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S-89-3.1A X W V W Z ¢'_ J u i GENERAL NOTES FOR GRADING PLAN ? ! .1F I. All walk auu m•.rnais w -rfIntl ,Le put-it, ngm of waY s6J1 con Iv, nl lU i.,r a u, of C - ua. :vicsa .xancl- + \ 1 aids. The Conditions of 1pl•.ucal as appro,cJ ." fES 16 IYBB aril shall mra I the approval of the Cal% Lnkmeer. _ \ A ®1 AND _ 111 � PAVING PLAN2. .411 work shall he performed and all ntateriab shall br in acxordarcr with (ny of Cush �trsa Standard - t, ilfawmgs and the Standa- Specifications for Public 14 orks 1_onstrucuon, (Green Book) current edition. FOR 3. Contractor shall furnish and install all signs, lights, barricades, flashing arrow beard and any other traf- i TIP_ fic control or • a1,,,n�..ls, ;es, Including flagmen• as may be required by the City Engineer. All Items mentioned shall be in conformance with tile . c.C.H. requbeto do as specified in the latest edition c. the "Construction Sad Orders," a and K .A.T.City allh a to do see ,.iii be cued under applicable set O Lion of the C.V.C. and corrective costs to the City well be charged. POINTE' 4. Contractor shall obtain Engineering Division excavation and Rough Grade permits poor to start of any Off- or off -site constructions and, or grading and request inspection from City Engineering Division IN THE 24 hours in advance of performing any work. Telephone (714) 754 -5323. The Contractor shall maintain a copy of permits and signed plans on the job sire. S. Permits will be required from the Mesa Consolidated f west r and t, Orange County Sanitation District, CITY O COSTA and Costa Mesa 48 hours District for construction of water and sewer improvements. The contractor 1� S A ORANGE shall notify each J8 hours prior w beginning construction. 5A. Construction on Newport Boulevard requires permits and plan approval from Cal Trans as well as the City of Costa Meta. STANDARD WATER CONSTRUCTION NOTES i, S T A T E OF' C �ALIFORNIA, 6. (ieOlogiC and /Ot $0111 Reports rt red b , 1. ENGINEERING PLAN CHIECD /INSPECTION FEE AND PERFORMANCE GUA rTEE prepared y �ROV CRANf.IAIL 'LiS$so[ and dated BOND SHALL BE PAID AND APPLICATION /PERMIT (A. P.) COMPLETED THE NARLN Z2, 1988 have been reviewed and approved by the Building Official including APPLICANT PRIOR TO THE APPROVAL OF THE PLANS AND ISSUANCE OF THE all supplements, addenda, and amendments thereto are included by reference. COples of (hest reports A• P• FEES SHALL BE IN ACCORDANCE WITH DISTRICT RATES AND DEPOSIT are on file at All recommendations contained SCHEDULE. t therein mUSI k followed. 2. DEVELOPMENT IMPACT FEES SHALL BE COLLECTED BY THE DISTRICT AT THE TIME OCHER FEES ARE COLLECTED PRIOR TO APPROVAL OF PLANS OR g1NFl LOWS t7WFR SERVICE AGREEMENT, WHICHEVER IS FIRST. THIS FEE SHALL BE IN - -- 7, Estimated quantity of cut V..500 _ . Estimated quantity of fill ?5 30 ACCORDANCE N2TH DISTRICT RATES AND DEPOSIT SCHEDULE. (For plan check and permit fee purposes only, not for bid or -- vinent.) 