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S-86-2.1W lit 40 !D/o I �$/ EX/JT. STATER QROJ. M.ORKET" E IS [D �) I G) y x &J8 T C TSf {� oer I sEUEZ O wRTPie u yG ..W 4 ewsr Id W F 0 1 i ERA IN EXIST. W W TAODQBLL I h W j�pGENfI,4 4 o� r ` M. 19187 � �x1, t -To •Y9 - fL /J a?7ue Our If bXUb PA UL A.2 /.VO CIVA.VA/EL NOTE: EX /.STING 6 "V.C.P, TO BE ABANDONED IN FC/TC/RE WHICH WILL //YCLUDE CUTTING e PLUGG /NG EXISTING 8'V.C.P, / Re"OVI/VG N. H. FRAME f' COVE.PS AND RETURNIG THE TO C. N. S. D• YARD; FILL /NG M.H.'S W17H SAND PAVING OVER N.h!'S. NOTICE TO CONTRACTOR 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 LIMITED TO NORMAL WORKING HOURSr AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY. AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PLANS PREPARED UNDER THE DIRECTION OF OCTOBER 24. 1985 SCALE , I• • 40' PAUL E. LOWER N C9' It. to .. '504.00 + 19187 DATE I. Y. air^ EX/JT. e" vat l P. oC* MbTE L t( ` ' w C. P .RL !'er AJENEAIT TO C0.3'TA A/E,91 sUUTAR O /JM /cr I - . -._.. - '-w-13 / PLUG ( -p\ Z' O p •y ,,`�tiv - fL /J a?7ue Our If bXUb PA UL A.2 /.VO CIVA.VA/EL NOTE: EX /.STING 6 "V.C.P, TO BE ABANDONED IN FC/TC/RE WHICH WILL //YCLUDE CUTTING e PLUGG /NG EXISTING 8'V.C.P, / Re"OVI/VG N. H. FRAME f' COVE.PS AND RETURNIG THE TO C. N. S. D• YARD; FILL /NG M.H.'S W17H SAND PAVING OVER N.h!'S. NOTICE TO CONTRACTOR 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 LIMITED TO NORMAL WORKING HOURSr AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY. AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PLANS PREPARED UNDER THE DIRECTION OF OCTOBER 24. 1985 SCALE , I• • 40' PAUL E. LOWER R.C.E. + 19187 DATE z N /3�3! 6' VCP VfRT /UL a9TUB OUT E fXUb UNDERGROUND STRUCTURES ( P S O MA SCIVIL ENGINEERS 150 A PAULARINO AVE. LAND PLANNERS COSTA MESA. CA. 92626 124 ASSOC I A T E S LAND SURVEYORS PHONE (714) 751 -7373 EXAST 4'0 V.C.P .f- ,eVhVgf 7NE EX49r ,S7ArZR QFO.L MARKET TO se N5HNDONET> O V Y w J U DRY SEWER PLAN FOR BAKER FAIRVIEW PLAZA 0' 10'20'30'40 80' 120' FUTURE coNNtLT10N w menu GRAPHIC SCALE a 1' =40' Exle3T. S'LY a0v.G.P. IS &WO LINT. (1YP. AanNOOUt =o. Pe•R UT /L /7Y RI -A)A/ CONSTRUCTION NOTF;: - -� exlsr a "v.c.n ro ea 19 RELOCATE EXIST. POWER POLE (BY OTHERS) �ggANOON60 INr-vTUrs>= INSTALL 8' V.C.P. SEWER 80 vc.p/ \ �2 CONSTRUCT SEWER MANHOLE PER COSTA MESA SANITARY DISTRICT (DR`( LINE) 10, 51t STD. DWG. S -100 �3 PLUG V. C. P. SEWER LINE PER DISTRICT STANDARDS F� FUTURE LATERAL CONNECTION DETAIL ® 44 CONST. LATERAL CONNECTION TYPE 'C' PER COSTA MESA N'r�P. - SANITARY DISTRICT STD. DWG. S -104 -C (STUB ONLY ) &PLUG STATIONS.. 13 +05 45 CONTT. 