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HomeMy WebLinkAbout2408-2_2i L Z 7r I;P. IJ 4:,, 7r I () 14 11 C) 7r IE!E; r—Awva.A PUSLAC IM too CIIMi OM AM STATS 1� ff4DFJMY PRIOR TO BEGINNING ANY WIORK. CONTRACTOR SHALL OBTAIN AN VC MACNERT PERT FROIf THE CITY OF FONTSTATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ($TATEL -A#W COUNTY OF -SAN BERNAROINO TRANSPORTATION AND FLOOD CONTROL (COUNm. CONTRACTOR MAINTAIN AT LEAST ONE COPY OF SAID PERMITS ON THE JOBSRTE. CONTRACTOR SMALL SPE YFOW ALL WOW,lIN WITH ALL APPLICABLE *6 OF aMMMP Pim �� i 1• SMI Aw i1iG�MLI f&&*T "a Ift PAOMSIEMI@ �„� CITY WILL NOT ACCEPT THE CONTRACT WORK UNTIL CONTRACTOR HAS SUBMITTED A WRITTENI STATEMENT OF COMPLIANCE (SPECIFICALLY REFERENCING RELATIVE COMPACTION AND ROAR SURFACE RESTORATION REQUIREMENTS) ADVISING THAT THE CONTRACTOR HAS COMPLIED WITH ALL REQUNlEMEKM AND THAT THE COMPLETED WORK N ACCEPTABLE TO ALL NKVLVW �ywMc,Na�� MM1E MATERIALS AND ANDIJRTENANCES A �ii�Mr�lr PIPELINE MATERIALS FOR THE WATERLINES SHPIL BE tO GAR33E C WELtfED STEEL. PIPE. FOR WATERLIM ALONG CUNRVE BETYYM STATIONS 12OK49 AND 17+5073 MMM 0 AND 7), PIPELINE SHALL BE DESIGNED AND FABRICATED SO THAT ACTUAL CENTERLINE M WITHW 1.172 OF DESIGN CENTERLINE. PIPE MANUFACTURER SHALL. USE BEVELED JOINTS AND FITTINGS AS REQUIRED TO FABRICATE PIPE IN ACCORDANCE WITH THE AFOREMENTIONED TOLERANCES, B, PIPeLIIe MaTtRIAts Iron THE seweR Uwe 040" at 01111 - xnwmsm Yfffwm aw PIPE (VCP) WITH TYPE G (POLYURETHANE) JOINTS. IL VALVES 17 AND LARGER SHALL BE BUTTERFLY VALVES IN ACCORDAI C'E WITH 04W4 (LATEST). VALVES 117' AND SMALLER SHALL BE FLAlNQED RE AJENT MAT YltE M VALVES NN ACCORDANCE WITH AWWA C4K* (LATEST]. A FOR MAIIHROLE BASES AT STATIONS 004f.00 AND 7+31k SKEET 3 AND STATIONS 10+31!, 11+1Q.1S, AND 1204M SHUT 4 SHALL SE DEomm AND PLACED AS MAOOMIr HiiAiAFTiiR. THE CONCRETE MIX SHALL MEET THE FOL LOWN& svkw 1011 artalum on" asaB0BPIL 21 MICROONUCA AOMNXTUFA MALL BE ADDED AT A RATE EQUALING 10% OF THE WEIGHT OF CEMENT. ADMIXTURE ON" M SNEACiMN SBB OP AS MIMMIiAiCii1 BI/ TINE am GiiAP�GAATN�k 31 SYNTHETIC FIBERS SHALL BE ADDERS AT A RATE OF 2 IN PER CUBIC YARD OF CONCRETE. FIBERS SHALL BE 1-117 LONG MINIMUM, AND SHALL COMPLY WRNS ASTM Cl l tS TYPE IM AND MANUFACTURED FROM 100% VIRGIN POLYPROLENL FIBERS SMALL BE FORTA FIR, A3 W"ACTURED BY FORTA CORPORATION, OA APPROVED EQUAL 41 TYPE F POZTOtltN SPIAML SE AMM AT A MT1 Or tat M VMWW or tIEAMIN. FLY ASH SHALL COMPLY WITH ASTM CIMS. A HIGH RANGE WATER REDUCER SHALL BE ADDED TO OBTAIN