3. WATER MAINS WILL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE MCWD. ' A. The Comractor shall 4. CON A pay for the initial soil and materials tests and any subsequent soil and materials TRACTOR TO HAVE, ON THE JOB SITE, A COPY OF THE LATEST STANDARD SPECIFICATIONS AT ALL TIMES. p PROJECT tats deemed necessary, due to the failure Of the initial tests, as Oeiermined by the City Engineer. 5. CONTRACTOR TO NOTIFY MCWD 48 HOURS PRIOR TO CONSTRUCTION (PHONE: > SOUTH (714)754 -5398 - INSPECTION DEPARTMENT). m �� COAST J A PERFORMANCE GUARANTEE BOND SHALL BE HELD ONE YEAR AFTER MCWD'S 9. Pe TH PLAZA vm ecnt and base thicknesses as shown are based on a prc!iminar> "R ' valor. During construction 6. NOTICE OF COMPLETION TO GUARANTEE WORK PERFORMED BY CONTRACTOR. a finds test shall be made to determine the actual "R" value and the :hicknesses will be adjusted accord- 7. SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WILL BE 10' ingly. Tests shall be made by a licensed Sods Engineer and approved by the City Engineer. HORIZONTAL AND 1' VERTICAL. UJ 8. A 15' WATER MAIN EASEMENT WILL BE GRANTED TO THE MCWD FOR 10. Parkway trees c.411 be planted and irrigation lines msWied inCudmg risers, heads• valves, and meters MAINTENANCE PURPOSES' 5' FOR WATER SERVICES (7.5') EACH SIDE of as directed and in accordance with the requirements of .ne (it% of C rota Ntesa Department of Leisure RAIN: 2.5' EACH SIDE OF SERVICE) . EASEMENT DOCUMENTS ARE TO BE SUBMITTED TO THE DISTRICT NO LATER THAN 30 DAYS AFTER THE NOTICE SAN DIEGO FRWY Services OF COMPLETION IS FILED. (� 9. SERVICE LATERALS WILL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE 11. Locale and protect all exists ng ulllities in place. Submit not i t ication letter along with plans to Soul hern INSTALLATION OF WATER METERS AND BOXES (PER MCWD STANDARD DRAWINGS Cr Calilprma Edison. Pacific Bed, and Southern Cal forma Gas Company pnur to approval of plan. /1. 12 AND 03). 10. WATER METER WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACXFLDW DEVICES REQUIRED FOR THE BUILDING AND IRRIGATION SYSTEMS LL y�! i l:. 411 mfutrucli0n .taking shat be dune by a bcensed engineer and. r :,CJ .1, w r.:ing as [u line and graJt�; HAVE BEEN INSTALLED, TESTED, APPROVED, AND CERTIFIED. CONTACT .1 ap�avcd plan and subrratted to the City Engineer. WATER QUALITY AT 714/754 -5398. -:ECT EXISTING ll"•':ITIES IN PLACE. VICINITY MAP f �12. WATER MAINS WILL HAVE 42• MINIMUM COVER TO FINISH GRADE. T 13. I'kt work shall be done on adjacent propertim or adjacel3uw •c: s tmprovcment. aithuut obtaining win- :13. RAISE EXISTING WATER VALVE COVERS TO GRADE (PER MCWD STD. DWG. 414) . N. 1 ten ptt W-,& n from t!ic : wner, of the adjacent pnsperties, anJ ummi : :ulg a :.,; v illocuf to rely Eng,:icer 14. INSTALL FIRE HYDRANT PER MCWD STANDARD DRAWING 44. N.T.S. Ulf Disnlor r 15. INSTALL SLOW -OFF PER MCWD STANDARD DRAWING 49. ' �� Ala. WATER MAINS WILL BE TESTED AT Z25 P.S.I. FOR FOUR HOURS. 14. VCC10N.cHxgan.sh.dlheprasectuan tleanph9 :onw.thuuldr, :lyv,,,.e, +,idrmm :mumil7L'.,mrn 17. BACKFIOR MATERIAL IN PIPE ZONE WILL HAVE A SAND EQUIVALENT CONSTRUCTION NOTES AND QUANTITIES' OF 30 OR GREATER. pie w aJrJCrm pnq*c'n OW 11,11 auJ the traveling public. i la. THE BACKFILL ABOVE THE PIPE ZONE YILL BE COMPACTED PER MCWD STANDARD DRAWING /let, AND BE IN COMPLIANCE WITH C.C.N. STANDARD I 15. ) All. SrRLLISIATION . Nit RIAI- NS101 Ill CLNI- FKIINJof THl.,iRfEl •WU(I. RBDATA DRAWING 817. 