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HomeMy WebLinkAboutW_5351_S(CHECK ONE) □ STREET EXCAVATION □ WATER CONNECTION D UNDERGROUND UTILITIES D OTHER: ___ _ (3) APPLICANTS NAME D N D02YL 1--zbq \ jAREA CODE: I I '-f f !PHONE: 0JZ-S777 (4) OWNER'S NAME: jADDRESS: '.$,S C)tv\t'LL t1 lCoSJ)'\ jAREA CODE: Gf '-\ 1 u ~TT»e-WS ; HONE:& 't b -\ S-?.... CTOR'S NAME: \ADDRESS: cePhone:t l~-32-5"7"17 : .., . • bfo33 z-L S71J -bl} (SEE A TT ACHED PLANS) SPECIAL CONDITIONS OF APPROVAL REQUIRED BY CITY: Locate and pothole existing City-owned utilities (ie:water, sewer, or street lighting conduits) to verify locations prior to start of any work. Maintain a one-foot clearance over or under existing City-owned utilities. To arrange for inspection of all connections to City Utilities or if a conflict should occur, please contact ________ of the Utilities Department 48 hours prior to start of any work at (949) 644- 301 1. In addition, when a sewer cleanout is required, V.C.P., or P.V.C. SDR35 shall be used with a 4TT box over the cleanout riser. ** ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR** CONTACT "Underground Service Alert" at LEAST 48 Hours in Advance of any excavation at 800-422-4133 (7] Contractor's Cit License No. BT-0 \ C) S l S-0 8 State License No. (o00'1'l Class t) ~h. WORKERS COMPENS ION INSURANCE -CERTIFICATE OF INSURANCE -(Section 3800 Labor Code) N certify th_at I have a Certificate of co sen to elf-insure, or Certificate of Worker's Compensation Insurance or a Certifi~d Copy thereof. Policy No.: ~ LO\ (. 7 I 'S panY. Co ft D Expiration Date: Z. -'2 l -0 Z.. Date:'--S---Z. ,;--~p\licant:_~.,ec.:.--'----/-if:.Y~-"-.£..:,.___ ________________ _ (signature) [10] CERTIFICATE OF EXEMPTION (Section3800 Labor Code) □ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's compensation laws of California. If, after signing this certificate I become subject to the provisions of the State Labor Code, I must comply with the provisions of Section 3700, or this permit shall be deemed revoked. Date: ____ Appllcant: _______________________ _ (signature) [11] CONTRACTOR LICENSE EXEMPTION D I am exempt from hiring a Contractor as I am the OWNER of the property and am personally performing all work within the Public right-of-way. Date:____________ Signature: _________________ _ [12] HOLD HARMLESS STATEMENT o I understand that I am locating minor encroachments within the City right-of-waY, ase ent. It is my responsibility as the property owner to maintain the encroachments. I will be responsible for replacing the improveme ts if t Ci m for • tenance of utilities or other public need; and I, the property owner shall indemnify and hold the City harml s for ny Ii ate ~-..., s---e( Date: _ _2..:;. ___ <--______ Owner Signature: -4:,i......o:..__,.L_..:......--,,~;:;;......:,__ _______ _ [13] 24 HOUR ADVANCE NOTICE IS REQUIRED FOR ALL INSPECTIONS -CALL 949 644-3311 The terms and conditions of this permit are printed on both sides of this form. Applicant hereby acknowledges he/she read and understands said terms and conditions and he/she a rees to abide b them. Date ~ NO TREES OR LANDSCAPING WITHIN THE CITY'S RIGHT-OF-WAY SHALL BE PLANTED, REMOVED, OR RELOCATED ;'s1i' "' "' WITHOUT PRIOR APPROVAL FROM THE GENERAL SERVICES DEPARTMENT ' •• • ' • • •' :· SPACE BELOW THIS LINE FOR OFFICE USE APPROVAL REQUIRED PERMIT ISSUED BY>,~ p_;:r: "? PERMIT DENIED: White -Permit Pink -Temporary Office Copy DATE ISSUED: b -,S::-Ze0 f Yellow -Applicant SUBJECT: •. -CITY OF NEWPORT BEACH -PUBLIC WORKS DEPARTMENT MEMO t I I _., I ( ..I , DATE: /j /'r-:; ----'---,----,(1---------- ..,~. . /_.