A 2'2 1' SLUMP AT THE JOB SITE. S NO AIR EbTltAlblMa ADIBIITUNlE SHALL aE UlED. 7) MAXIMUM WATER -CEMENT RATIO SHALL BE 0.40. WHEN DETERMINING CEMENT WEWW. THE MBCNNtEDBILUCA SHALL. NEIN BE INNCLUDow IMMEDIATELY AFTER THE CONCRETE HAS BEEN ROODED. R SHALL BE TREATED WITH A LIQUID EVAPORATION RETARDANT. RETARDANT SHALL BE A SWJW4 M„ AS MMiAN IUFACTURffD BY TME a" C-OAPENIIATIOk CONCRETE SHALL BE CURED IN ACCORDANCE WITH THE STANDARD CONSTRUCTION! SPECIFICATIONS FOR WATER DISTRIBUTION SYSTEM@, METHOD / OF SECTION 3.00 O. Or THE BASIC C43110"Ti $N�ii'rNFNf^rATRiiNi MjAPPiMNDL1C 4 E TEST PRESSURE ALL WATEIRIINK FITTIIIGS, AND APPURTENAIICES INALL BE TESTED AT 2215 PSI NI ACCORDANCE WITH THE BASIC PIPELINE SPECIFICATIONS, VALVES SHALL BE CAPABLE Or SAID TRAY PHii@GUW& IN A CLrEDOW POSHTN4 L SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLJC 1AIQWA GEGNiiiiWGTNON AMID AS 29MTfiD W COM PiiiNif iNMiL. r. WELDED STEEL PIPE JOINTS SHIALL BE FULLY WELDED AT LOCATRONIa *NO" ON THE CONSTRUCTION TOLERANCES THE WATERLINES $BALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE EL.EVATNOn ARE WITHRI/ 0.1, OF DESIGN FLOW LINE ELEVATIONS. THE GRAVITY SEWERS SHALL BE CONSTRUCTED 90 THAT ACTUAL INVERT ELEVATIONS ARE WITHIN 0.02 , OF DESIGN INVERT ELEVATIONS. PIPELINES, WHEN INSTALLED, SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE, CORRESPONDING WITH DESIGN SLOPE, WITHOUT ANY HIGH MOT$. PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL P94UJ NI ASM MWTiNNi 4M I OF 060" PNPIfiLINE ' CONSTRUCTION SHALL CONFORM WITH CONSTRUCTION DRAWINGS IN ACCORDANCE WITH THE ABOVE SPECIFIED TOLERANCES. CONTRACTOR SHALL ASSIST CITY AS REQUIRED TO CONFIRM COMPLIANCE WITH CONSTRUCTION TOLERANCES. CONTRACTOR 3HALLAMIAKE OR ASSIST IN MAKONO ALL NECESWtY AS DR 11111 NIEO BY CITY U'T%JTM WHEIR U NDER81ROM UTRUTY fAC1L'I'I'IES (�CO#1DM I OR CCMDU MS FOR 11 RTER, an, SEWM TELEPHONE, ELECTRIC POWER, CABLE TELEVISION, OR OTHER UTILITIES) ARE SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL ASSUME THAT A SERVICE LATERAL FROM EACH UTILITY FACI M oxwgm" To i11iAi/ PIANOU ESA MAIN► MWBIT#" OR NW A GGWA" LATOW BI SHOOK AT LEAST N HOLM BEFORE COMMENCING ANY EXCAVATION. CONTRACTOR SHALL REQUEST SERVICE ALERT (1 -4133) AND MONCOMPANIES, OR UTILITIES TO MARK OR OTHERWISE INDICATE THE LOCATK"S) OF THEIR SWSURFACE FACILITIES MMUD*Mk BUT NOT LIMITED TO, aTR1UCTUIM I ICLUDMN VAULTS. MINI OOIfD1UCT0As OR OONDUITar ANIS SitR1ACi CONIiiCTNf211S, AT LEAST 10 DAYS IN ADVANCE OF CONSTRUCTION, OR A M WARIMN OF 