41 FER510 IHl MACE 111 !. l'RB 19. CHIP 20 •W IN CURB FACE TO IDENTIFY WATER SERVICE LOCATION. talk I - 120. INSTALL THRUST BLOCKS PER MCWD DISTRICT STANDARD DRAWING NO. 412. DESCRIPTION .QUANTITY 16. TIC at oatull of r halt Mauer w be mixed with the onacr,nl aggle •ale shall be fi • 21. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO . D 6 pent 1 M- dry weight. .. TRENCHING. CONST CONC. CURB PER 7YPE "A "PER CCM 5T0.O`f'(s, 3» -22. CONTRACTOR TO INSTALL TEMPORARY CAPS FOR TESTING AND CHLORINATION ?-f 70 Z 17, �,l andaground work ,hail PC mmpk:c prior In an • •,7a;c work it'. Ihr public right -of way. , PRIOR TO CONNECTING TO EXISTING I MAINS. O CON5T CONC. C!/RBd6U77ER TYPE "C- 6 "PgPCGN.SWD.O/4r.312 7 • I, � X27. CONTRACTOR TO RETURN ALL MATERIAL REMOVED TO MCWD YARD, EXCEPT A.C.P. , - ZO4.� 4S LF Id. line pe City ( y di prcssions are constructed, the at i n, i . ioid wilt shall t e cep r o%cd to properly 24. WATERRNMECONCRETE, TEC AND BOXES NATIVE BESOIL. INSTALLED BY MCWD BUT PAID FOR BY OTHERS. 3 C'7NST ;YDSS vUTTZ.f/EF? CC.L1 POGiP lint per Gip cf Costa Atha Standard Plans. Location, ty,vC and width are t< be approved h> rile City I O ! if ��dnag ^!. ,25. A DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON ALL HATER METERED f SERVICES TO ANY CONDOMINIUM UNIT OVER TWO STORIES OR FIVE OR MORE 60315T. AC PA!/E/14E/VT FEf/ s0 /LS REPORT fTEZOiYIiYJE/1/OA71 AIS n �+ UNITS ON ONE METERED SERVICE. CONTRACT WATER QUALITY AT O S'J, ?�/ SF 1'1. I� processsd miscellaneous base may be used in Iteu of crushed aggregkc hase N (714)754-5398. Zf IF 76. IRRIGATION METERS WILL REQUIRE A REDUCED PRESSURE PRINCIPLE ASSEMBLY. O CON5T. ROLLED CURB � 6U7TER PEROE7X11_ HEREON 27. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES TO AL INDUSTRIAL BUILDINGS. © CONST. Z'� "CURB OPEN /NG S _A 20. +'ty lot correl or OCEMA BM, monument, or tit destroyed or displaced shall be restored to its original 28. A DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON METERED WATEP _ positio.. bi . fi:ensed engln:er u, : - eyor. Any change it location or elecauon shall be reported to SERVICES TO ALL COMMERCIAL BUILDINGS. O CON5T. Y -O /7ZH PE? OEJ 4/r. 5HT Z Pae City Engineer and OCE11.Y by a Gccmc„ engine• or I.nd surveyor on 8 :' x 1 "' papc (one slue 39' IN LANDSCAPED AREAS, NO TREES SHALL BE LOCATED IN A MCWD EASEKLUT %O LF only) suowing LOCat,un and lies Or icve! run. Olt WITHIN 7.5 FEET OF ANY MCWD FACILITY. Q CONST. G'' AC BERM __ 30 LF sl. AM eXHS..t.g -r-,,.a .aursr on the project must continue to Junction, especially during storm iota- O C04149T. TiP,QN5 /TjON fiWAI B "CFV 6 "CF 304 LF �ons, and appruv� measures and temporary drainage provisions must be used to protect joining rs J +riag the gradint project. In all cases the Contractor and /or deselo r shall be L ' f;ld Us* e>• any duaage due to obstruction of nati.ral drainage patterns. It the foregoing cannot be /0 CONST TiQ4NS /T. 1 V ,yP TO 4 /O LF M I SEWER CONSTRUCTION NOTES "V ti clil r Kith, a fully executed, notarized, and recorder( zgreement