·I/_.,..,./ ... -. .,,, .... It , l /,/7 ··-, ,,;• -.,..- ,_t,,..1/, ,· .. -· ·' /"',t .• • _._,.,... ,.,_,I I ' / •· ' f • ' t' • / l / Copi es To: • • ------''----~-,------Signed ' • / I 1 I IRWD BOUNDARY PROJECT LOCATION VICINITY MAP N T.S. Site LOCATION MAP N. T.S. LEGEND BFV BUTTERFLY VALVE ----PROPERTY LIN£ MAINTENANCE EASEMENT ---~--AIR/VACUUM VALVE -----...._ ~ CONSTRUCTION EASEMENT CURB &: GUTTER ------PROPOSED WATER LINE EXISTING WATER LINE OTHER EXISTING UTILITIES STORM DRAIN CENTERLINE BLOW-OFF TELEMETRY PUL! BOX CA THODJC TEST ST.4 TION STEEL CASING MANHOLE CLEAN-OUT GATE VALVE EXIST FIRE HYDR,ANT lffl----l-----l-----------------------1------1, DRAWN: ABBREV/A TIONS A.C. ASPHALT CONCRET£ MH MANHOLE A.C.P. ASB£STOS C£M£NT PIPE P.C.C. PORTL4NO CEMEiVT CONCRETE B.C. BEX:!INNING OF CURVE P.O,C. POINT OF CONN/Y:llON B.F.V. BUTTERFLY VAL VE P.S.!. POUNDS PER s,uARE INCH 8.0. BLOWOFF P. v.c. POL WIN'fi.CHLOR.0£ PIP£ C.B. CATCH BASIN R.C.B. REINFORCED COi/CRETE BOX C.F. CURB FACE R.C.P. REINFORCED CO//CRETE PIP£ D.I.P. OUCllLE IRON PIPE R.W.G.V. RESILIENT WEDG.!' G/;'T£ VAL VE £.C. END OF CURVE s SEWER El., ELEv. ELEVAllON EX., EXIST. EXISTING F.L. Fl.OWL/NE A.G. Fl.ANG£ HOR!Z. HORIZONTAL /NV. INVERT l.F. LINEAR FEET CONSTRUCTION NOTES 1 CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT. SAFE, CLEAN AND SANITARY CONDmON AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING ✓UR/SD/Cl/ON OVER THE AR£4. STREETS SHALL 8£ KEPT CLEAN OF DEBRIS, WITH ousr AND OTHER NUISANCES 8£/NG CON7ROLLED AT All llMES. THE CONTRACTOR SHALL ALSO 8£ RESPON- SIBLE FOR ANY GLEAN-UP ON AD✓ACElvT STREETS AFFECTED BY HIS CONSTRIJCllON. CON- TRACTOR SHALL HA11: A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT All TIMES DURING CONSTRUCllON WORK HOURS. 2 AT THE END OF EACH OAY. TH£ CONTRACTOR SHALL EITHER BACKFILL AND PLACE BASE PAVEMENT OR STEEL PLAT£ HIS EXCAVAllON SO HE CAN OPEN UP All TRAVEL LANES TO TRAmc. STEEL PLATES SHALL BE TACKED DOWN OR SPIKED AND TEMPORARY A.C. PLACED AS REQUIRED BY THE REGULATORY AGENCY. STEEL PLATES LOCATED WITHIN A TRAVELLED WAY SHALL BE LIMITED TO A MAXIMUM OF 500 FEET. 3. AT THE ENO OF EACH WORKING OAY AND AT TIMES WHEN CONSTRUCTION OPERATIONS AR£ SUSPENDED FOR ANY R£4SON, TH£ CONTRACTOR SHALL REMOVE All EQUIPMENI; VEHICLES, MATER14L, TRAFFIC CONTROL D£v1C£S. STOCKPILE OR ANY OTHER FORM OF OBSTRUCT/ON FROM THE STREET RIGHT-OF-WAY. 4. ALL CONCRETE CROSS GUTTERS (SPANDRELS), SIDEWALKS, CURBS OR CURB & GUTTERS TO BE REMOVED AND REPLACED SHALL 8£ SAWCUT TO THE NEAREST TRANSVERSE SCOR£ MARK, OR ADJUSTABLE CONTROL .JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF TH£ AGENCY HAVING JURISDICTION OVER THE ARIA. ALL EXPOSED CONCRETE SURFACES SHALL CONfiJRM IN GRAD£, COLOR ANO FINISH TO ALL ADJOINING CROSS GUTTERS (SPANDRELS), SIDEWALKS, CURBS OR CURB ANO CUTTERS. 5. All P.G.C. ANO A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS ANO SAWCUT PRIOR TO TH£ REMOVAL. ALL DEBRIS CREATED BY TH£ REMOVAL OPERATIONS SHALL BECOME TH£ PROPERTY OF THE CONTRACTOR AND SHALL BE 0/SPOSEO OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTA8L£ TO ALL JURISDICTIONAL AGENCIES. 6. IN THE EVENT THAT £X!SllNG TRAFFIC STRIPING OR STENCIL/NO IS OBLITERATED BY CON- STRUCTION, IT WILL BE THE RESPONSIBILITY OF TH£ CONTRACTOR TO REPLACE THE SAID STRIPING OR STENCILING TO Tri£ SATISFACTION OF THE AGENCY HAVING ✓URISOIGT/ON OVER TH£ STR££r. A/.L RES/RIPING WI/.L REQUIRE TWO COATS {TWO PASSES) AS A MJNIMUM. 7. BOLTEO .. CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STE£/. SHALL HA~-THR£4D£0 PARIS COA.TElJ LIBERALLY Wl'/1-1. AN APPROVED ANll-SEIZE COMPOUND. 