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COSTA MESA SANITARY DISTRICT SEWER NOTES
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COSTA MESA SANITARY DISTRICT SEWER NOTES
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CONSY STD. 4e"/. L? A4ANN04E PER COSTA .'WESA 3AN /rARY0/1T. DW6• A/* 'J - /DO /
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EA. 1
1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA
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ccwsr• e" v P• BEWER 4
466L •f C
COSTA MESA SANITARY DISTRICT SEWER NOTES
a- C
CONSY STD. 4e"/. L? A4ANN04E PER COSTA .'WESA 3AN /rARY0/1T. DW6• A/* 'J - /DO /
/ E
EA. 1
1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA
�- A
AWLSSURE GROt/T EX /Jr. 0" V. C• P A1•10 G" V. C P IN.4 CE. 3
332 Z
Z. F M
MESA SANITARY DISTRICT.
4 I
IN..FrALL 8'VCP JA/CASAff PER CMS,O, ST^ S- / / /(ArSrFEL CAS✓NC, "ry,ASniKTgy/lf0 rrR s�Yioa, wnw.t�WD 4
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2 • CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE
flw&vsRRE oRavr " 3 R ov ? R GAGE EXi3 A. C• AND A•d, PER CITY STGQ e/3 / 70 S. F.
.f / T V•C•P. ER \ TELEPHONE: (714) 631 -1731.
EY /ST. /O C.M.S. LL 6 BORE !/NDER EX /ST. B" CURB 4'GL/TIER,SLURRY BACX F /LL.�FAIeCEJSARY AFMACE.! /�) 1 fA. ]. ANY WORK PERFORMED WITHOUT INSPECTION FROG[ THE DISTRICT BHA"
V A F 330 Of /O WIDE fE ER E/)SEMEA/T' BASEMENT �- e ( " + 7 BE CONSIDERED UNACCEPTABLE.
230 4 - 7 tOMST CLFANOt1T PER C.SM.D. 170. N- S -/07. 4 To GRADE, s TD BLDG,) J EA•
I 4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO
— _ G� ✓31� -- CORE INTO EX /ST. MANHOLE, RECHA%ViVEL 84se -, .P l +G EX /SYO[li T� _!O /A' NEW 8" V.C. — / EA. COMIENCE14ENT OF WORK FROM THE DEPARTMENT OF STREETS AND
�? I I VL GNT TOR f//T//RF USE I 6 6� IN O— CORE INTO Ex/sr A'IIINNOLE, REcNAA/NEL BA.?E,, JOIN W/TN NEW a +1K C•P. / EA. SANITATION, CITY OF COSTA MESA, 77 FAIR DRIVE. TELEPHONE:
may` I I �j L) S pO 10 PROTECT /Ae PLACE (714) 754 -5323.
s, I �xb Z5 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE
/s NECESSARY REMOVE �` REPLACE EX /J T. ,s/DEWALK TO •/O /NT OR 6CQRE L /ME REQUIRED BY THE LOCAL GOVERNING AGENCY.
PEI C -C -M STD. 4/2 COYER ¢ "C•A. B•) 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD
7 �o s -o.sa� L ! 0
' � I � � W I 1 PRESS(/R E ROUT `• � 1 - -
R l F//Tuxe I 1 r
B40POSED 041/1 N
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cage
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AT OA/VALVE
9 I ( a PROP lo'ESMNT
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C.M.S.OI FOR SEWER
4 / 41 I III W I
y II 1 —_ -- N PURfbSES I / ? 6 �4I II z�l
fl{.IZ EX.4WDSCAPE
p 7 EASEMENT -J - - - - - �I b a1 V �j'N"I
aSLo_you - - -- JEr RIM 6" 1 ( I Hen
STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES.
7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION
JOINTS FOR MAIN LINE SEWER. TYPE "D" JOINTS, BAND -SEAL OR
APPROVED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR WORK
ONLY.
8. 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY
LOT.
9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS.
11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT
ENGINEER'S APPROVAL.
12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE !BANES AND COVERS
SHALL BE LEFT 6" BELOW FINISH GRADE. AFTER STREET SURFACING
IS COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE PER
STANDARD DRAWING NO. S -105.
13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY, A-
1270, OR APPROVED EQUAL. COVER TO BE STAMPED "SEWER ".