1,0001 AHEAD OF TRENCHINk CONTRACTOR SHALL EXCAVATE, EXPOSE, AND DETERMINE Mr'POTHOLE') THE EXACT LOCATION AMID DEPTH Of EACH AND EVERY POTENTIAL INTERFERENCE, INCLUDING. BUT NOT LIMITED TO, ALL FACILITIES SHOWN SPECIFICALLY (DEPTH AND LOCATK" ON THESE DRAWING@, OR WHICH HAVE BEEN MARKED BY THEN! RESPECTIVE OWNERS. CHANGES OR DELAY$ CAUSED /1f CONTRACTORS FAILURE TO PERFORM "POTHOLING' AND INTERFERENCE LOCATION WORK SHRILL NOT BE ELIGIBLE POR EXTRA 1MOINC COM PVWTNON OR TIME EUET'EIWtX- SENNCHMAK: CALTAMiM NMIOMLNIEMT FM Z' GRASS CAP. L.S. 4213 FOR SEC. 2.3.. 24, 25. ASND Z!. ELEVATION: 1572.30 a:srs or HstRnac THE CENTERUNIE Of SUMMIT AVENUE WAS TAKEN AS N 8r58'43' W PER Air1MM MAP, TRACT ob.137W FILE$ NI 90 UM .250 PAGE S0. RECORDS OF SAN KM4ARDINO COUNTY, CALIFORNIA~ r. • LIMAD UPON LEARNING OF THE EXISTENCE OR LOCATION OF ANY UTILITY FACILITY OMITTED FROM OR I! ALL EXCAVATIONS SHALL BE COMPLETELY AND COMPACTED AND SHOWN INCORRECTLY ON THESE DRAWINGS, OR IMPROPERLY MARKED OR OTHERWISE INDICATED. ; STs iHiALL BE U A04AZiLY R�;pREp, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY, PROVIDING FULL DETAILS AS TO DEPTH, LOCATION, SIZE, AND FUNCTION. IN ADDITION, CONTRACTOR SHALL INSPECT ENTIRE JOB SITE AT LEAST ONCE DURM TW �-o [>rl!?Rtla fm Iffsaw. DAY ON WEEK DAYS, SATURDAYS, SUNDAYS, AND HOLIDAYS AND CORRECT ANY TRAFFIC CONTRACTOR SHALL NOT INTERRUPT ON DISTURB ANY UTILITY FAC LITY WITHOUT AUTHOFM CONTROL, PAVEMENT (TEMPORARY AND PERMANENTS, OR BACKFILL DEFICIENCIES l3-- EXISTMIii WATER SER#IM FROM THE UTILITY COMPANY OR ORDER FROM THE CITY. CONTRACTOR SHALL FURNISH AND PLACE CONTRACTOR SHALL MANNITAMI STREETS MICLtJDS1O on 40" ALL NECESSARY PROTECTION AS REQUIRED TO ENSURE INTEGRITY OF UTILITY FACILITIES y,�y�, y�yM� 12• A11� LARDER T (INCLUDING CITY -OWNED UTILITIES) LOCATED AS SHOWN ON THE DRAWINGS OR WHICH HAVE BEEN 9E BUTTERFLY VALVES. VALVES 10' - MARKED BY THEIR RESPECTIVE OWNERS OR OTHERWISE INDICATED AS STATED HEREIN, AT NO CONTRACTOR SHALL RESPM IIS EDTATELY TO ALL REQUESTS By CITY MR REME AMD SMALLER VAIVIM A�Dt iEi1MIAL C"T TO THE CITY. WiQRK CONTRACTOR SHALL HAVE A CREW AVAILABLE TO RESPOND TO 3W REQUESTS. CONTRACTOR WILL CONSTRUCT PROPOSED PIPELINES ADJACENT TO EXISTING UTILITIES C IFrw CEO WATT INCLUDING WATERLINES AND TELEPHONE FACILITIES. CITY HAS NO INFORMATION ABOUT COMPACTION OF TRENCH BACKFILL FOR SATO UTILITIES. IF SAID TRENCH BACKFILL FAILS DURING 1} °POSPAAATpN now PAaPOlM ~1111 SES CONSTRUCTION OF THE PROPOSED PIPELINE, CONTRACTOR SHALL REMOVE AND