8. FOR PORTIONS OF THE PIPELINE WHERE STEEL PIPE IS PROPOSED TO BE USED, IT SHALL 8£ THE CONTRAGTOR's RESPONSIBILITY TO f/£lD VERIFY THE LOCATION AND DEPTH OF All 117/Uf/ES ANO SERVICE CONNECTIONS PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND LAYOUT SCHEDULES. SE£ PROJECT MANUAL. 9. FOR PORTIONS OF THE PIPELINE WHERE DUCT!LE IRON PIPE IS PROPOSED .. TO BE USEI], IT SHALL 8£ THE CONTRACTOR'S RESPONSIBILITY TO RELD 11:RIFY THE LOCATION AND DEPTH OF ALL UT/LITIES AND SERVICE CONNEC710NS IN ADVANCE OF CROSSING THE UrtL/l"Y WITH N€W PIPELINE. SEE PROJECT MANUAL. i 0. All fl.ANGEO PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 SWNL£SS ST£EL NUTS, WASHERS AND HEX-HED BOLTS. GASKETS SHALL 8£ FULL-FACED, CLOTH REINFORCED BUNA-N-R//88£R. I I. ALL FLANGED CONNECTION BURIED UNDERGROUND SHALL B£ COATED WITH TWO (2) COATS OF 10 MILS EACH OF "3M" £.C. 244 OR APPROV£1) EQUAL AFTER INSTALLATION:' INCLUDING NUTS, BOLl'S, ANO FI.ANGES. 12. All JOINTS ON D.I.P. AND FlTTINGS SHALL BE BONDED PER /RWD STANDARD DRAWING NO'S CP-10 & GP-11. 13. All JOINTS ON STEEL PIPE ANO f/TT/NGS (EXCEPT THOSE THAT ARE WELDED} SHALL BE BONDED PER IRWD STANDARD DRAWING NO. CP-12. 14. CONTRACTOR SHALL PERFORM POTHOLE OPERATIONS TO VERIFY LOCATIONS OF EXISTING IJTILITIES AND SUBMIT INFORMAllON TO DISTRICT FOR REVIEW, PRIOR TO SUBMITTAL OF PIPE SHOP DRAWINGS. SHOUW ANY CONFLICTS BE NOTED, AND SHOULD PIPE ALIGNMENT NEED REVISIONS, REVISIONS SHALL 8£ R£LEASED WITHIN 14 OA>S OF POTHOLE INFORMA- TION SUBM!lTAL. REPR£SENTAllVES FROM EACH UTILITY COMPANY MUST 8£ NOllRED 48 HOURS PRIOR TO THE F7£LD VER!f/CATION. NOTICE TO CONTRACTOR SIA. STAl/ON T.B. THRUST BLOCK T.C. TRAFflC CONDU/;- TYP. TYPICAL V.C.P. VITRIFIED CLAY f3/P£ VERT. VERTICAL w WAi'l:R GENERAL NOTES 1. TH£ CONTRACTOR SHALL NOTIFY THE DISTRICT AT LFAST TWO WORKING DA>S PRIOR TO BEGINNING OF CDNSTRUCllON. NO FACILITY SHAl. l BE BACKFlLLED UNTIL IT IS INSPECTED BY THE /RV/NE RANCH WATER DISTRICT. 453-5615 2. STAllON/NG REFERS TO CENTERLINE OF STREET ST.lllONINO. D/Sl'ANCES SHOWN IN PRORL£ ANO IN THE ESllMAT£0 QUANTITIES ARE HllR/ZONTAL DISTANCES. P/PEUNE SLOPES SHOWN QN PROFILE SECllONS REPRESENT SI.OP£ OF PIP£ BASED ON PIPE- LINE HORIZONTAL LENGTHS. 3. FOR ANY WORK DONE BETWEEN THE DATES OF OCTOBER 15 TO APRIL 15 THE CON- TRACTOR SHALL PREPARE EROSION CONTROL PLANS IN ACCORDANCE WITH THE CITY OF IRVIN£, CITY OF ORANGE, AND COUNTY OF 0~ NG£ REQUIREMENTS ANO SHALL SUBMIT PLANS TO lHE DISTRICT. CITY OF !RV!N£, AND THE CITY OF ORANG£ FOR REVIEW AND APPROVAL. 4. LOOSE EXCAVATED MATERIAL SHALL NOT 8£ PLACED OR STORED IN WATERWAYS OR STORM DRAIN CHANNELS. All EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED ANO DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. ALL DISTURBED S:.IRFACE AR£4S SHALL 8£ SHAPED 10 FACIL/l'ATE DRAINAGE &, Al--010 PONDING AND RESTORED TO NEAR NATURAL OR PRl°-CONSTRUCTION COND/7/0NS. 5. NO TAPS OR OTHER CONNEC710NS SHALL 8£ AM0,0 TO DISTRICT'S EXISTING WATER MAINS PRIOR TO CONDUCT/NO AN APPROVED PRESS ,RE TEST ON THE NEW WATER DISTRIBUTION S'ISTEM. TAPPING Sl££V£S SHALL fJE PRESSURE TESTED IN AN A.PPROVED MANNER IN TH£ FIELD IN TH£ PRESENCE OF TH£ DISTRICT'S REPRESEN- TA TIV£ PRIOR TO l'APP/NO TH£ MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT PREPRESENTATIVE IS P; ?