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No.36314
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Exp, 6 -30 -2000
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No.36314
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Exp, 6 -30 -2000
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PLAINS A9t-P RED ilTW" ME
SGN°ERKSAAN OF fit IN WOW, INC.
1. ENCR4EP EKING PLAN CWWNSPECi1QN FEE AND PERFORINNCE GUARANTEE BOND 9WI. BE PAD AND r ;
APF1XA ON/PER4MT (AP.) COIIPLETEU BY THE APPLICANT PRIW TO THE APPROVAL OF THE PLANS AND s :.
ISSUANCE OF THE A.P. FEES SHALL BE W ACCORDANCE WIN DISTRICT -RATES MO OEP09T 9CHED"
f 2. OEVEI.OPIENT IMPACT FEES S44 LL BE COLLECTED BY THE DISTRICT AT THE TIME OTHER FEES ARE COLLECTED `
SA
R P" TO APPRONA. OF PLANS OR SERVICE AGREE",, NNMCHEVER IS FIRST THIS FEE SHWA BE IN
L ACCORDANCE MATH DISTRICT ROES AND DEPOSIT SCHEDULE. ri '
3 WINTER WMIS WILL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE MCWD. �sr
J 4. CONTRACTOR TO #LAW, ON THE JOB SITE, A COPY OF THE LATEST STANDARD SPECIFICATIONS AT ALL RAPES.
O5. CONTRACTOR TD NOTIFY MCNO 48 HOURS PRIOR TO CONSTRUCTION (PHONE 7141631 -1291 - INSPECTION
DEPARTkUM. a ,
6. A CASH PERFORiNNCE GUARANTEE BOND SHALL BE HELD ONE YEAR AFTER MCWD S NOTICE OF COMPLETION TO
`V GUARANTEE WORK PEIW MEO BY THE CONNTRAC'M P
7. SEPARATION BETWEEN SANITARY SEVER AND WATER MAINS WILL BE 10' HORIZONTAL, V VERTICAL w ��
S. A 15' WATER MAW EASEMENT WALL BE GRANTED TO THE MCIYD FOR WINIEHANCE PURPOSES; S' FOR WATER
SERVICES (7.5' EACH SIDE OF MAW.' 2.5' EACH SIDE OF SERVICE). EilSONNT DOCLWtUM ARE TO BE SUtBUTiED z �;
�i TD THE DISTRICT ND LATER THAN 30 DAYS AFTER NOTICE of ODMPLETIQN a FLED..
9. SERVICE LATERALS WILL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE 06TAUAWN OF MATER METERS AND
BOXES (PER WWI STANDARD DRAWINGS 11. 12 AND 13).
0067A AE& SWARM DVWT STANDARD NOTES 10. WATER METER WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE EACXFLOw DEVICES REQUIRED FOR
THE BUIIAW AND IRRIGATION SYSTEMS LAVE BEEN INSTAUED, TESTED, APPROVED, AND CERTIFIED. CONTACT
1. 71ff Stl►1'.R Sr3TEM SHALL CONFORM TO THE STAHWD' OF THE COSTA MESA WATER OWAM AT Tt4 /574 -1011.
SANITARY DISTRICT
11. PROTECT EXISTING UTILITIES W PLACE
2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT
ENGINEER 46 HOURS PRIOR TO 12. MATER MANS WILL HAVE 42' AW WIM COVER TO FINISH GRADE
COMMEAICFYENT OF WORK. TELEPHONE (714)6Ji -1731. '
13. RALSf EUSTMIG MATER VALVE COVERS TO GRADE (PER MCWD STANDARD DRAWING 114).
J. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE
CONSIDERED UNACCEPTABLE. 14. INSTALL FIRE NYWANT PER AM STANDARD DRAWING 14 OR 148.
4. CONTRACTOR SHALL OBTAIN CISD SEWER PERMIT PRIOR TO COMYIENCEYEW OF 15. INSTALL BLOW -OFF PER IK.•NO STANDARD DRAW 19. '
WORK FROM THE DEPARTMENT OF
STREETS AND SANRATION, CRY OF COSTA MESA 77 FAIR LITHE TELEPHONE (714)754- 16. WATER YAWS WILL IRE TESTED AT 225 P.S.I. FOR FOUR HOURS.
