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S-86-14.1-14.6BASIS OF BEARINGS THE BEARINGS ON THIS MAP ARE BASED ON THE CENTERLINE OF BARER STREET AS SHOWN ON THE MAP FILED IN BOOK 17, PAGE 46 OF PARCEL MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, BEING N 89 016100" W. i LIABILITY FUR UNDERGROUM U'1TMI I TES ALL UNDERMtMMD UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REV M OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, THE ENGINEER CANNOT AND DOES NOT GUARANTEE THE ACCURACY, NOR THE COMPLETENESS OF THE INFORMATION. IT SHALL BE THE RESPONSIBILITY AND LIABILITY OF THE CONTRACTOR TO DETEREIINE THE EXISTENCE OR NON- EXISTENCE OF SUCH UTILITIES AND TO PROTECT THEM IN PLACE. THE REPRESENTATIVES OF THE VARIOUS UTILITY COMPANIES WILL COOPERATE WITH THE CONTRACTOR IN LOCATING EXISTING UTILITIES. IN THE EVENT UNKNO/M UTILITIES OR UNKNOWN STRUCTURES ARE FOUND, OR KNOWN FACILITIES ARE FOUND DURING CONSTRUCTION AT UNEXPECTED ELEVATIONS OR LOCATIONS, THE ENGINEER IS TO BE NOTIFIED OF SUCH CONDITIONS AT ONCE. THE ENGINEER WILL MAKE ANY REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ANY EXTRA WORK INCLUDING REPAIRS REQUIRED IN AN EXPEDITIOUS MANNER. REIMBURSEMENT FOR THIS EXTRA WORK WILL BE AT THE CONTRACTOR'S COST PLUS 20 %. THE CONTRACTOR FURTHER AGREES TO DILIGENTLY PURSUE THE COMPLETION OF SAID EXTRA WORK. BENCH MARK i S.A. P69 77 ON ?AT IM)grM SIDE Of SAKER ST. IN m CENTER OP rAre NED /AN AT LOREN LN. 10.3 Nr. NORTH OF TNt° SOUTH NOSE OF THE MEDIAN SET IN THE TOP OF A 4FT. LONG CONCRETE POST a f/IGyER TNAN THE MEO /Ah EL EV. = 4117 OF ORANGE COUNTY, CALIFORNIA DISTRICT N0.6 T EMPORARY REALIGNMENT OF NORTHERLY T4UNK SEWER AT BAKER /FAIRVIEW STREETS LEGEND mmw�� DISTRICT NO. 6 BOUNDARY —��- -- CITY OF COSTA MESA BOUNDARY L SCALE 1 "= 1500't N0. JULY , 1986 6-11 01%1� \ °, ca No. 19187 �. rlq CiVIv a� w�Of CAL�E�� SHEET 2. 3. 4. I NO. INDEX OF SHEETS DESCRIPTION TITLE SHEET PORTION OF 27" NORTHERLY TRUNK SEWER RELOCATION 21" DRY SEWER CONSTRUCTION COSTA MESA SAN /rARY d /STR /CT DRi S,*w" (FOR REFERENCE ONLY) GENERAL NOTES 1 A PERNIr OR APPROVED PLAN IS ApFiM,P£D A" AZL "Mr 0A fi/STRICT FACILITIES. �. 1,VSPECTION SNAIL BE SCf/EDLTLI:D MR ALL WOft 74 MM /N ADnA/VC£ (714) 540 - 2910). y3. ALI WORK SHALL 8E /N ACCORDANCE WM MF 0137RIL`73 STANDARD REQU /REMENTS FOR THE CONSTR(1CT 10N OF SANITARY SEWERS. ¢. SOFFITS OF CONNECTING LATERALS OR STUBS SHALL MATCH ",rPl ' L OF D/SrR/Cr TRUNK SEWER. 