£SENT. 6. INFORMATION ON EXISTING UTILITIES AND OTHER SJ/8-STRUCTURES WAS OBTAINED FROM TH£ APPROPRIATE AGENCIES. EXISTING UTILITh'S SHALL 8£ MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE N, 1T£0 ON THE PLANS. UNLESS OTHERWISE DIMENSIONED, lOCAllONS OF EXISTING l17l/71ES AND SUB-STRUCTURES SHOWN ON THE l)RAWINGS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL POT- HOLE AND VERIFY EXACT LOCATIONS, ELEVATIONS ANO DIMENSIONS IN THE RELD PRIOR TO CONSTRUCTION IN TH£ AREA OF 'THE SPt CIFIC SUB-STRUCTURES AND AT ALL CONNECTION POINTS. WATER, GAS. ELECTRIC; AIONE AND CABLE IV SERVICES ARE NOT SHOWN ON TH£ PLANS. THE CONTRACTOd SHALL flELD VERIFY LOCAllON OF All WET AND DRY lffll/TY SERVICES CROSSED AND PROTECT 'THEM IN PLACE. TRAFFIC SIGNAL CONDUIT AN[J lOOP;i ARE SHOWN ON TH£ PLANS WHERE DETAIL PLANS AR£ AVAILABLE. HOWIM:R, THE PLANS DO N JT REFLECT All DF THE TRAFRC SIGNAL CONDUITS· ANO LOOPS. THE CONTRACTOR Sf'All FIELD VERIFY LOCATION OF ,ALL»~,~fJ:.;L LOOP.. :S: CONOU. 1TS·.· .. AN.· .. 'D···· WIRINC ANO PROTECT.THEM IN PLACE OR R£P!.ACE ''!flt.M PER . THE.: PJRO,!£Cl !Mfil/AL,, •• ~}, ,,,,, , .'" , ',,,,,,,;;,;;·,;-;,>; 7. ,, AqEQUATE TRAFFIC ANO .SAFETY ME,4(,URES SHALL /JE MAINTAINED BY THE PROPER • -SCIJ!:DULING OF FACILITY INSTALLATION, PAVEMENT RH:ONSTRUCT!ON, APPROVED TRAF- FIC CONrROL DEWCES, AND IN ACCORDANCE WITH SI. 'CURED OR PROV/0£0 PERMITS. 8. CONTRACTOR SHALL REPLACE.: All £XISTING R£FL£Ci10N MARKERS 0/Sl1.IRBED ALONG TH£ ALIGNMENT PER THE STANDARDS OF THE AGENC' HAVING JURISDICTION. ALL THE EXISTING STREET L/GHllNG INSTALLATIONS SHALL 8£ , 'ROTECT£D IN PlAC£. DISRUPTED OR DAMAGED ST//EET L/GHllNG SYSTEMS SHALL BE fiEPAIRED OR REPLACED TO THE SAllSFACT/ON OF THE AGENCY HAVING JURISDICTION ,,VER THE AREA. DAMAGED STREET LIGHT CONDUIT OR CABLE SHALL 8£ REPLACED FROA r POL£ TO POL£. 9. ALL APPROACHE9. TO PRIVATE AND PUBLIC DR/Vlli\YS ANO INTERS.!r:llNO STREETS SHALL 8£ KEPT OPEN TO TRAmc AT ALL llMES. CONTRACTOR SHALL INFORM ALL PROPERTY OWNERS OR BUSINESSES A MINIMUM OF ,.!ff HOURS PRIOR 7D PERFORM/NO ANY CONSTRUC710N WHICH Will IMPEDE THE NORMAi ACCESS THROUGH TH£fR DRIVE- WAY.S: 10. All CONSTRUCTI0/1 SHALL CONFOM TO AWWA STANDARDS AND SPECJFICAllONS, /RV/NE RANCH WATER /)/STRICT CONSTRUCTION MANUAL AMO TH£ PROJECT MANUAL CON- STRUCllON WORK."HOURS SHALL BE AS SPEC/RED IN TH£ PROJECT MANUAL. THE CONTRACTOR SHAJ,L HAVE A COPY OF THE /RWD Pf'O✓ECT MANUAL, CONSTRUCT/ON MANUAL AND CONfTRUGT/ON PLANS ON THE JOB AT All 7/MES. 11. A PRE-CONSTRUctTON CONFERENCE OF REPR£SENTA.7VES FROM AFFECT£IJ AGENCIES AND THE CONTRAOTOR SHALL BE HELD ON THE JOB SITE 24 HOURS PRIOR TO THE START OF IWRK. ' 12. AC7VAL flEW C0~/710NS MAY VARY FROM THOSE SHOWN ON Pl.AN AND PROFILE DRAWINGS. THE CONTRACTOR SHALL BE RESPONS/81 E FOR VERIFYING ACTUAL ABOl-f° GROUND AND UNt£RGROUND CONDITIONS PRIOR TO Sl'.RT OF CONSTRUCl/ON. ' 1 J. ALL BURIED VAL V& Sf/All BE PROVIDED WITH RISER 'i, VAL VE BOXES AND COVERS. NUTS AND BDLTS'$HAll BE 316 SWNLESS ST££L. ' :f i i IRVIN£ RANCH WATER !JISTRICT APPROVAL OF SEWER AND D01.fESTIC WATER CODE 3515 FACILITIES PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE 50'61P ' s-jt<{/01 FP.G. FOLLOWING IS PERFORMED: !. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. NUMBER _________________________ ~ 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D. NUMBER FROM UNDERGROUND SERVICE ALERT (1-800-422-4133/ AT LEAST TWO WORKING DAY.S' PRIOR TD COMMENCING EXCAVATION. SIGNED DATE. Sf/PERVISED BY Jv,.,.4--C: ~·4<. REYIEWED BY DATE DATE ¥<+/01 DATE ~STE'i,i. ,r~ 1st N . 2.2446 XPIRES -J0-0 lffl--+------1----------------------+-----~ CHECKED: R.J.A. CIVIL Cf°~ IRWD STANDARD SEWER NOTES A. THE SEWER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. All SEWER WORK SHALL CONFORM TO THE DISTRICT'S 'STANDARD SPEC/RCA TIONS FOR THE CONSTRIJCT/ON OF WAT£)?. SEWER, AND RECI.A!MED WAIER FACILl.17ES: AS LAST REVISED. 