between the affected parties will ' // CONST. CRO55- 6U77ER PER TYP/Cgz. o,5-r HEREON /B2 5F r ' LI/. "red' f, 1. ALL WORK SMALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXCEPT AS MODIFIED HEREIN, THE WORK AREA TRAFFIC I© COrI/ST. GYyEELC ///Yr9R.4i1�lP�EgCCiIiJSTD 0116 4/6, MOD /i /ED `YNf.9ENEGESS4.?l' 6 A. V r �11 IrW rouses must be approved by -the Manager of Transfortation Services. CONTROL HANDBOOK, AND THE STANDARD PLANS AND SPECIFICATIONS OF Till' i - COSTA MESA SANITARY DISTRICT. REA4Dl�E C!G Bi SAGYLY/T7 /N6 JO //VT 9ETIYEENAZ/ GUlTE/>? /FAG /SCUTOR LLL ifs 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY 0 OA/I�l,9GE0�ECOrVST.�iYJ /r1/. W1711S"s4CO&W /Z -'CA.B 374.7SLF 23. I11t prJ)Kh#tg shall be mLntaintd Ina "wet -down" condition to the degree necessary to present excel- j I PERMITS AND SHALL COMPLY WITH ALL SAFETY ORDINANCE, ROGULATIONS, se duo Peaandicahy, spillage and dust shall be removed horn the public righi-of -way by sw telling or ORDERS, AND SHALL BE SOLELY RESPONSIBLE FOR THE A :•.A. �prnlling; however, watering that results in mud On public s.reets is not permitted as a substitute for T 3. M S FE'TY CONDITIONS OF /4 C COr1/ST. 4 "CU!/B EO.QEME/TGENCI' 1'EH /CYEALCESS other CkaruMp n.ethods. 3 QUICallnf. TO EXISTING MANHOLES SHALL BE DONE BY CORE DRILLING ONLY TYPE JOINTS ARE APPROVED FOR VITRIFIED CLAY PIPE WITH THE EXCEPTION THAT TYPE •D• CUT - hull maiwai-I e. cops of ,aid permit and stamped plans on the joh sue. l sr.' of District properly and #•Ontorman:c w.th the abuse shall be subject inspection and approsal bs the District's July assigned UNLESS OTHERWISE APPROVED BY THE DISTRICT ENGINEER. NEW CHANNELS Ill / /© C CO/VST. PA,jffWW L7r5411V PEA CCM STQ OI�YY 4/7 C//1/LET T/'PEII) inspector. District inspector shall be notified 24 hours prior to commencement of any skulk eel accorJ- 24, t t!ji M trcnCh backf.11, material. and CompaCtiOn shalt conform to CCM Standat•. Flo. 813. Bore under 6' D IN THE ill f m THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT +SHALL APPLY CONTINUOUSLY AND NOT BE LIY '.''ED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL ANY YD, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER ITHTHE FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN COIJNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTINU FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OF THE ENGINEER. me Tts/rOVQnents- twulelling is not allowed. No Cr ;n excavations will be allowed overnight -back fill I S YDS ANY ANNULAR SPACE AROUND PIP£ AT MANHOLE BASE •© /B C CONST. O'"CF TOG'�F T.PANS /T /O.0 TE,f OETA /L O 10. ALL TRENCH BACKFILL AND BEDDING SHALL BE COMPACTED TO 90 PERCENT (It :tie. k!I 4 4. L LATERAL CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE BY THE USC ON Sf/EET2 lfsa Standard Plan, and mect the approval of flat ('if) E- ngmecr. 25. A ACC a S. E EX STI G SEWER PER STD. DWG. NO. 5- 304 -D. / /9 T { � :•.A. �prnlling; however, watering that results in mud On public s.reets is not permitted as a substitute for T 3. M S FE'TY CONDITIONS OF /4 C COr1/ST. 4 "CU!/B EO.QEME/TGENCI' 1'EH /CYEALCESS other CkaruMp n.ethods. 