5 CONNECTION M 5A15TI1VG MANXOL F OPME 9" DuL103 )Mr 1713, r#.41 L BE DONE BY CORE DRILLING. �o. WORK NOT DONE /N T7/E PRE$'FNCF Or TAE' DiJTR1Ci 1JVSPFC7"OR 1 IS 5118 ✓ECr TO REJECT /ON. 7, THE CONTRACTOR SHALL mvvzY wrm RZL gxrrr "vINAR7CF`S REGULATIONS AND ORDERS AND SHALL BE RESPONSIBI-E FO,? f"NE 1 SAFETY CONDITIONS OF THE WORK. Lf NO ENTRY INTO DISTRICT'S cAc1L1TIFS 319AZL TART fIRCE WITHOUT FIRST CHECK /NG FOR UNSAFE ATMOSPHERE COND /T /ONS AND /F FOUND SAFE ENTRY SHALL AE MADE ONLY W/ri/ ME USE OF ADEQUATE AIR LiLOWERS 4ND SAFETY HARNESSES ATTENDE,7 ll BY A HINIMUM OF TWO MEN OUTSID& THE FACILITY. 8• WORK TO Be DONE PER THESE SPECIF/CAT7ONS AND ME STANDARD RE0411RENENTS NOR THE CONSTRUCTION OF SANITA,tY SEWERS DAITV 1979, COPIES MAY BE P /CKED UP AT O. C. S. D. ENGINEERING DEPARTNFN7 1U CONTRACTOR TO NOTIFY 0. C. S. D. FNolvfFP/NG DePARTI'IENT 48 HOUR` IN ADVANCE FOR INSPECTION BEFORE COMMENCEMENT OF WORK. 1/. WORX TO 6E DONE PER rYe GENERAL PROVISIONS AND STANOAPD SPECiF /CAT /OATS DATED 1964. COPIES MAY gE PICA-ED UP Ar 0•C. S D• ENGIM6E-RING DEPARTMENT, BI D SET APPROVED: S CRIPTION REVISIONS Lo] DIRECTOR OF ENGINEERING, COUNTY SANITATION DA DISTRICT OF ORANGE COUNTY OFsSC)MAS & � �5 � A �ILATtffV�` Avt- ^ cc LAND PLANNERS COSTA MESA. CA 92626 ASSOCIATES LAND SURVEYORS PHONE 714 o 751 -7373 PREPARED UNDER THE SUPERVISION OF: SHEET n E. LOWER R.C.E. 19187 UO 9-30-59 DATE Of 4 SHEET i W.O. 2PACO207 -0? s IU II IL IJ I'1 IJ I EAkER STREET _ I � I STA 7 +17 �r VrP Sewer - Tn wrrlee - See Sheer 4 -- -- Irontr. 6 -12 (Part o - - _ (Costa Mesa San. Dist.) ABANDONED - See Contmt Phase / — ; 1 / 1 �,rre '�� �' 5\i1' <�\ ' ' f• — "��'�' ^ !! .) No. 14 -1 -IA Sh. 30 Plan txlsT sG' RWY r +3i S . ` !ff' I � p � ,r'+� , .ia .. iG •n u � � i i4Ja �P S;yY\ v r � wle 3r s�- i - -- '^ V ._;,. i 1AIRVIEWRELLEFSEWER 3 ° 0 1', _- ��° CCNC paAh 4, °y 14*6� Jt•SS / fir.. I A in Fm T�J YT f t j �, id• r � � i3 TACO ell.L A � ,i d � � S ���. N '� .! IY , d Q .. CJ � '� �'• ...<. J U x 44,49 Cj Its ROAD O \O �• If,?_ �� 40 \�� H A..., Z P.NREL Am F -3 •' _ _ -_- . - � �. -IN us oval -- T.. N89 i2 08 9 w E^-°r -� FLOW N8 12,08 W — c- rs- -w -• r �... .n �a - -- pc � - v� i3� � .' a > A ef rtl SEW. 5N rn _ �,a x m 4 I • "" 's ! ABANDONED -See Contract f� " - _ No. 14 -1 -IA, S'h. 30, Plan 5 t i.l _ � a�� .� X_ �1Ve,o 1t�A -See CotKr. m x 4 .� > ��: r I ,.T,— No.14 -1- A h. , Det. 2 'v ° o - ` Contr. 6 -12 (Part of 14 -1 -1A) r m1 - 1 p m 1 tj Phase / : x_ iJ i IL SEWER CONSTRUCTION NOTES 3 31 �FUt� `ComsT.. ratio M.H. PSR O.G. c. s. D. STD. Dwer. R8. 5 -3'd-1 � S-2S- f 35 --pi-U4 \NPTH HRtc.K f MORTAR PER O.G.G.S.D. STD iNSracc 4 "x4aPOSr VART. ro PM13l1 GRADE 5WrACR AV# m1mRE [0CA710N. (Tres Seer -ONLY) u 40-- -CONsr 21 "v- C.P.3P 1PE BEDDING PeR 0.c.s0. DWG. S -21-2 — 5-f nr I sewer AP Z2 BLt' WALL n�- er. 24" vC.P neoPO E /•vice S D 2 5FCr10M__A —A N. T. S . I I t Q I° No. 19187 A m x' Fie 9 30-89 J» \�O\ CIVI�\ I �G COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 6 PSOM 1t S & CNR ENGiNEET�S Mn A MULAfl " A%T ��v��/`�1/J7��+ LAND PLANNERS COSTA MESA CA 9262` A�7�7'\Jl�IA EJ LAND SIdMEK PHONE 714.751 -737? •. 