8. THE SEWER CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S STANDARD SPECIF/CA T/ONS ON TH£ JOB. C. THE CONTRACTOR SHALL OBTAIN A CITY OR COUNTY PERMIT FOR WORK DON£ ON PUBLIC RIGHT-OF-WAY. D. TH£ DISTRICT ENGINEERING omcE SHALL BE CALLEO FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (714)453-/5300 OR 4$3-5815. £. A PRE-CONSTRUCTION CONFERENCE SHALL BE HEW 48 HOURS BEFORE STARTING CONSTRUCllON WORK. F. THE C.ONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE DJ5TING S£WD1 SYSTEM FOR l-f°f/lRCA710N OF LOCATION AND ELEVATION BEFORE CONSTRUCllON G. S1A710NS SHOWN AS 0+00.00 AR£ SEWER STATIONS AND ARE INDEPENDENT OF All OTHER SI'. TIONS. H. All LA TERA LS ARE TO BE STAKED BY A SURVEYOR BEFORE TPENCH/NG ANO A COMPLETE SET OF CIJT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR .. /. ALL SEWER MANHOLE LIDS ARE 1V HA~ "!RWD" Cl-ST THEREOI/ AS SHOWN IN DRAWING 5-4. J. THE DISTRICT WILL INSPECT AND TEST THE SEWER COLLECT/OH SYSTEM ANO LATERAL SEWERS TO THE PROPERTY Cl£4N-OUT. PRIVATELY OWNiD SEWER LATERALS FROM THE PROPERTY LINE CLEAN-OUT WILL BE INSPECTED AND lfSTED BY TH£ CITY OF /RV/NE OR OTHER APPROPRIATE AGENCIES IF OUTSIDE THE CITt OF IR'IINE. K. INFILTRATION ANO AIR TESTING OF SEWER LINES SHALL BE IN ACCORDANCE WITH THE DISTRICT'S "STANDARD SPECIFlCAT/ONS FOR THE CONSTRUCT/OIi OF WATER, SEWER, ANO RECLAIMED WATER FACILITIES: L. All S€WER LINES SHALL BE BALLED IN '/I-IE PRESENCE OF TH[ O/ST1?/CT INSPECTOR BEFORE COMPLETION OF ALL LEAKAGE TESTS. M. PIPELINE.: LEAKAGE TESTS SHALL BE MADE IN THE PRESENCE OF THE DISTRICT INSPECTOR, ONLY AFTER BACKFILL HAS BEEN COMPLET£0, COMPAC/JON TESTS ON BACKFILL HAVE BEEN MADE, AND THE BACKFILL HAS BEEN ACCEPTED BY THE DISTRICT INSPECTOR. N. ALL SEWER MAIN LINES 15-!NCHES ANO LARGER ARE TO 13£ INSPECTED BY THE DISTRICT USING A CJ.OSED CIRCUIT TELEVISION SYSTEM. A VI/JEO TAP£ RECORDING WILL BE MADE OF '/1-1£ INSPECllON. 0. TH£ CONTRACTOR IS TO PROVIDE TH£ DISTRICT WITH AN AS-BWLT SET OF JOB PRINTS WITH TIE-DOWN MEASUREMENTS FOR All LATERALS AND MANHOLES. P. BEFORE FINAL ACCEPTANCE, THE D£V£/..OPER'S ENGINEER SIGNING THE PLANS Sf/All FURNISH THE DISTRICT WITH A SET OF AS-BUILT MYLARS OF THE SEWER PLAN Q. CURBS SHALL 8£ INSCRIBED WITH AN ".5°' IND!CAllNG LOCArtONS OF ALL SEWER LATERALS. R. CURBS SHALL BE INSCRIBED WITH llES FOR All MANHOLE LOCATIONS. S. THE CONTRACTOR WORKING ON I.R.W.D. SEWER MAINS MUST HAV.: A C-34 LICENSE OR A CLASS A CONTRACTORS LICENSE T. CONTRACTOR SHALL OBTAIN ANO SHOW PROOF OF A DEWAi'l:RING PERMIT FROM THE STATE.: OF CALIFORNIA, REGIONAL WAi'l:R QUALITY CONTROL BOARD PRIOR TO START OF EXG:4 VAT/ON. IRWD STANDARD WATER NOTES A. THE WATER SYSTEM IS TO BE !NSTALL£1) BY THE OEVEl..OPER .. All WATER SYS.TE¥ WORK Sft,!i.L CONFORM TO THE 0/SlRICrs. "STANOARD SP,ECIFICATIONS FOR THE COflSTRl.!CT/ON OF WATER, SEWER, AND RECLAIMED WATER fil,C/l!TIES'. AS LAST REIi/SEO. B. TH£ DISTRICT ENGINEER/NO omc£ SHALL BE CALLED FVR INSPECTION FOUR (4) DAYS BEFORE START OF WORK AT (714)453-5300 OR (714)453-5615. C. A PRE-CONSTRUC710N CONFERENCE OF REPRESENTA.17~5 FROM AFFECTED AGENCIES ANO THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48-HOURS PRIOR TO SlART OF WORK. D. THE WATER SYSTEM IS TO B£ STAKED BY THE DEVELOPER'$ ENGINEER AT A MINIMUM 50-FDOT STAT/0/,//NG IF THERE ARE NO EXISTING CURBS. £. ANY WATER SERVICE FOUND TO B£ WITHIN A DRIVE'#AY OR SIDEWALK SHALi. BE REMOl1:D COMPLETELY AND REINSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. F. ALL MAIN LINE VAL v£S' SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT. ANO ALL VALVE STEM TOPS HAVING OVER 48-!NCHES OF COVER Will REQ/1/RE AN EXTENSION AS PER DRAW/NO W-8. G. IN F?ESIO£Nl7Al STREETS, THE TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW THE FlMSHED STREET SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON All PRIMARY ANO SECONDARY STREETS. H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE' 4-INCHES ABOVE rHE CONCRETE: PAO OR SIDEWALK WITHOUT TH£ USE OF SPOOLS ANO SHALL 8£ LOCATED A MINIMUM OF 3 FEET FROM THE £CR OR BCR AT INTERSEC770N. I. ALL WATER MAINS 6-/NCHES THROUGH 12-INCHES SHALL BE CLASS 150, AWWA C-900 PVC, UNL£SS OTHERWISE NOTED. J. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO Dr/STING DISTRICT WATER MAINS PRIOR TO CONDUCl/NG AN APPROVED PRESSURE TEST ON THE NEW WATER D!STR/BUllON SYSTEM. TAPPING SLEEVES SHALL BE PRE:SSURE TEST£.:!) IN AN APPROVED MANNER IN THE FIELD, IN Tri£ Pl?ESENCE OF THE DISTRICT INSPE.:CTOR, Pf'/!OR TO TAPPING 7H£ MAIN LIN£ TAPPING OF Tri£ MAIN UN£ SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. K. WHERE METERS AND METER BOXES ARE LOCATED W/lH/N SLOPES, THE ANGLE METER STOPS SHALL 8£ SO LOCATED THAT THE METERS AND BOXES Will BE PAP.ALLEL ANO FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE L. NO METER IS TO 8£ PLACED WITHIN ANY SIDEWALK OR DRMWAY AR£4. M. CURBS SHALL BE INSCRIBED WITH A "W" INDICATING LOCATIONS OF All DOMESTIC WA 7l:R SERVICES. N. INDIVIDUAL RRESSURE REGULATORS ARE REQUIRED BY TH£ UNIF0/1M PLUMBING COO£ IF AVERAGE STATIC PRESSURE IS 80 PSI OR MOR£ 0. CURBS SHALL BE INSCRIBED WIT/./ TIE DOWNS FOR All VAL v.t LOCATIONS. P. THE CONTRACTOR SHALL EXPOS£ ALL JOIN POINTS TO THE EXISTING RECLAIMED WATER S'r'STEM FDR V£Rlf/CA710N OF HORIZONTAL ANO V£RTICAL LOCATION BEFORE GONSTRI.ICTION. Q, FINAL INSPECTION FOR WATERLINE MUST INCLUDE WAl'ER SliMPLES TH/>T Will T£ST FOR CONDUCTIVITY, TURBIDITY, AND ODOR. TH£ TURBIDITY MUSTS£ LESS THAN 2.5 NT/./ AND THE ODOR MUST 8£ LESS THAN 1.0 TON. NOT TO /NCl/10£ CHLORINE ODOR, TO BE ACCEPTABLE. R. THE CONTRACTOR WORKING ON I.R.W.D. WATERMA/NS MUST HAVE A C-34 LICENSE OR A CLASS A GENERAL CONTRACTORS LICENSE. S. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DfYIATER!N/l PERMfT FROM THE STATE OF C,,.l/fORNIA, REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO START OF EXCAVAllON. PRE:PAJ?w BYc SP2, INC. 18195 MC DURMOTT EAST -SUITE •c• IRvlNE, CALIFORNIA 92614 PHONE.· (949) 660-8822 FAX· (948) 660-0920 //f / ,;;;"~~= I • ...... \,/~~ ,;,11101 Ylfiij,j' E STEVENS0~22446 DAT£ SHEET INDEX SHEET NO. DRAWING TITLE I. TITLE SHEET 2. UTILITY PLAN BENCH MARK' OCBM JDD 4 70 ABOUT 0.2 OF A MILE NORTHEAST ALONG BONITA CANYON ROAD FROM THE INTERSECTION OF CAYOTE C.ANYON RDAO; 186 FEET SOUTHWEST OF 711£ CENTERLINE OF A BELL SYSTEM T£LEPHONE COMPANY MANHOLE COVER, 78 FEET SOUTHEAST OF THE CENTERLINE OF BONITA CANYON ROAD, 5 FEET NORTrlfAST OF A PWERPOLE NUMBER 18616420£, IN THE TOP OF A CONCRETE POST, 0.2 OF A FOOT ABOVE THE GROUND ANO ABOUT LEVEL WITH THE CENTER OF BONITA CANYON ROAD, WITNESS/ID BY A STEEL POST, I FOOT NORTH£4ST. ELEVATION 200.173 ADJ. 1976 BASIS OF BEARINGS THE BEARINGS SHOWN HERON AR£ BASED UPON THE CENTERLINE OF BONITA CANYON ROAD BEING N74'37'40"£ AS SHOWN ON A MAP FILED IN BOOK 302 PAGES 7 7 AND 12 RECORDS OF THE ORANGE COUNTY. EROSION CONTROL NOTES I. ALL l+VRK SHALL BE IN ACCORDANCE WITH THE GRADING CODE OF THE AGENCY HAVING JURISDICTION ANO ANY SPECIAL REQUIREMENTS OF THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, SANT.4 AN<! REGION. 2. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. TIIE CONTRACTOR SHALL SUBMIT EROSION CONTROL Pu.NS TO THE DISTRICT AND COUNTY IF REQUIRED FOR APPROVAL PRIOR TO SEPTEMBER 30, OR WITHIN 7 DAYS OF NOTICE TO PROCEED. 