6° V C.P STUB PER COSTA MESA SANITARY DISTRICT STD. DWG. S -104 -A & PLUG. (END PIPE @ FI? ) 4i SEE UTILITY'PLAI•1 FOR FURTHER INFORMATION C0AIC.E3RNIN4r L.Aras P.l_ GONNt =e_"T(ON D1=TAI1_ BENCH MARK BASIS OF BEARINGS COSTA MESA SANITARY DISTRICT S.A. 289 77 THE BEARINGS ON THIS MAP ARE 234 E. 17TH STREET, SUITE 205 BASED ON THE CENTERLINE OF COSTA MESA, CALIFORNIA 92627 ON THE NORTH SIDE Of BAKER 57. IN THE TEL PHONEa (714) 631 -1731 CENTER OF THENE401AAt ATLORENN. L/0.3FT,NORTN BAKER STREET AS SHOWN ON THE MAP FILED IN BOOK 17. PAGE 46 OF 14, OF 79e, SOUTH NOSE OF 7NE NED /AN, SET IN THE PARCEL MAPS. RECORDS OF , 110 §wn 4," TOP OF A 4 FT• LONG CONCRETE POST 2" N/GNER THAN THE NED /AN. ORANGE COUNTY. CALIFORNIA. ROBIN B. HAMERS DATE EL EV.= 41.17 BEING N 89 16' 00' W. DISTRICT ENGINEER DEVELOPER: PACIFIC SAVINGS BANK 1901 NEWPORT BOULEVARD COSTA MESA, CALIFORNIA 92627 SEWER NOTES I. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. 2. MANHOLES SHALL BE PRECAST CONCRETE AS MANUFACTURED BY ASSOCIATED CONCRETE PRODUCTS. INC. OR APPROVED EQUAL. 3. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270. OR APPROVED EflUAt. Cfl4ER 1z 8E STA"PE9 esfNER'. 4. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6' BELOW FINISH GRADE. S. ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING OF STREETS. 6. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISH "A06 AMIZ TWE 5fv.6EfAND/OIL FARiuN6 LDf5URFMAN16 15 COMPL. MINIMUM OF 0.15' A.C. ON P. C. C. (SEE CMSD SID. S -105). 7. CLAY PIPE JOINTS SHALL BE TYPE 'G' MECHANICAL COMPRESSION JOINTS. MECHANICAL COMPRESSION JOINTS SHALL BE 'WEDGE - LOCK'. SPEED -SEAL MAINLINE' OR APPROVED EQUAL. 8. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE LOCAL GOVERNING AGENCY. 9. STAMP 'S' ON CURB AT SEWER LATERAL LOCATIONS. 10. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE 714/631 -1731. 11. PERMITS REQUIRED SHALL BE OBTAINED FROM THE STREET DEPARTMENT. CITY OF COSTA MESA. 77 FAIR DRIVE. TELEPHONE 714/754 -5323• 12. WORK PERFORMED WITHOUT DISTRICT'S SUPERVISION IS SUBJECT TO REJECTION. 13. STATIONS SHOWN THUS 0 +00 ARE SEWER STATIONS AND ARE INDEPENDENT OF STREET STATIONS. 14. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND C.M.S.D• STD. PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES. 15. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL. 16• SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO GRADE. 17. CONTRACTOR TO VERIFY EXISTING FLOW LINE ELEVATIONS PRIOR TO SEWER CONSTRUCTION. 16. ONE 'AS- BUILT' SET OF MYLARS SHALL BE PROVIDED TO THE COSTA MESA SANITARY DISTRICT UPON COMPLETION OF THE PROJECT. 19. P.V.C. PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS AT LEAST 2 WORKING DAYS PRIOR TO COMMENCING WORK IN THE PROXIMITY OF THESE FACILITIES AND SHALL ALSO NOTIFY UNDERGROUND SERVICE ALERT, UNDERGROUND SERVICE ALERT 1- 800 - 422 -4133 CALL USA /SC FOR UNDERGROUND LOCATING 2 WORKING DAYS BEFORE YOU DIG DRY SEWER PLAN FOR BAKER FAIRVIEW PLAZA 1175 BAKER ST., COSTA MESA, CALIFORNIA. DATE . OCTOBER 24. 1985 SCALE , I• • 40' DESIGN . D. E. D. DRAWN , I. Y. CHECKED, P. E. L. ■ ANI1 PRf1F11 F - ..gnrgn. 1721PF. STATER 1 v JOB 0 2PACO207. SHEET OF t -85 1000 / L 1 awl 1 N 1 e91OIDA� FTV2 3- 3469(. 51D 5ET 1-27 -L6 REVISIONS DATE BY ■ ANI1 PRf1F11 F - ..gnrgn. 1721PF. STATER 1 v JOB 0 2PACO207. SHEET OF t -85 1000 / L 1 awl 1 N