21 " SEWER CONSTRUCTION _ CONNECTED TO CONTI No. 6 -12 (FAIRVIEW MIM I As Bout per Contract 14 -14A & 6 -12 Cr S I9 9 Si R, ' 51D SE"r 1 -71 -% DESIGNED BY DRAWN BY L. NO. - OESCRIPTION APPROVED DATt DE D• U /LCt�SC (1�^r� j J s3.T REVISIONS CHECKED DY OATEIO SS .1/ ^ /,E� e��, 19187 DATE }� +} of 4 SHEETS 1A 'N 712Arn7n7 —n7 mm 1 D C I� It I\ I % C9• I V •SO / MREPARED UNDER THE DIRECTION OF SCALE , /J X /JTT ..4T/9TER L7ROS. "l.'r.t'E.Q ,3'TREET II s V-n y�hy� 65 T. p } Z D F .5 S� 6O, P. D 39< REVISIONS DATE ST 2 D y �a o 0 P { o o DRY J'E UE2 " wA'lFit Lrr.E FIT T WA _ l 1 {l , ♦ t 7 _ 77 r 2 4-A f Lt 77 (} I - } 1 t -. + - tr� } dW 3. r....L_ t� l -- - -- _- _._.� . . _ Y. t i v" - - • Cie t - - - r j -- 11 tt J- - - R, - i{ t -4-- fj� • -� 2 P R HORIZONTAL, VERTICAL= - t 1 Jt t -�- i - O F I L -- - - i z i 7 t �i�. - { i r r- T- -- - -� -- - - - -- . r i� • L � 7 . 2 T ' J na �{ i.a L, t -- - -. 1 2 t s - - , } - - . - I. , y I r t -• • - -- s • - - - - � : -_ } � • - - - t - _ t _. - - -- r -t L E S• =40' 41 - -- - - - - - 1 - - -- - - -- - r' - -- - {- -� -., , , z - - - E S C A 1' 1 "= - - = - 2 t _. _ -- t % C9• I V •SO / MREPARED UNDER THE DIRECTION OF SCALE , /J X /JTT ..4T/9TER L7ROS. "l.'r.t'E.Q ,3'TREET II s V-n y�hy� 65 T. p } Z D F .5 S� 6O, P. D 39< REVISIONS DATE ST 2 D y �a o 0 P { o o DRY J'E UE2 " wA'lFit Lrr.E % C9• I V •SO / MREPARED UNDER THE DIRECTION OF SCALE , /J X /JTT ..4T/9TER L7ROS. MARKET II s V-n y�hy� T CD T. p } Z D F .5 S� CHECKED, P. E. a REVISIONS DATE ST y �a o 0 P 04 OZ7r f I„•I I '_ X93 v e b .`^.. c J��r • > 4' s�C HbTE /sELe �C f o, �3 a. r EN/Jl.` ,m'SEw /7 EJMy A I ExyS T Q ; p CRS .PER I R 9 90 -/ �;,'• .. ♦r _ $ WER .. �. cplq n FL I ' L .iO NY It�a ^ee'w /.T EAmwrA/r 7� ;. °o \ COSTA 14-6 5A JAn/ /7A O /,fTR /GT-' ; _v 13 PLUG C W \ T.4�co LF[C r /O s S3 r (� 2`z41(LA r. . H/N 1 6' VCP ATV .�\ - .. -- -;f ExidT N L/• eXIS7- M N. v G ° ✓CP U VERY /G< STUB OUT FiCUb d, C TEA UL A.2L.VD Cl/AA/A/EL 3 NO I'E x V Nvw ex /STI/VG 8'V C P. 70 BE ABANDONED IN - 11741RF WHICH W/CL 11YCZ41DE1 CUTTING e PLUGGI/VG EX /STING 8 "V C P r TPENOV /NG 241 M H FRAME f COVERS AND RETURN /G THEM TO .`.a C. M.S D. YARD; /-/CLING MH's W177,41 SAND � ; 4918 F9 `w PAVING OVER Mr` 'S. crVIN 'z. OF CAt\Fv/ tc, OTICE TO CONTRACTOR iE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE SPONStBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF INSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND IOPERTYI THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS! AND THAT THE CONTRACTOR SHALL :FEND. INDEMNIFY. AND