3. BETWEEN OCTOBER 7 5 />NO .114 Y 7 5, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE DAY PROBABILITY OF RAIN EXCEEDS JOX. DURING THE REMAINDER OF THE l'VIR 71-/EY SHALL BE IN PLACE AT THE £ND OF TH£ WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 5DX. 4. A STANDBY CREW FOR EMERGENCY WORK SHALL 8£ AVAILABLE AT All THE TIMES OUR/NC THE RAINY SEASON NECESSliRY MATERl4LS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT/ON OF TEMPORARY EROSION CONTROL DEVICES WHEN RAIN IS IMMINENT. 5. EROSION CONTROL 0£V/CES SHALL NOT 8£ REMOVED DR MOD/RED WITHOUT THE WRITTEN APPROVAL OF THE OWNER. 5. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERM AND DES/LT/NG BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED OUR/NC A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. 7. rHE TOP OF ALL EX/S7/NG DITCHES ANO STORM DRAIN CHANNELS A/JJACENr TO THE CONSTRUCT/ON AREA SHALL BE GRADED SO THAT STORM RUNOFF Will DRAIN AWAY FROM THEM. THE STORM RUNOFF SHALL BE CONl'.INED ANO DESILTEO BEFORE BEING ALLOWED 7'0 ENTER THE FLOOD CONTROL FACILITIES. THIS MAY BE ACCOMPLISHED BY CONS/RUCTION OF A COMPACTED EARTH BERM OF MINIMUM HEIGHT 72·-INCHES AND A MINIMUM SLOPE OF 3: 1 OR AS RECOMMENDED BY A OIJAURED SOIL ENGINEER. 8, ANY DRAINAGE DITCH OR EARTHEN WALLED STORM DPAIN CHANNEL THAT IS ADJACENT TO A PIPELINE TRENCH OR WITHIN THE LIMITS OF THE CONSTRUCTION EASEMENT IF DAMAGED OR ALTERED SHALL BE RESHAPED TO THE SAllSFACTION OF TH£ OWNER. 9. IF EROSION PROBLEMS OCCUR, THE CONTRACTOR SHALL CORRECT lHE CONDITION IMMEDIATELY AND PRIOR TO RECEIVING A CORRECllON NOllC£ FROM lHE OWNER. IF A N071C£ IS ISSUED ANO TH£ EROSION PROBLEM IS NOT CORRECTED, THE OWNER Will PROCEED TO HAVE TH£ DEFECTS REPAIRED AT THE CONTRACTORS EXPENSE, AND ALL COST INCURRED WILL BE DEDUCTED FROM SUMS DUE THE CONTRACTOR. UTILITY AND AGENCY INDEX /RV/NE RANCH WATDI DISTRICT (1.R.W.D.) (OPERATIONS) /RV/NE RANCH WATER DISTRICT (I.R. W.D.} (INSPECTOR) /RV/NE RANCH WATER DISTRICT (I.R.W.D.} (ENGINEERING) CITY OF !RV/NE PUBLIC WORKS CITY OF /RV/NE (/NSPEC770N) CITY OF NEWPORT BEACH PUBLIC WORKS COUNTY OF ORANG£ SOUTHERN CALIFORNIA OAS COMPANY PAC/RC BELL SOUTHERN CALIFORNIA EDISON CO. COMCAST C,,.BLE VISION UNDERGROUND SERVICE ALERT UTILITY PLANS FOR (948) 453-5746 (949) 453-5615 (949) 453-5300 (949) 724-6300 (949) 724-6500 {949) 644-3342 (714) 834-5707 (714) 63-4-3117 (714) 259-4449 (714) 973-5449 (714) 338-2000 (BOD) 422-4133 SHEET 1 OF ST. MATTHEWS CHURCH 2 2DD35/UU!Hy-Pians/Ull/ity-Sht f /5-I 1-01 ---------------------------- ST STA 4 f +66. 98 80N/7A CANYON RD. ST STA. 5+64.85 PRAIRIE \ \ 30' SEWER S7A 25+84.;JZY (1811.83 SEWER /NV.) 0sEM"R SDI 26+62.57 1(190.61 SEWER !NV.}" CONNECTION MUST 15' 8£ INSPECTED 8Y 1.R.W.D. INSPECTOR 0 30' 60' >--- SCALE IN FEET SIA 1 +00.00 PRAIRIE STA 82+13.47 FORD RO. ' I I I I I \ I I I I \ \ \ \ \ \ I \ I . • ' I \ ' \ l--+....---+-----------------------t-----7 ?RAWN: F~P.G. 1-----1-------+----------------------t------& t;:HECl<ED: R.JA CONSTRUCTION .NOTES QUANTITY PRIVA rE SEWER 0-REMOVE £XISTING MECHANICAL SEWER PLUG AND JOIN TO EXISTING 6" SEWER MAIN. . . 1 £A. @-cONS7f?UCT 6" P.V.C. (SDR-35) SEWER LINE IN TRENCH PER I.R.W.D. STD. DWG S-5 .... 283 L.F 0 CONSTRUCT 4" P.V.C. (SDR-35) SEWER LINE IN TRENCH PER I.R.W.D. SlD. DWG S-5... 93 l.F. ©--CONSTRUCT CLEANOUT PER I.R.W.D. STD. DWG. S-9. 0-REMOVE 4ND REP!.ACE A.C. IN KIND ..... 0 -~CONSTf/LCT 6"X4" SEWER WYE STUB, WITH 4" SEWER PLUG .. & @-··· @- @- @- PRIVATE WATER CONSTRICT 4" D.I.P. WATER MAIN PER I.R.W.D. STD. DWG. W-11 .. CONSTRICT 4" P.V.C., C-900 CLASS 150 WATER MAIN PER I.R.W.D. STD. DWG. W-11 CONSTRICT RR£ DEPARTMENT CONNECTION . CONSTRICT 4" TEE PER I.R. W.D. STD. DWG. W-12 .. INSTALL P. V.C./D.I.P. COUPLING PER I.R. W. D. SPECS._ . @--CONSTRl.r:T 4" 90" BEND PER !.R.'11.D. STD. DWG. W-12 .... @ INSTALi. 