3 QUICallnf. TO EXISTING MANHOLES SHALL BE DONE BY CORE DRILLING ONLY TYPE JOINTS ARE APPROVED FOR VITRIFIED CLAY PIPE WITH THE EXCEPTION THAT TYPE •D• CUT - hull maiwai-I e. cops of ,aid permit and stamped plans on the joh sue. l sr.' of District properly and #•Ontorman:c w.th the abuse shall be subject inspection and approsal bs the District's July assigned UNLESS OTHERWISE APPROVED BY THE DISTRICT ENGINEER. NEW CHANNELS Ill / /© C CO/VST. PA,jffWW L7r5411V PEA CCM STQ OI�YY 4/7 C//1/LET T/'PEII) inspector. District inspector shall be notified 24 hours prior to commencement of any skulk eel accorJ- 24, t t!ji M trcnCh backf.11, material. and CompaCtiOn shalt conform to CCM Standat•. Flo. 813. Bore under 6' D IN THE ill f m THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT +SHALL APPLY CONTINUOUSLY AND NOT BE LIY '.''ED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL ANY YD, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER ITHTHE FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN COIJNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTINU FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OF THE ENGINEER. me Tts/rOVQnents- twulelling is not allowed. No Cr ;n excavations will be allowed overnight -back fill I S YDS ANY ANNULAR SPACE AROUND PIP£ AT MANHOLE BASE •© /B C CONST. O'"CF TOG'�F T.PANS /T /O.0 TE,f OETA /L O 10. ALL TRENCH BACKFILL AND BEDDING SHALL BE COMPACTED TO 90 PERCENT (It :tie. k!I 4 4. L LATERAL CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE BY THE USC ON Sf/EET2 lfsa Standard Plan, and mect the approval of flat ('if) E- ngmecr. 25. A ACC a S. E EX STI G SEWER PER STD. DWG. NO. 5- 304 -D. / /9 T Ti�E4VCf/ F/E�i/O/GgL 0 hE!OrVST,?UCT /ON J°E.� CC�1�! ST4 B/3 0 10.4 88 an.1 A 6. A ALL NEW SEVER CONSTRUCTION SHALL MAINTAIN A MINIMUM DISTANCE OF 10 NOTE TO CONTRACTOR, SEE T. __ { I 26. o I F 11. FEET HORIZONTALLY AND 1 FOOT VERTICALLY FROM WATER MAINS PER STD. Q Q R RE.J�JG1r/E EX /ST /rVG CATIH B.4S //V /P /OE f PL(/Y�, - 2 WORK STARTED: obstructions, within the public sidess'alk Such as poorer pules, strrm lights, I.rc r. draft, uF aly pedestals, D Y1"'. DUG • NO. 5 -110. ALL ON -SITE SLYER IS PRIVATE. G,YfIO /NG ,qNO A.9E NOT AO ✓//STEO FO.'T GEOLOG /C LONO /T /DNS. 7lsoaes and scree' signs sha!1 have a m :o-lnul' of •f .'• rs sidewalk placed behind them. 7 7. P PRIOR To ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE f f9 4 4041ST. 4' !/- O /TCff P I AND BEAR STREET. _ BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, PEA DE141Z qnn /% w } 21'f O `,S /. SLz/.PRY SEelC 461wr ewrlRE 27, i is$ Bilt" drawings shall be submitted to the Cit5Uninect mi;,!,,, io . :iPm,cumpletionofimprovements W MAKES AND COVE SHALL BE RAISED TO GRADE PER STD. DWG. NO. S -105. SEE SHEET 3 FOR ALL SEWER STORM DRAIN, _. 1V1,0ry o,=' STRE Ef- rsh.swn on the approved plans. j S 5. P SMALL 5E SET 18• ABOVE FINISHED GRADE. W WATER CONSTRUCTION NOTES A QUANTITIES COUNTY,! MED /qJN /iL4 /ES 20 20 I z y, zz TYPICAL CROSS - SECTION SOUTH COAST DRIVE ZD LF 9 / EA 4LF '6SSF / EA. /ZL.F i DAIS CHECKED BY CHECKED BY ASSISTANT CITY ENGINEER RCE .30 ' /Z I I I CURB OZE"Vas Z W//ERE IVD/CATED ON 411,E67.2. 