HOLD THE OWNER AND THE ENGINEER HARMLESS ?OM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH tE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY USING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PLANS MREPARED UNDER THE DIRECTION OF SCALE , UL E. LOWER R.C.E. • 191.87 DATE I A _ _ A 6' vcI- VENT /CA STUB OW- E PLU6 UNDERGROUND STRUCTURES W.A OP S O M A S CIVIL ENGINEERS 150 A PAULARINO AVE. LAND PLANNERS COSTA MESA, CA. 92626 .� ASSOCIATES LAND SURVEYORS PHONE (714) 751 -7373 rAr7 4- V C. A -qVW viVS 7W-A /JT 57-ATER 6RG f MARKET TO ce g6AND0NEr> OCTOBER 24. 1985 SCALE , 1' v Z 496 S i orgyy II s E. y�hy� I A _ _ A 6' vcI- VENT /CA STUB OW- E PLU6 UNDERGROUND STRUCTURES W.A OP S O M A S CIVIL ENGINEERS 150 A PAULARINO AVE. LAND PLANNERS COSTA MESA, CA. 92626 .� ASSOCIATES LAND SURVEYORS PHONE (714) 751 -7373 rAr7 4- V C. A -qVW viVS 7W-A /JT 57-ATER 6RG f MARKET TO ce g6AND0NEr> 0 W J U V1 0. 70'20'971' 0• BO' 120' PtTTORE P. corMSCTt V1gCL1 GRAPHIC SCALE z 1"=40' BYIyT S•LY ES�W.0 P. IS &*LAT. (wP. A8AN00 NED. Pe'R LMI -17Y PLAN CONSTRUCTION NOTF4: BAKER eyvs -T s"vc.T? To ar- Q 9 RELOCATE EXIST. POWER POLE (BY OTHERS) I SA&kN'�ONED INF 70RIF INSTALL 8' V.C.P. SEWER gov.cP �2 CONSTRUCT SEWER MANHOLE PER COSTA MESA SANITARY DISTRICT (DRYLRIE) , 5,t STD. DWG. S -100 PLUG V. C. P. SEVER LINE PER DISTRICT STANDARDS F�• FUTURE LATERAL CONNECTION DE -TAIL ® 44 CONST. LATERAL CONNECTION TYPE 'C' PER COSTA MESA N.T.S_ SANITARY DISTRICT STD. DWG. S -104 -C (STUB ONLY )8 PLUG STATIONS 13 t OS 45 CONST 6" VC P STUB PER COSTA MESA SANTTaRY DISTRICT STD DWG, 13 *3/ S -104 -A B PLUG. (END PIPE e F?-) 4F SEA UTILITY PLAIJ FOR FU RTFt ER INFON MATI�N CONGL=RNIN L, ' LATE9 AL GONNEGT WAI DI =TAIL H>`R;E.O/1, BENCH MARK BASIS OF BEARINGS COSTA MESA SANITARY DISTRICT 5 -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 TI/E NORTH SIDE OF 8AA"ER ST. INTHE BAKER STREET AS SHOWN CN THE MAP TEL PHONEa (714) 631 -1731 CENTEROFTNENED /ANATLORENCN.10.3FT.NORTFI FILED IN BOOK 17. PAGE 46 OF / OF THE SOUTH NOSE 0,c rqF /YED/AN, SFT IN THE PARCEL MAPS, RECORDS OF f ! r TOP OF A 4 F7 LONG CONCRETE Posr 2" ORANGE COUNTY. CALIFORNIA. 1 NIGHER THAN NE MEDIAN. ROBIN B. HAMERS DATE ELEV.= 41.17 m BEING N 89 16' 00" W. DISTRICT ENGINEER DEVELOPER: PACIFIC SAVINGS BANK 1901 NEWPORT BOULEVARD COSTA MESA, CALIFORNIA 92627 DRY SEWER PLAN FOR FAIRVIEW PLAZA 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 EQUAL. COVER TO BE STAMPED "SEWER ". 4. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6' BELOW FINISH GRADE. 5. 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 "ACE AFT61Z T)E 6rr2E6TAN0/Of_?A¢wNGLOT_5u¢FA4.jNGl5GOMPL. MINIMUM OF 0.15- A. C. ON P. C. C. (SEE CMSD STD. S -105). 