REPLACE SAID BACKFILL, COMPACT AS SPECIFIED HEREIN, AND REMOVE AND REPLACE ANY ASPHALT CONCRETE PEItNiANEilT ASPHALT CONCRETE MALL BE NI ACCOADMANCE WITH PAVEMENT AS REQUIRED, ALL AT NO ADDITIONAL COST TO THE CITY. THESE CONSTRUCTION NOTES AND THE COUNTY AND STATE ENCROACHMENN AN VALVE PiAMaT Ai01lll iliTl-. THE MOST BTNtfIMOiNT N1i06INtiMIiAHTi SNAIL GOVSiK 4 AIM/ CONTRACTOR SHALL SAW CUT PAVEMENT EDGES (1 • MINIMUM EACH SIDE OF CONTRACTOR IS ADVISED THAT ROCK OR UNACCEPTABLE TRENCH BACKFILL MATERIAL MAY BR TRENCH) TO STRAIGHT, NEAT, VGRRTICAI EDGES. EITHM PERPENDICULAR TO OA 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 THE a TIIRYw @Lsm FAMTMW UNACCEPTABLE MATERIAL, HAUL IT OFF SITE TO A LEGAL DISPOSAL SITE, AND FURNISH AND INSTALL CITY, SMALL BE REMOVED. CONTRACTOR SHALL EXCAVATE UNDERLYING 12- Or SUITABLE BEDDING AND SACKFILL MATERIAL IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SUBGRADE TO PROPER GRADE AND COMPACT IT TO !O% RELATIVE COMM PACTIOIM 0 SEWER MANHOLE CONTRACTOR SHALL NOT DISPOSE OF SUCH MATERIAL ON VACANT, PRIVATE OR PUBLIC PROPERTY MINIMUM WITHOUT WRITTEN PERMISSION FROM THE PROPERTY OWNER AND THE CITY. TRENCH BACKFILL 0 MANWAY MATERIAL SHALL BE EITHER COMMERCIAL IMPORTED MATERIAL OR SELECT NATIVE MATERIAL 31 THMCIWESS (SCREENED OR WASHEM O� UTILITY INTERFERENCE FLAGS. APPROXIMATE ASPMAIT OONCIMtETE PAV§MIlW MALL CONSIST OF A MSE COUIRSL LOCATION Of INTERFERENCE WITH TYPE OF THE PIPE ZONE BACwIII (FROM BOTTOM OF TRENCH TO 1- ABOVE TOP OF PIPE) FOR THE SEINER AND A FINISH COURSE HOT PLACED TO 0" THIMMSS MINNIAUM PLACED OVER 0" UTKM WDICATIED W Aa@KViATNON KLAW. LINES SHALL BE 3W CRUSHED ROCK WITH GRADATION AS SPECIFIED ON SHEET 3. OF CRUSHED AGGREGATE BASE AS DEFWD BY SVM SECTION 311042 AIS COMeAczFa TO Oft REATAAE Ca�PACT,,�I'ae. ABBREVIATIONS a TI�iCN C�A�ACTIOM cow 30 ASPHALT CONCRETE PAVEMENT a/Et'.iPiCATROiN TRENCH BACKFILL, AND PIPE ZONE BACKFILL SHALL BE COMPACTED TO*M RELATIVE COMPACTION AN AHEAD (STATNOIMN W) MINIMUM AFTER ALL SHEETING, SHORING, OR SHIELDS HAVE BEEN REMOVED. THE UPPER 12" OF THE BASE COURSE OWL BE PLACED IN TWO LIFTS. BOTH UFT$ MAY BE PLACED SUBGRADE SHALL BE COMPACTED TO 95% RELATIVE COMPACTION MINIMUM FOR THOSE AREAS TO WITH A BLADE AND ROLLER. THE FINNISH COURSE SHALL HAVE A K04MMUM AP ANGLE POINT RECEIVE ASPHALT CONCRETE PAVEMENT. THICKNESS OF 1-1/?' AND SHALL BE KAM WITH A ALF -PROPELLED MECHANICAL SPREADNMG AND PAVING MIA NW& SE BEGINNING CURVE CONTRACTOR SHALL NOTIFY CITY WHEN ANY SEGMENT OF BACKFILL 1$ COMPLETE AND READY FOR COMPACTION TESTING. AFTER SUCH NOTIFICATION, CITY WILL HAVE ALL NECESSARY TESTS MADE THE FMMMI COURSE 04 LL OMEINAP TRENCH EDGES V M INIMUML EDGES SHALL BFY BUTTERFLY VALVC BY A SOILS ENGINEER OF ITS CHOOSLNG. 