30' DRIVEWAY s °E) N LONG SOUTH PROPERTY LINE! LEGEND T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F. L. FLOW LINE ELEVATION PAD PAD ELEVATION 1 F.F. FINISHED FLOOR ELEVATION F.G. FINISED GROUND ELEVATION H.P. HIGH POINT ELEVATION f - DIRECTION OF FLAW EXISTING ELEVATION Z9 TOP OF CURB AND FLAWLtNE ,?,, S" 4' VALLEY GUTTER DETAIL' ,V.T S /OEl�Y.4Llf 0/0 °ql tea /TYPO A - .c . VC. NT;J 0.07' 9 TYPICAL L 304 DRIVF r^,' a (OA/ �w AN lil a 4 I TYPICAL ROLLED CURB "{ MESA CONSOLIDATED COSTA IIESA Y DSTRWATER DISTRICT ?" :SANITAR ICT � of fteaca4t 9w, �R�c u, ® s,ro.LOnu „YL•ue wsr.,wrxrwYxzo-a+asY MC-10$5 AP-048% !AP F CONNECTION t'jrP 9.3o.gr , , -', - GYIL[MO,•IIMW L+IwMM•I.O ,u,n.wY.nlw SEWER IN BEAR ST, ^u 1i4. ; PREPARED UNDER THE SUPERVISION OF: `' -- Will lO �L-0 J. EDWARD RO E TS, JR. 21944 DATE APPROVED DATE STRICT ENGINES DATE DATE ITLE SHEET LPA &8-03 METRO POIINTE] a OFT SOUTH COASTS DRIVE PLAN 6i CITY OF COSTA MESA NUMB EaY"3w 0 /Ib �d8 DATE DEPARTMENT OF PUBLIC SERVICES/ ENGINEERING DIVISION r' J 3: +83 : :•.A. h plant, shalt be re p part per guidelines established M the Las .Angtk, C aunty kuaJ lepartinent or VAL OF THE DISTRICT ENGINEER AND LOCAL GOVERNING AGENCIES. •C• ESTIMATED DIRT QUANTITIES 32. 1 installation and work affecting Flood Con:rol Disc-act properties ter facilities shall conform with Jtand- QUICallnf. y, ONLY TYPE JOINTS ARE APPROVED FOR VITRIFIED CLAY PIPE WITH THE EXCEPTION THAT TYPE •D• CUT - hull maiwai-I e. cops of ,aid permit and stamped plans on the joh sue. l sr.' of District properly and #•Ontorman:c w.th the abuse shall be subject inspection and approsal bs the District's July assigned _ - JOINTS MAY BE USED FOR LATERALS AND SEWER inspector. District inspector shall be notified 24 hours prior to commencement of any skulk eel accorJ- fgcc with permit provisions. " PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ill REPAIR WORK. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT +SHALL APPLY CONTINUOUSLY AND NOT BE LIY '.''ED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL ANY YD, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER ITHTHE FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN COIJNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTINU FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OF THE ENGINEER. Z, SOC%4U YDS 2E. storm drain work and material, shall : onform'ca trlc 0CLNIA. 1_sCl CD. and the Cin of Cush 10. ALL TRENCH BACKFILL AND BEDDING SHALL BE COMPACTED TO 90 PERCENT F /LL (COrL1P/14TEO) DESIGNED BYttB A/ K W l . lfsa Standard Plan, and mect the approval of flat ('if) E- ngmecr. '. MINZMUM RELATIVE COMPACTION UNLESS OTHERWISE REQUIRED BY THE LOCAL GOVERNING APP. 11, SOOLU rOs ' X29. 0 10.4 88 APPROvEO PLANS 15Sr/eD Fo,Q CL1vS7-.Qdcnom !JErC' AGENCY. BACKFILL SHALL BE AS SPECIFIED BY LOCAL GOVERNING AGENCY. O /FEEfTE/UCES NOTE TO CONTRACTOR, SEE T. I lPy88 p catch basins shall have horizontal protection tars per LA('fCG Sea n..'arJ nrawmg ]D I'S, with 1 Urpfea,ioq Ni. \ J pLSlaoJard Urawuig 2Lr 415. 