7. CLAY PIPE JOINTS SHALL BE TYPE 'G" MECHANICAL COMPRESSION JOINTS• MECHANICAL COMPRESSION JOINTS SHALL BE "WEDGE- LOCK ". SPEED -SEAL MATNLINE' OR APPROVED EQUAL. B. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAT 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. 18. 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. VD E 1. 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 8" V.C.P. ©M SEWER PLAN (City of FOR COSTA MESA) i BAKER FAIRVIEW PLAZA 1175 SAKER ST., COSTA MESA, CALIFORNIA. 2 DATE . OCTOBER 24. 1985 SCALE , 1' • f „ D. E. D. DRAWN , T. 0 W J U V1 0. 70'20'971' 0• BO' 120' PtTTORE P. corMSCTt V1gCL1 GRAPHIC SCALE z 1"=40' BYIyT S•LY ES�W.0 P. IS &*LAT. (wP. A8AN00 NED. Pe'R LMI -17Y PLAN CONSTRUCTION NOTF4: BAKER eyvs -T s"vc.T? To ar- Q 9 RELOCATE EXIST. POWER POLE (BY OTHERS) I SA&kN'�ONED INF 70RIF INSTALL 8' V.C.P. SEWER gov.cP �2 CONSTRUCT SEWER MANHOLE PER COSTA MESA SANITARY DISTRICT (DRYLRIE) , 5,t STD. DWG. S -100 PLUG V. C. P. SEVER LINE PER DISTRICT STANDARDS F�• FUTURE LATERAL CONNECTION DE -TAIL ® 44 CONST. LATERAL CONNECTION TYPE 'C' PER COSTA MESA N.T.S_ SANITARY DISTRICT STD. DWG. S -104 -C (STUB ONLY )8 PLUG STATIONS 13 t OS 45 CONST 6" VC P STUB PER COSTA MESA SANTTaRY DISTRICT STD DWG, 13 *3/ S -104 -A B PLUG. (END PIPE e F?-) 4F SEA UTILITY PLAIJ FOR FU RTFt ER INFON MATI�N CONGL=RNIN L, ' LATE9 AL GONNEGT WAI DI =TAIL H>`R;E.O/1, BENCH MARK BASIS OF BEARINGS COSTA MESA SANITARY DISTRICT 5 -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 TI/E NORTH SIDE OF 8AA"ER ST. INTHE BAKER STREET AS SHOWN CN THE MAP TEL PHONEa (714) 631 -1731 CENTEROFTNENED /ANATLORENCN.10.3FT.NORTFI FILED IN BOOK 17. PAGE 46 OF / OF THE SOUTH NOSE 0,c rqF /YED/AN, SFT IN THE PARCEL MAPS, RECORDS OF f ! r TOP OF A 4 F7 LONG CONCRETE Posr 2" ORANGE COUNTY. CALIFORNIA. 1 NIGHER THAN NE MEDIAN. ROBIN B. HAMERS DATE ELEV.= 41.17 m BEING N 89 16' 00" W. DISTRICT ENGINEER DEVELOPER: PACIFIC SAVINGS BANK 1901 NEWPORT BOULEVARD COSTA MESA, CALIFORNIA 92627 DRY SEWER PLAN FOR FAIRVIEW PLAZA 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 EQUAL. COVER TO BE STAMPED "SEWER ". 4. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6' BELOW FINISH GRADE. 5. 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 "ACE AFT61Z T)E 6rr2E6TAN0/Of_?A¢wNGLOT_5u¢FA4.jNGl5GOMPL. MINIMUM OF 0.15- A. C. ON P. C. C. (SEE CMSD STD. S -105). 7. CLAY PIPE JOINTS SHALL BE TYPE 'G" MECHANICAL COMPRESSION JOINTS• MECHANICAL COMPRESSION JOINTS SHALL BE "WEDGE- LOCK ". SPEED -SEAL MATNLINE' OR APPROVED EQUAL. B. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAT 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. 18. 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. VD E 1. 