0TY WUl PAY FOR ALL PASSING TESTS. CONTRACTOR BE STRAIGHT AND PARALLEL WITH TRENCH, AND EDGES SHALL BE FEATHERED TO SHALL PAY FOR ALL FAKING TESTS. MEET EXISTING PAVEMENT. THE PAVEMOR SISAL OW WOO BE GNT NMR r*J9 aK •A�Cit WATROIMIIa) FEET MINIM BEYOND PAVEMENT EDGE. l30MPACTR©M TEM VOLL BE TAiMM IN THE PIPE ZONE, IN THE BACNCFILL ABOVE THE PIPE ZONE, ANN•a CATV CABLE TELEVISION 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 TO CIL CENTERL.Nit CITY, SOILS ENGINEER B TAKING ALL COMPACTION TESTS. CONTRACTOR SHALL FURNISH ALL ALL TRAFFIC STRIPNNii AND PAVEMENT MARKINGS DAMAGED OR REMOVED Dim EQUMPMIENT (INCLUDING SHORING), LABOR, AND MATERIALS NEEDED FOR SUCH ASSISTANCE. CONSTRUCTION SHALL 1!N REPAIRED OR REPLACE!) WITH TEMPORARY STRIPING LLA � CENTE#L�MNt COMPACTION TESTING SHALL BE COMPLETED AND ACCEPTED BY CITY PRIOR TO MARKINGS BY METHOD APPROVED BY CRY PRIOR TO REOPENING STREET TO TRAFFIC. HYDRO3TATWA.EAKAGF TESTING OF THE WATERLINES AND PRESSURE TESTING Of THE GRAVITY VAITHINI TURNS #GAYS OF OF PINMIL ASPRMIT CONOIM 1 M11aMSEf1t, AL+I CML CEMENT MORTAR LINED SEWER LINES. TRAFFIC STRIPING AND .PAVEMENT MARKINGS SHALL BE RESTORED OR REPACK N6 CML &C CEMENT MORTAR LINMi4 ! COATED T. Tlt#'f'IC CON AND STRM RfEra". VA1TH CFRY SPEgPNC/►TROIM, STArIo�Altoa, AM0 PaRwn�, (WELDED STEEL PIPE) COUNTY, ARID STATE PERMIT -S SHALL GOVERN It MORE I,, AIR VALVEJML.OV40" TION IMPALA CSNP CORREGATED STEEL PIK STRINGENT) PRROR TO CMS I RtXrTIOIN OF AIR VALyE ll" IL A?ROIIIII. KOVI DPP NIBTl1!!lATIOIMB, C.T.F. CUT -TO -FRT A. T'RAFF c CONTRCL AND CONNECTIONS TO THE EXISTING SYSTEM, CONTRACTOR SHALL EXCAVATE AND EXPOSS EXISTING UTILITIES AND REQUIRED CONNECTION POIITs TO DETERMINE EXACT LOCATION OF EACK 0 DIAIMETER ALL CONSTRUCTION SIGNING, LIGHTING AND BARRICADING SHALL COMPLY WITH IN ADDITION, FOR EACH CONNECTION LOCATION, CONTRACTOR SHALL DETERMINE ODUT3I0E CONTRACT DOCUMENTS. TRAFFIC CONTROL REQUIREMENTS MAY BE MODIFIED BY THE DIAMETER AND TYPE OF EXISTING PIPE FOR EACH CONNECTION. CONTRACTOR SHALL FURINNSH AND E ELECTRIC CITY, COUNTY, OR STATE AS CONDITIONS WARRANT. CONTRACTOR SHRILL PROVIDE INSTALL ALL PIPE AND FITTINGS INCLUDING CUT -TO -FITS, REQUIRED FOR FIELD INSTALLATIONS TRAFFIC CONTROL AS MODIFIED BY THE CITY, COUNTY, OR STATE. THROUGHOUT EACH NECESSARY