11. TRENCH RESURFACING SHALL NEtT REQUIREMENTS OF THE LOCAL GOVERNING AGENCY. JUOTE Th'Es'6" QU,4NT /T /ES ARE F0.9 /PDUGH Z3 ODOCU r ices' WORK STARTED: DESCRIPTION DISK ON TOP OF CATCH BASIN Y1"'. It 12. ALL ON -SITE SLYER IS PRIVATE. G,YfIO /NG ,qNO A.9E NOT AO ✓//STEO FO.'T GEOLOG /C LONO /T /DNS. 30. sd.rn, J1.6m nan :. ;. A.H be Icll )Ciuw aubglldt I Ile C (Intl actor sL511 IarsC the m.mhulC IGImC, I WORK ACCEPTED: I AND BEAR STREET. _ pl lllsl' /) IU fll.ldled grade and ntalC necessary r:pall, IU lhC 1 %J,e'R1Cn1. qnn /% w } 21'f O `,S /. SLz/.PRY SEelC 461wr ewrlRE INSPECTED BY: _. 1V1,0ry o,=' STRE Ef- / s i DAIS CHECKED BY CHECKED BY ASSISTANT CITY ENGINEER RCE .30 ' /Z I I I CURB OZE"Vas Z W//ERE IVD/CATED ON 411,E67.2. 30' DRIVEWAY s °E) N LONG SOUTH PROPERTY LINE! LEGEND T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F. L. FLOW LINE ELEVATION PAD PAD ELEVATION 1 F.F. FINISHED FLOOR ELEVATION F.G. FINISED GROUND ELEVATION H.P. HIGH POINT ELEVATION f - DIRECTION OF FLAW EXISTING ELEVATION Z9 TOP OF CURB AND FLAWLtNE ,?,, S" 4' VALLEY GUTTER DETAIL' ,V.T S /OEl�Y.4Llf 0/0 °ql tea /TYPO A - .c . VC. NT;J 0.07' 9 TYPICAL L 304 DRIVF r^,' a (OA/ �w AN lil a 4 I TYPICAL ROLLED CURB "{ MESA CONSOLIDATED COSTA IIESA Y DSTRWATER DISTRICT ?" :SANITAR ICT � of fteaca4t 9w, �R�c u, ® s,ro.LOnu „YL•ue wsr.,wrxrwYxzo-a+asY MC-10$5 AP-048% !AP F CONNECTION t'jrP 9.3o.gr , , -', - GYIL[MO,•IIMW L+IwMM•I.O ,u,n.wY.nlw SEWER IN BEAR ST, ^u 1i4. ; PREPARED UNDER THE SUPERVISION OF: `' -- Will lO �L-0 J. EDWARD RO E TS, JR. 21944 DATE APPROVED DATE STRICT ENGINES DATE DATE ITLE SHEET LPA &8-03 METRO POIINTE] a OFT SOUTH COASTS DRIVE PLAN 6i CITY OF COSTA MESA NUMB EaY"3w 0 /Ib �d8 DATE DEPARTMENT OF PUBLIC SERVICES/ ENGINEERING DIVISION r' J 3: +83 : I. 35. 1pmnis'+iYl to rtyuitsd tlom thangc County Environmental ' Management Agenc� for con tic rt nl into F Existing flood .ot:lrol channel and lot ill other work within their {unsdrLUUn. 32. 1 installation and work affecting Flood Con:rol Disc-act properties ter facilities shall conform with Jtand- fl Spaili_at.on, and "fill the provisions of the cons.ruetton permit gra•l: :J by elm Distrlc'. ( nlIr.iclor hull maiwai-I e. cops of ,aid permit and stamped plans on the joh sue. l sr.' of District properly and #•Ontorman:c w.th the abuse shall be subject inspection and approsal bs the District's July assigned _ - inspector. District inspector shall be notified 24 hours prior to commencement of any skulk eel accorJ- fgcc with permit provisions. " PRIVATE ENGINEER'S NOTICE TO CONTRACTOR UNDERGROUND UTILITIES &STRUCTURES _ THE EXISTENCE AND LOCATION OF ANY UVDERGROUND UTILITIES OR STRUCTURES THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT +SHALL APPLY CONTINUOUSLY AND NOT BE LIY '.''ED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL ANY YD, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER ITHTHE FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN COIJNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTINU FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OF THE ENGINEER. SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO rHE,BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE �HOWN ON 'THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRE_-AU IONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES R STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR I THE PR TECTIUC OF AND ANY DAMAGE TO THRSE LINES OR STRUCTURES. � 1 THE ENtiINEER AND OWNER SHALL NOT BE RESPONSIBLE OR LIABLE FOR THE CONTRACTOR'S ESTIMATE OF SALVAGEABLE MATERIALS FROM ANY INFORMATION SHOWN ON THIS PLAN, PROJECT SPECIFICATIONS AND PROJECT ADVERTISEMEN'.'