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 8" V.C.P. ©M SEWER PLAN (City of FOR COSTA MESA) i BAKER FAIRVIEW PLAZA 1175 SAKER ST., COSTA MESA, CALIFORNIA. 2 DATE . OCTOBER 24. 1985 SCALE , 1' • 40' DESIGN . D. E. D. DRAWN , T. Y. .5 S� CHECKED, P. E. L. / © As Built per Cont. 6 -12 8 14 -1 -1A C3. /19/ I ¢E ION S HRa�6N 610 E DAC .5 S� 5 1 D 5ET I -Z7 -156 REVISIONS DATE ST AND PROFILE - 30r_20,172IPF, STATER 15 25- Oat -85 10! ♦ JOB • 2PACO217.02 SHEET 4 DF 4 / 2P•ACO 0702- . i (0 O z U Q H z 0 U I 31WC f� - _W —: W I 32' I� .`k irI�Ii�ti Y�II��I( CIO I� I 0+00 1 + 00 ii 4" 3TL.- St k. o t "VCP- .S 1 III -- - �� I�I I I I III IIh 11104 1111 I11111III 59 III —II) 2 +00 3 +00 4 +00 UA 5 +00 6 +00 7 +00 EQTIOIV� 2 /l/C.P- .S STA.6f44.29 (BK.) G'A.C.P. - M.C.WD. - -++ 41111cp. -G 5 M. `-F N n "VCP (4w Y) - CM90 III 1 " � l8 1! 4' 5TL. _ S.C.G. �p "AIC.P M.qi "A.C. P. - i - -- 'C V,! ' STL C. - -_= T -- ° 2¢ --- _� _ _ _x`11 =24 W— _• 49"W-ACP • -. 41.5 -- - — — r- 3.5 --�- ELE!! 44 c e ❑ 4i.4 C STA• 146 +40.00 a_O 6M. -(0445.00)(W Q 4 �-- — a Ly R b - N Set PLAN 22 CCU R 4 t. 7 c. 8 . D.L u 2'x3'KN. -c,e1 42 6 l ST4. G.44. e 4s.3 N 8 "A..P.- M.C.W,D_ 14- 1 - /f!) 1 I "STA.5f• 60.00 \ I 6 -12 BIC& 60' LT. ® Forte P1 OM.= NEW BELL EXI9T 8 "VCP COMMT)BLE WITH EXISTING SP160T. REMOVE PLUG CoNsT 8'VcP pROp— I i . CONN.=CTiOIV PE'R C S-00C 5T0. 5 - 05/ C'4N.ST. 72%10. I.O. M•H PEN C600C 5T0 5 -0So —_, �1 it I L _ STA. 7 *17.00 g M. IV. -- — DETAIL I N.T.S. — m see Phase H 6-12 (Aug. LOW) 3 +00 hII c� _ see coat. 6 J Real//��0 m01 of - - - -- CONSTRUCTION NOTES M BG.- 46.5 NORTHERLY �`RUNK SEWER 0 -- JOIN EXISTING 33" V.C.P. STUBS AT EXISTING MANHOLE. NEW V.C.P. JOINTS TO BE FAIRVIEW COMPATIBLE WITH EXISTING V.C.P. JOINTS. I UR10 i 1, I i vi I L111 lw '• -6 i M BG.- 46.5 M.G STA 8+ APPURTENANT THERETO. REMOVE AND DISPOSE OF INTERFERING PORTION OF 6' WIDE BY 12" THICK CONCRETE SIAS. 44 REMOVE AND DISPOSE OF EXISTING A.C.P. WATER MAIN OVER SEWER EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND 5.0 FEET - MINIMUM BEYOND EACH SIDE OF THE SEWER TRENCH. JOIN DETAILS TO BE APPROVED I BY MESSA. CONSOLIDATED WATER DISTRICT. _.. Zi "V0-IP E01 11ZA05FIE I n'Sb 7 I F 0 C --AA MESA 5RuI0N -q D15[ XV2 2003 _ - 5 ORTHERLY TRUNK SE. WER (Formerly Warehouse Rd Trunk Sewer) 3 contract 0 Wi transfers to 11 Costa Mesa Sanitary Distrlot 12-09 i. P 4villL r t+ /� , l.; l.�llriSl m 1Tf�F� Four"` FAIRVIEW ROAD DATA 411, 1<9v& AAS0 We"iov d = 33" NOTE W Po- AoOawp" nW - I D = 2.06' n = 0.013 4 54:'x!0 02595 -=. Nt'S '(Q Rt7 riz S ; 0.0030 S co T9AC -T N5 lb Co T_P Q = 26.31 cfs 72V A5 W/L T PLAN SCALE 1" = 401 ; 17.01 MGD NO. DESCRIPTION V = 5.5 fps REVISIONS COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, ,CALIFORNIA DISTRICTS NOS. 617 & 14 1501 Ou&H Street BD�LE P.O. Box 3030 En�inEER�n� Newport Beach. Ca /Norris 7141475 -3300 92558 -9020 r 3141W ' FAIRVIEW RELIEF SEWER PLAN AND PROFILE STA.