TO CLEAR i0" CLEARANCE WNW" ALL EXISTW UTILITIES OR INTERFERENCES, ALL EC END CURVE WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES, BASED ON CONTRACTOR'S FIELD MEASUREMENTS AND ALL AT NO ADDITIONAL COST. AIR VALVE ARROWBOARDS, AND DELINEATOR3�, AND $HAU MAINTAIN SAME IN ACCORDANCE WITH PIPING SMALL HAVE A CONTINUOUS UPSLOPE FROM MAIN LINE PIPELINE TO AIR VALVE. BLOWOPF re FMMiN OMD[ THE CONTRACT DOCUMENTS. PIPING SHALL BE LEVEL OR HAVE A CONTINUOUS DOlAtN3L.QPF FROM MAINLINE PVELIKE TO OUTLET. CONNECTION PIPING SHALL NOT HAVE ANY HIGH SPOTS. FII FIRE HYDRANT B. RESTORATION REQXUj0tEAfiEMTS ALL REMOVED OR GUMMNTI"M. SM'iBIMALiL AND LAMNMeCANMBIi SINAiI SE ! AD FLIT FLANGE CONTRACTOR SHALL PROTECT IN PLACE OR REMOVEAM RCPLACE ALL EXISTfM L#T1UTIM QVIZTED BY CITY. fE FLIM LMNi AND PUBLIC AND PRIVATE IMPROVEMENTS UNLESS OTHERWISE NOTED INCLUDING, BUT NOT LIMITED ,TO, ALL BERMS, CONCRETE PAVEMENT, ASPHALT CONCRETE PAVEMENT,aRAD�O , FULLY WELDED WALKWAYS, CROSS -GUTTERS, SPANDRELS, DRIVEWAYS, STORM DRAINS, LIGHTS. LANDSCAPING, LANDSCAPING MATERIALS, LANDSCAPING IRRIGATION SYSTEMS, GRADED SHOULDERS, DRAINAGE SWALES, SLOPES, WALLS, FENCES, POWER POLES, AND SIGNS, /RETIA WOW M FETED N UNMM IMMOVED AREAS,, CONTRACTOR SHALL RESTORE GROUND Q CAS CONTRACTOR SHALL CORRECT OR REPLACE ANY DAMAGED UTILITIES OR IMPROVEMENTS SURFACa TO THE SAME ELEVATKM AND SLOPE AS FOU M PRIOR TO AS PART OF THE CONTRACT WORK AND AT NO ADDITIONAL COST TO CITY. CERTAIN CITY WALL SURVEY RESTORED GROUND SURFACE TO CONFIRM ITS ELEVATION AND '.ROPE. W QA GAUEM EXISTING IMPROVEMENTS ARE SPECIFIED ON THE CONSTRUCTION DRAWINGS TO BE ADOITKWI SURVEYS ARE REQUIRED BY CRY TO CONFIRM PROPM IIEST�OMIATHON OF �AHID � IKM PROTECTED IN PLACE OR REMOVED AND REPLACED. CONTRACTOR SHALL PROTECT IN PLACE OR REMOVE AND REPLACE ALL EXISTING PUBLIC AND PRIVATE MAPROVEMENTS wNFASGiMiAf•T�R SiiALL NAY € SAID ADDlT1QNAL SURVEY;G. WHETHER THEY ARE SPECIFICALLY NOTED ON THE CONSTRUCTION DRAWINGS OR NOT. GNIP GALVAINZEO RIfi10 FIPi ALL CURB$, GUTTERS, AND SIDEWALKS TO BE REPLACED SHALL BE COMPLETED WITHIN HPI HORIZONTAL POINT OF INFLECTION SEVEN DAYS OF ACCEPTABLE TESTING OF THE PIPELINES. DURMKi REPLACEMENT OF CURB AND GUTTER, CONTRACTOR SHALL REPLACE SECTIONS Li LNKM FEET OF CURB AND GUTTER BETWEEN CONSTRUCTION JOINTS. WHERE AIR VALVES OR pt PLAIN DO BLOWOFF$ WILL BE INSTALLED IN EXISTING CONCRETE OR ASPHALT CONCRETE PAVEMENT AREAS, CONTRACTOR SHALL REMOVE AND REPLACE SECTIONS OF SIDEWALK PVC POLYV1MYl CH LONDIE (Pft) OR ASPHALT