. "CAUTION: THE. ENGINEER PREPARING THESE PLANS WILL N'T BE RESPONSIBLE FOR, R LIABLE FOR, UNAUTHORIZED CHANGES OR USES OIW -HESE PLANS. ALL CHANGES TO THE PLANS MUST BWRITING E IN WRITING AND MUST BE`TIPPROVED BY THE PREPARER OF THESE PLANS." R E V I S 10 N S CONTRACTOR -RE F E RE N C E S DESIGNED BYttB A/ K W l _NO' DATE DESCRIPTION APP. DRAWN BY: DT BENCH MARK NO. (EMA) CM-2"I REFERENCE PLANS 0 10.4 88 APPROvEO PLANS 15Sr/eD Fo,Q CL1vS7-.Qdcnom !JErC' ELEVATION 31.576 NOTE TO CONTRACTOR, SEE T. I lPy88 R/M ELE ✓5, K'ODGDP41N lAVVEKTS, CueO CHgnllrFS L/EA� A -'uree CHA,varES 7000OLO %L,ATE !v /T„'A t,4.voscAV6 PGAN WORK STARTED: DESCRIPTION DISK ON TOP OF CATCH BASIN STANDARD DRAWING NO. ,?/ %,312 -f I_ 416 AT N.E. CORNER OF SUNFLOWER AVENUE WORK ACCEPTED: I AND BEAR STREET. _ INSPECTED BY: _. APPROVED FOR WORK WITHIN SCUrH COAST I e n z r n i DAIS CHECKED BY CHECKED BY ASSISTANT CITY ENGINEER RCE .30 ' /Z I I I CURB OZE"Vas Z W//ERE IVD/CATED ON 411,E67.2. 30' DRIVEWAY s °E) N LONG SOUTH PROPERTY LINE! LEGEND T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F. L. FLOW LINE ELEVATION PAD PAD ELEVATION 1 F.F. FINISHED FLOOR ELEVATION F.G. FINISED GROUND ELEVATION H.P. HIGH POINT ELEVATION f - DIRECTION OF FLAW EXISTING ELEVATION Z9 TOP OF CURB AND FLAWLtNE ,?,, S" 4' VALLEY GUTTER DETAIL' ,V.T S /OEl�Y.4Llf 0/0 °ql tea /TYPO A - .c . VC. NT;J 0.07' 9 TYPICAL L 304 DRIVF r^,' a (OA/ �w AN lil a 4 I TYPICAL ROLLED CURB "{ MESA CONSOLIDATED COSTA IIESA Y DSTRWATER DISTRICT ?" :SANITAR ICT � of fteaca4t 9w, �R�c u, ® s,ro.LOnu „YL•ue wsr.,wrxrwYxzo-a+asY MC-10$5 AP-048% !AP F CONNECTION t'jrP 9.3o.gr , , -', - GYIL[MO,•IIMW L+IwMM•I.O ,u,n.wY.nlw SEWER IN BEAR ST, ^u 1i4. ; PREPARED UNDER THE SUPERVISION OF: `' -- Will lO �L-0 J. EDWARD RO E TS, JR. 21944 DATE APPROVED DATE STRICT ENGINES DATE DATE ITLE SHEET LPA &8-03 METRO POIINTE] a OFT SOUTH COASTS DRIVE PLAN 6i CITY OF COSTA MESA NUMB EaY"3w 0 /Ib �d8 DATE DEPARTMENT OF PUBLIC SERVICES/ ENGINEERING DIVISION r' J 3: +83 : ,?,, S" 4' VALLEY GUTTER DETAIL' ,V.T S /OEl�Y.4Llf 0/0 °ql tea /TYPO A - .c . VC. NT;J 0.07' 9 TYPICAL L 304 DRIVF r^,' a (OA/ �w AN lil a 4 I TYPICAL ROLLED CURB "{ MESA CONSOLIDATED COSTA IIESA Y DSTRWATER DISTRICT ?" :SANITAR ICT � of fteaca4t 9w, �R�c u, ® s,ro.LOnu „YL•ue wsr.,wrxrwYxzo-a+asY MC-10$5 AP-048% !AP F CONNECTION t'jrP 9.3o.gr , , -', - GYIL[MO,•IIMW L+IwMM•I.O ,u,n.wY.nlw SEWER IN BEAR ST, ^u 1i4. ; PREPARED UNDER THE SUPERVISION OF: `' -- Will lO �L-0 J. EDWARD RO E TS, JR. 21944 DATE APPROVED DATE STRICT ENGINES DATE DATE ITLE SHEET LPA &8-03 METRO POIINTE] a OFT SOUTH COASTS DRIVE PLAN 6i CITY OF COSTA MESA NUMB EaY"3w 0 /Ib �d8 DATE DEPARTMENT OF PUBLIC SERVICES/ ENGINEERING DIVISION r' J 3: +83 :