- (0 +45) TO STA.8 +80 ra -off 6 -12 + .S I is 9 DESIGNED BY DRAWN BY SHEET M.J.S. A "J VARGAS + 1 I APPROVED DATE t�.,, v � �, CHECKED BY DATE J I9 ENGINEER R.CE.1 _t;; IL DATE OF 51 SHEETS t ►il A tl e 0 LF 0 a, .CONSTRUCT 33' V.C.P: WITH TYPE 11 BEDDING CONSTRUCT 72" I.D. MANHOLE ON 33" V.C.P. SEWER PER STANDARD DRAWING S- BG.- 46.5 0 -- JOIN EXISTING 33" V.C.P. STUBS AT EXISTING MANHOLE. NEW V.C.P. JOINTS TO BE FAIRVIEW COMPATIBLE WITH EXISTING V.C.P. JOINTS. Sv CONSTRUCT 72" I.D. MANHOLE ON 33" V.C.P. SEWER PER STANDARD DRAWING S -050 AND CONSTRUCT CONNECTION OF EXISTING B" V.C.P. DRY SEWER PER DETAIL&EREON. 50 REMOVE PIPE SLEEVE IN EXISTING MANHOLE AND PLUG WEST CHANNEL TO 15" SEWER WITH CLASS "A" CONCRETE WHEN NEW TRUNK SEWER IS READY TO RECEIVE FLOW. c 55 THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR RELOCATION OF EXISTING 2" GAS LINE of EG'/ INTERFERING WITH NEW MANHOLE AND SHALL INCLUDE ALL COSTS ASSOCIATED WITH THE GAS LINE RELOCATION IN THE CONTRACT UNIT PRICE FOR WHICH SUCH WORK IS STA 8+ APPURTENANT THERETO. REMOVE AND DISPOSE OF INTERFERING PORTION OF 6' WIDE BY 12" THICK CONCRETE SIAS. 44 REMOVE AND DISPOSE OF EXISTING A.C.P. WATER MAIN OVER SEWER EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND 5.0 FEET - MINIMUM BEYOND EACH SIDE OF THE SEWER TRENCH. JOIN DETAILS TO BE APPROVED I BY MESSA. CONSOLIDATED WATER DISTRICT. _.. Zi "V0-IP E01 11ZA05FIE I n'Sb 7 I F 0 C --AA MESA 5RuI0N -q D15[ XV2 2003 _ - 5 ORTHERLY TRUNK SE. WER (Formerly Warehouse Rd Trunk Sewer) 3 contract 0 Wi transfers to 11 Costa Mesa Sanitary Distrlot 12-09 i. P 4villL r t+ /� , l.; l.�llriSl m 1Tf�F� Four"` FAIRVIEW ROAD DATA 411, 1<9v& AAS0 We"iov d = 33" NOTE W Po- AoOawp" nW - I D = 2.06' n = 0.013 4 54:'x!0 02595 -=. Nt'S '(Q Rt7 riz S ; 0.0030 S co T9AC -T N5 lb Co T_P Q = 26.31 cfs 72V A5 W/L T PLAN SCALE 1" = 401 ; 17.01 MGD NO. DESCRIPTION V = 5.5 fps REVISIONS COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, ,CALIFORNIA DISTRICTS NOS. 617 & 14 1501 Ou&H Street BD�LE P.O. Box 3030 En�inEER�n� Newport Beach. Ca /Norris 7141475 -3300 92558 -9020 r 3141W ' FAIRVIEW RELIEF SEWER PLAN AND PROFILE STA.