3323.
17. 94CKFILL Y/TERIAL W PIPE ZONE WILL RAVE A SAND EOLWALENT OF 30 OR GREATER.
S. CONTRACTOR SIW.L OBTAIN ALL NECESSARY PERMITS THAT MAY ar REQUIRED BY
THE LOCAL GOVERNING AGENCY. 18. THE BACKFILL ABOVE THE PIPE ZONE WILL BE COMPACTED PER WO STANDARD DINNINGS 116, AND BE IN
COMPLIANCE WITH C.C.Y STANWRD DRANYNC 811
6. CONTRACTOR TO HAVE A COPY O APPROVED SETTER PLAN AND CMSD STANDARD
PUNS AND SPECIFICATIONS 19. CHIP 2' *W" CURB FACE TO WEOVY WATER SERVICE LOCATION.
ON JOB SITE AT ALL TIMES.
20. INSTALL THRUST OR GRAVITY BLOCKS PER IHCWD DISTRICT STANDARD IOAWMIG III OR /12.
7. CLAY PLPE JOINTS SINLL BE TYPE 'C' MECFNNCSAL COMPRESSION JOINTS FOR INN
LINE SETTER. TYPE 'O. 21. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING.
JOINTS BAND -SEAL OF APPROVAL EQUAL. ARE APPROVED FOR UiERALS AND REPAIR 22. CONTRACTOR TO INSTAL TEMPORARY TAPS FOR TESTING AND CHLORINATION PRIOR TO CONNECTING TO
IN0i8( ONLY.
EXISTI{JG YAYNS
8. LATERALS SWILL BE CONSTRUCTED FROM THE SEWER YAW TO EVERY LOT
YJ. CONTRACTOR iO R£IIXIN ALL INTERN! RETJOYED TO IICIYD YAR4 EXCEPT A.C.P.. gd(IKENI COMIClE7Er AND
9. ALL LATERALS SHALL BE PLACED PRIOR TO SLWACWG OF STREETS. NATIVE SOIL
10. STAMP "S, ON CURB AT SEINER LATERAL LOCATIONS. 24. WATER METERS AND BOXES TO BE INSTALLED BY MCWD BUT PAD FOR BY OTIIERS.
I1. SEWER AWN SHALL BE NR OR WATER TESTED MEETING DISTRICT ENGINEER'S 25. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON ALL WATER METERED SERVICES TO ANY
APPROVAL. CONDOMINIUM UNIT OVER TWO STORIES OR FIVE OR VOW U HITS ON ONE AVEIED SERVICE. CONTACT WATER
QUALITY AT 7141574 -1031.
12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRY/ES AND COVERS SHALL ETE
RASED TO GRADE PER SiD. DWG. 26. A DOUBLE CHECK DETECTOR ASSDABLY WILL BE REQUIRED ON FIRE U E SERVICES.
r
NO. S -105.
27 FIRELINE SERVICES SHALL NOT BE TURNED ON UNiX THE DISTRICT ENGINEERING DEPARTMENT HAS RECEIVED A
13. SEWER MANHOLE FRAME AND COVER SFWl BE ALRAUBRA FOUNDRY A -1270, OR LETTER FROM THE OWNIER. OR HIS AUTHORIZED AGENT, REQUESTING IT AND STATING THAT THE PLUMBING iS �
APPROVED EQUAL. COVER TO READY FOR FIRELINE TO BE TURNED ON THE LETTER MUST ALSO CONTAIN THE IK.•WO FILE N1,40ER. SIZE AND
BE STAMPED 'SEWER'. SERIAL NUMBER OF THE MICE. AND JOB ADDRESS.
REV. 9/94
14. SEWER MAIN SHWl BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE
BEEN RASED TO GRADE.
15, PVC PIPE M4Y BE USED ONLY WiTH PRIOR APPROVAL FROM THE DISTRICT ENG NEFR.