70NCRETE THRUST BLOCKS PER I.R. W. D. STD. DWG. W--12 @--INSTALL t" WATER U/\/E PLUG ....... . PUBLIC WATER 10 £A. 240 S.F. 1 EA. 128 L.F. 98 L.F. I EA. i EA. 1 EA. 1 EA. , ,,,«·\ \_~_.,.,.," CONSTRUC:T 8" P.VC., C-900 CLASS 150 WATER MAIN PER I.R.W.D. STD. DWG. W-11. CONSTRUCT4" P.VC., C--900 Cl.ASS 150 WATER MAIN PER I.R.W.D. STD. DWG. W-11. .. 334 L.F. . g L.F. CONSTRUCr STD. FIRE HYDRANT ASSEMBLY PER /.R.W.D. STD. DWG. W-6 &: W-7 ...... . . ...... 1 EA. CONSTRUCT 2" COPPER DOMESTIC WATER SERVICE INSTALLATION PER I.R.W.D. STD. DWG. W-2 .. CONSTRUCT 1" COPPER !RR!GA770N WATER SERVICE INSTALLATION PER I.R.W.D. STD. DWG. W-1. CONSTRUCT 4" DOUBLE CHECK BACKFLOW ASSY. PER I.R.W.D. STD. DWG. W-16 1 EA. 1 EA. 1 EA. 1. IA CONSTRuo· 8"x6" TEE PER !.R.W.D. STD. DWG. W-I2 .. @)--CONSTRU/7 8"x4" FLGxPO REDUCER PER I.R.W.D. STD. DWG. W-12 .......... . @-CONSTRUCT 8" 90" BEND PE/? I.R.W.D. STD. DWG. W-I2 .. @ '7-fNSTAlL CONCRETE THRUSLBLOCKS PER i.R.W.D. STD. DWG. W-72 ©-SAWCUT, REMOVE&: REPLACE A.G. IN KIND .......... .. @---CONSTR!JCT 2" REDUCED PRESSURE PRINCIPLE DEVICE PER I.R. W.D. SPECS .. INSTALL 8" G.V PER I.RW.D. STD. DWG. W-7 ..... REMOVE OR EXTEND 4" F£CYC'LYED WATER MAIN TO MAKE COPPER SERVICE END OF CONNECTION ..... @-INSTALL ,,,, GATE VALVE PER !.R.W.D. STD. W-7. ENGINEER'S NOTICE TO THE CONTR:ACTOR TH£ CONNECTION OF PROPOSED SEWER TO EXISTING SEWER CONNECTION NEEDS TO BE INSPECTED BY I.R. W.D. INSPECTOR. 2. ThE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARl:fi OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING 1/T!UllES EXCEPT AS SHOWN ON THESE PLANS. THE COflTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTlUTY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FO.R THE UNDERGROUND UllL/TY ,"IPES, CONDUITS. OR STRUCTURES SHOWN ON THESE DRAWINGS. 3. CONTRACTOR SHALL VERITY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT All v!SCREPANCIES TO THE ENGINEER PRIOR TO THE COMMEfl'CEMENT OF WORK. 4. PR!i'JR TO CONSTRUCT!ON OF ANY CONCRETE STRUCTURE, THE CONTRACTOR SHALL 'IERIFY WITH THE SOILS ENGINEER, THE TYPE OF CONCRETE RECOMMENDED. 5. COi/TRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRt!CTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPER7Y. Tµ,AT rHIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, lNDEMN/FY AND HOLD THE OWNER, TH£ ENGINEER, AND THE CIT, OF NEWPORT BEACH AND /RV/NE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALL£GED, IN CONNECTION WITH T'rlE PERFORMANCE OF WORK CN THIS PROJECT, EXCEPTING FOR l!ABIL/TY ARISING FROM SOLE NEGUGENCE OF OWNER. ENGINEER, OR CITY OF NEWPORT BEACH, /RV/NE. 6. ALL UNDERGROUND UTIL/77ES OR STRUCTURES REPORTED BY THE OWNER OR OTHER, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICAT!:7J WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPT/NG THESE PLANS OR PROCEEDING WITH IMPROVEMENT.', 1 EA. . . I EA. .... 4 £A. 1 EA. 1 EA. I £4. 1 £4. 1 £4. PURSUAVT THERETO AGREES TO ASSUME L/ABIL/7Y AND TO HOLD UNDERGROUND HARMLESS FOR AIIY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERG'?OUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICArED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VAR!ANCi: WITH THOSE REPORTED OR SHOWN ON RECORDS EXAMINED. Underground Service Alert 7. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY OF NEWPORT BEACH BY TrlE CONTRACTOR, PRIOR TO COMENCEMENT OF CONSTRi"JCTION. Call: TOLL FREE 1-800 422-4133 ~~V, fl' TWO WORKING DAYS BEFORE YOU DIG "' No. 22446 EXPIRES -30-0 IL PREPARED BY.· SP2 , INC. 18195 MC DURMOTT £AST -SUITE '17" !RV/NE, C4L1r"ORNt4 926 ! 4 PHONE: (949) 660-8822 FAX.· (949) 660-0920 UTILITY PLAN,S FOR ST. MATTHEWS CHURCH SHEET 2 OF 2 20036 /Ut!!ity-Plons/Utility-Sht2/ 1 D-J--0 r