- (0 +45) TO STA.8 +80 ra -off 6 -12 + .S I is 9 DESIGNED BY DRAWN BY SHEET M.J.S. A "J VARGAS + 1 I APPROVED DATE t�.,, v � �, CHECKED BY DATE J I9 ENGINEER R.CE.1 _t;; IL DATE OF 51 SHEETS t ►il A tl e 0 LF 0 a, s d Z a•: SCALE: 1" = 10' '' DELETED / NOT BUILT AI „ 4''67Z 57' O. G/ Tc. X7 i /2 "CC./°- M.C.W., 9xGFc'C6- \V \V \V `V Ij q I� I� I� I /o "&EHiE.PF45"EMAe�NT 1 .4. V Ai /J L B' N 1 A I o II y II #L II# II /O/A/ aX /ST. 2 / "VCP W /TN E/TN6R I WI 7YP"E G , rO/NT COMM7 101.E W/M I V EX/S'T. 5,AW607' OR A `CERAAOCWF44 " JOIA(r (SAW CUT 6'X157AV6 P/P6 70 FCWM PLAW AND). �. QDELETED - SEE NOTE BELOW a� 1►a I . —� _ 07 — _ iq 06' A / -21" VCP CONNECTED AT ANGLE POINT at BACK of SIDEWALK colvrvT Za L. p CIF: x/ "vc.P ArS=o.o0/2 CVK&�4^ o/OCNIN& IN 4W ,6,9bE /U /9T0V&NT ' ENTRAPMENT OP WATER. F /LL 6EWE,R WM6 W / TN 2 6/1CK SAMV C6MENT SLURRY. REMOVE ZIA%Q S'OAF'MN AND fl/LL REMAINDER W170 5,WD. PLAN 4 SCALE: I" = 10A 1, 1 CONSTRUCT MH "A," TEMPORARY MH "B," 24" VCP SEWER FROM MH "A" TO'AH "C" AND TEMPORARY BYPASS PIPE FROM MH "B" TO MH "C." ROUTE FLOW FROM MH "A" THROUGH TEMPORARY BY PASS PIPE TO MH "B." 2 JACK 66" STEEL GASSING AND CONSTRUCT 33" VCP SEWER AND MH "C" PER DETAIL 2. 3 AFTER 33" SEWER IS PUT INTO SERVICE REMOVE SLEEVE WITHIN MH "C" AND DIRECT FLOW FROM 24" SEWER ON WEST TO NEW 33" SEWER TO THE NORTH. 4 REMOVE TF.MPORARY MH "B" COMPLETELY AND CONSTRUCT PERMANENT 21" VCP SEWER FROM MH "C" TO EXISTING DRY 21" VCP SEWER, 5 COMPLETE ACTIVATION OF 21" SEWER FROM THE EAST AND ABANDONMENT OF 24" SEWER. SEE SHEET 30. 48 -- _ _ _ -- -- -- - -- — - -... - -- - -- - 24 "w W 33 "5TW L CA6114-9 FILL C9ANA/9L. W17N CLASS A " CONCRETE Wf1r.N ABYh3488 469WEA /0 PUT /NTO 6ERV1C6. SHAPE ✓1Z2C -9 70 FGRM SMOOTH A=L.OW SURFACIS STA, a t a7 so CON407 72 10.. A. N. I 1� EX /5'T. 2¢ "V.C.P. -� REMOVE /NTE!?f F�RIN46 f10RT/ON: OP =XA6T. 24 "VC.A; WITHIN M.N. BASE. CO/W TRUCT 7SMfkVtARY CAFRR /6''/q p //r-ff SLE'. -em AND REMOVE WN6N LsYH16u BEWEfi /9 'A' #V70 SECTION A -A SCALE: I " =4' DETAIL SCALE: 3/8" = 1' -0" #G x .6= o "® /1d EKI or /M/. EL. 32. +5* wv. a(-. $.2. +5 REMOVE /NTExFEARIN6 - ,womrlONNtr OF6ex 18T 1iV6 24„ vc.F, W/7X/ /N M.H. XAS6 REMOVE TN/,4.j, 1W.H. #V GUAWAFW SASE. DELETED / NOT BUILT EX IIST. 2¢" -- 11 1 � — 5x1rr 33.0 /M! SL..- CONSTRUCT 72 "1.0. M.// as aulLr 33" V. C. R /N GO" 5756E CA9 /146 - 29.18 24 " W IN 33" 5TOC -L- CAS/N6 - MCWD er" TRANSITION STRUCTURE • STA. 84 + 00 DETAIL 3 SCALE: 1/4" = 1' -0" -- 1 . Oft. 0 1 DELETED/ NOT BUILT CONSTRUCT 7WA#P 48 "ID. M.N. > i 24I. D. BYPASS P/� _ CONSTRUCT 7EHJPOR4RY C.4/7iR/BfZ P /PE 4SLEEE \6. ►VN6N 7RUA& SEWMAk /6 Pj/r INTO SEAWCE. �CUT A5ypAag Ph°1@a .=LUSH W/7'H C44NNEL WALL.9 AND I-/LL P /PE W17i CLA5,6 A (=CwC. )Ct7R F'Y/L. O'EP711 OR 45ASE. C40v4g ccvvc. PLUG W/7H PVC LINER. 21" v. c. P -See Contract 6 -11 STA. 8 t 80.50 (CONT,4. # 6 -/2) = STA.1ot 2/.22 (CoNm # G - //) �NbTRUC772(D. M.H. FUTURE 27" v. c P - - -- Contr_6 -12 (Phase 11) - -- 27"V. C. P. SCALE: 318 "T t M.H. STA 8 +79.00 (See final DETAIL ® at left ) j� 2 + " v C.P. SEW6a'-k Aj SEE DETAIL / PLAN FOR REALIGNMENT 4 w i m s U a. 0 4. 4 .1;3