CONCRETE PAVEMENT AREAS AS REQUIRED TO ACCOMMODATE SAID APPURTENANCES. AREAS SHALL BE SAW CUT AND SIDEWALKS SHALL BE REMOVED IN sMNrcb SAM SERNANNNO COUNTY FLOW COMPLETE PANELS. IF COLORED SIDEWALK IS REMOVED, CONTRACTOR SHALL REPLACE CONTROL DMTKR WITH COLORED SIDEWALK TO MATCH EXISTIML WHERE PIPELINES OR APPURTENANCES ARE CONSTRUCTED UNDERNEATH EXIST'I10 RJ RESTRAINED XWff CONCRETE SPANDRELS OR CROSS GUTTERS, CONTRACTOR SHALL REMOVE AND REPLACE SAID SPANDRELS OR CROSS GUTTERS. SPANDRELS OR CROSS GUTTERS SHALL BE SAW S SEWER CUT AT EXISTING CONSTRUCTION JOINTS AND REMOVED UNLESS DIRECTED OTHERWISE BY CRY. so stm A PORTION OF SUMMIT AVENUE AND DUNCAN CANYON ROAD WILL BE CLOSED BY s0 STORM DRAT I CALTRANS PRIOR TO THE WORK BY THE CITY AND THE WORK BY CALTRANS. THE WORK AREA AT THE INTERSECTION OF BRIDLEPATH DRIVE AND DUNCAN CANYON ROAD WILL K SFV SEWER FORCE MAN CLEARED AND ROUGH GRADED BY CALTRANi PRIOR TO THE CONTRACTOR GINNI�� CONSTRUCTION OF THE SEWER LINE AND WATER! LW* RELOCATION T ,�TE.R��'TICi�.� T TELEPMw WILL BEGIN WORK SOON AFTER THE SEWER LINE AND WATER LINE HAVE BEEN RELOCATED; THEREFORE. THE CONTRACTOR WILL NOT BE REQUIRED TO REPLACE T(F8� TELEPMOi�K its a'IK Com[ IM EXISTING STREET IMPROVEMENTS INCLUDING LANDSCAPE AND IRRIGATION SYSTEMS AT SAID INTERSECTION (STATIONS 25+50* TO 31+5fG2 FOR THE 1Y SEWER LINE AND 3TATIONS TR TRAFFIC 21 +SO* TO 26+17! FOR THE 1 Y WATERLME� CONTRACTOR SHALL. At A MINIMUM. HAVE ACCOMPLISHED BY THE END OF EACH WORK - TY' TYPICAL DAY THE FOLLOW N& Um t11iM[Matllt! YIILiff 1) REMOVAL OF ALL DEBRIS AND CONSTRUCTION MATERIALS FROM PUBLIC STREETS W WATER CONSTRUCTION RIGHTS-OF-WAY, AND PRIVATE PROPERTY. 21 REMOVAL Of ALL TRAFFIC CONTROL EXCEPT TRAFFIC CONTROL REQUIRED FOR wsr WELDED STEEL PIP[ SAFETY. xw x "am SD Y vm. 31 FILLING ALL EXCAVATIONS WITH COMPACTED BACKFILL AND PLACEMENT OF 20 MINIMUM TEMPORARY ASPHALT CONCRETE PAVEMENT (WHERE EXIST'INA ASPHALT CONCRETE PAVEMENT WAS REMOVED), COMPACTED AND ROLLED ' SMOOTH AND FLUSH WITH ADJACENT PAVEMENT SUFFICIENT TO SUPPORT TRAFFIC. SAID PAVEMENT MAY BE PLACED COLD PROVIDED IT IS PLACED SMOOTH AND FLUSH WITH ADJACENT PAVEMENT, ROLLED WITH A STEEL WHEELED PAVEMENT ROLLER, AND PROPERLY MAINTAINED. CLaAMIMiO (MNCLUDNrMs SINEEPNiO AND VNA@H W" ALL STREETS, DMIENMIIAYlk GUTTERS, SIDEWALKS, BIKEWAYS, TRAILWAYS, AND ALL OTHER WORK AREAL , ' (CONTRACTOR MAY BE REQUIRED TO WASH ANQIOR SWEEP WORK MiAO MAf3NN THAN ONCE A DAY AS DETERKNED AND.AS DIRECTED BY CITY. RECORDDRAWING Mckil & STEP eggs"DAA• Hal r.