14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS
HAVE BEEN RAISED TO GRADE.
15. P.V.C. PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE
IN �f _ _ - - - - - - _ _ _ _ - „ 1 k , I I DISTRICT ENGINEER.
MONUNEN 10 ABO ✓E GRADE ,W I CA: MON(/MEA/T' SAGN a "ry/cK coNC, w/T11' D'
_ I " 1 I Mow srR /P f5"OoNr.swALe 16. DEVEIAPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS
. � -C I ilk I L A6H /NO• ANGLE Po/NTS OF
` I b/GN AG/GN WITH e.c.R's 17. ALL FOUND
TRENCH EXCAVATI OR ON NFAND P PEEBEDDINGI SHALL BE DONE PER
E--)5L RAV_T- $ \� �I a "P.V.CI A1N V� I m
k• �' — — — — — — I P4 O G ' I - PLOP /O' PAGE Of S/GN /S 20' OFf
d I - ES Mn/T. - CaRB FAcE Oi NARaoR ANO STANDARD DRAWING NO. S-112.
t- - to a°F cORe FiicE oF,ScWFLOw6R.
Ex/sr. AND SIDEWALK Is "Iv — 18. AAC�KF/LL t1EWSA TRENCH 1V/TO 0j9A#JVLAX M4riR /AL (JAF. *d0AVAQ
0 TELF i d c S /3'33" .- imN I EX. T-
2 7XA AA I R =/050' 2 ' FN. --
8A5NAL O
fO;�P s . L= /69.68 Ri z ' I I °-s ,° — —
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(,j �• I'iRE NYO. O / ` - -' J -_- f•ACOAK'. SW
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APPROVED QY
- - -- -�I MOw 1TR /P ! �^
4 AST 01F 1 IQAT /q!/
I1 C3 VALVE
HARBOR BOULEVARD 2 t � - trX.wR , ��, ... ••.,
- - - Na 1320'W ' I Ex/sr /c ,•,,
VIaG�I�N�i' s l
ROaERr CROCK R.C.E• C8317 DATE
�yF a ASST. CITY EN61NEER
FLO,�i I i- E- �- - - F - -t - `.• i ..�, . a G /rY Of CosrA MESA.
D•° 6 s� —z sraE: / " -so• I — — _ w �— -- — w— — JOB ADDRESS: 8501 0ARBOR 481-J/40- COSTA MESA SAN /TARY D /STRICT
: PREPARED BY.
/ = 20 ` DETAIL OF HARBOR BLVD ! 0/ &td'r/ STEVENJOH, PORTO t PIER CE INC.
AND SUNFLOWER AVE, NO/RTHwcsr coovER '�`" //8/95 ve C� 927 QT EASr , su/rE o E dfthl
- � /STRICT ENGINEER D TE
(744) 660 -8822
FILE ND. REVISIONS REFERENCESMOAC7j/ /SOES /6N IS BAWD !//hN ORANGE CO. L19T/AN �EPARE E V F DATE SEWER /MPROVEMEAlr PICAN FOR
A NUMBER DATE INITIALS DESCRIPTION APP'Y'D. BENCH MARK ELEV. °- on T EN80N
CITY OFC05TAMESA t3.M. N• 145, ELEV. 30.39 BEING A CHISEL DESIGNED (,�, B, DRAWN , �/ HARBOR GATEWAY *SEWER RELOCAT /ON
•�" iNTHECENTER 0F771CGUR8A IIRNATTNEA(lk.CORNERA' R /WAPP'V•D. CHECKED AoRTNWEST CORNER SUNFLOWER AVE, AND NAABOR BLVD-
NOBOR BLVD. ANO SUNFLOWER AVE. -
C17YOfCUSTAME SA SM. Nf I65E/EV,9577-- SET/NTNENALFQELTA OF
T//E Sp/TEAST CUR RTRN Ot HARBOR BLVD AND m 9C ARTHUR BVD,
TO CONERT FROM ORANGE CaINTY D✓UM TO CITY OF COSTA CITY
OF COSTA M S A
MESA oAnlw ,Awo. -lO'To71leoRANGECOUhTyv4TUM DEPARTMENT OF ENGINEERING SERVICES SHEET / OF /
PROJECT NO. W.O. 8805¢
4
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