16. IF MWMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER AWN IS NOT MET,
SPECIAL CONSTRUCTION
REQUIREMENTS ARE TO BE USED PER STD - W. NO. S -110 -A OR S -110 -B
17. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND
W FIELD OR FOUND TO BE Z
18. ALL TRENCH EXCAVAiLON AND PIPE BEDDING SHALL BE DONE PER STD. OMG. NO S- Vol �c 6 I jl
112. «.. E• `' 1
Gh.
ooss FymN N07E3
BORE EXIST. SEVER MANIOLE AND INSTALL 8'V.C.P. SIB. CONNECT PER C.M.SD. STANDARDS
2 COAST 20 V OF 8' V.C.P. SEINER 046% IN. WADE
CI I `r l � COSTS'; �, LSA �D- COAST. SEDER mmow (GAOL) PER DETAIL 6 ON SHT. c -7. SET aEv OF TUW of cLEAmow TO
LATCH E=.. ADIALENT GRADE
En ii ►Gering Division / F prnval ® 4 caw. d'P.V.C. SEW LINE. QvMW. Glow - etcoir AWAY. G&6.e_rAw&1zv7 AM 4*4c ,eO PV =
For Gffsit� impr-'v°niWnts 5 GREASE TRAP AND SERER SERVICE LINE TO BUIOWG. REFER TO II .EP. PLAINS.
Engineer Date lv_3.9 o-- 6w P-VC. DRAINPIPE 1 IX INN. GRADE- SRPNGHT GRADE BETWEEN FL OF CATCH BASIS
0- COSTT 4' TEE AND LATERAL FOR ROOF DRAW AND 4' TEE AND LATERAL FOR ROOF OVERFLOW DRAIN
• 29 TIN GRADE END LATERAL 3' Off BUILDIAA MAKE FINAL CONNECTION TO ROOF DRAT PER ILEP. PUN
II1�8A OON90LCATED WATB� DiSTf�t."T 0 -BORE EXaT 12" RC.P. AND JOIN 6'P.C.V. AREA DRAW
PSOU T ANLATM �- CON ST I• MATER SERVICE PER MCWD STD. ONG. 1 -- FOR LANDSCAPE METER
o-- WALL IN METER ASSIDALY AND BOX PER A CWD SiD. ONG. 3 (LANDSCAPE) RZ G%
0? -- LIOMIST. Y MITER SERVICE PER WOO STD ONG. 2 - FOR DOMESTIC SERVICE � 6
®- - INSTALL 1 112' PETER ASSEIRY AND BOX PER MCNO STD. DING J (DOMESTIC) (84 GPM)
4 COAST. 6' HOT -14P CONNECTION FOR 6' FIRE SPRIINKL R SYSTEM CONNECTION PER DISTRICT STD OWG. Na 17 AS•B//lll
APWIGIED 4Ir aw s Lv 6 1 �- SEWi ' 49 /e94 - !il/bHYMEVTNeG*D4s .
43 -- CaW i• P.V.C. Lx130, AWTWA 0900 (WHITE) - LANDSCAPE HATER DINE
' Gf-- CONTT. 2' P.V.C. CL130, AMU C900 (WNW - DOMESTIC MATER LANE TINS H°aw.4ewe#7d°ay �E� Aj•
A MA SANITARY )DWFICT AVA M StOY,ER t MO* JPZWNr,
�-- COSTT. d P.V.C. CL 154 AM COW (NNNr►E) - FILE SERVICE INTER LIVE
AAPROVFD FcR lil'.w THIN C.M..SD. - ppNST ROM PURE 84MIOW PREVENTION AMINLY PER WWD S% DWG. 23 (LANDSCAPE)
EAIENTS r �1fca�f` L3uC '�t �1
®� OONST REDUCED PRESSURE 940ROW PREVENTION ASSO &Y PER WO Sid DWG. 23 ( DOMESTIC) N14VA -9 Jen,
�- INSTALL r DOUBLE CHECK DETECTOR ASSEMM.Y PER NC3YS STD. DWG. 17 WITH 318' BYPASS AITR. W CUBIC FT.
y'� i1i TRENCH AND RIplACf41ENT PER CITY OF COSTA MESA SiT) 813
DIS Cr E? �, r B , , AP1/i0 PERMIT SET
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