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PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISITENCE AND LOCATION OF ANY UNDERGROUND UTIUTY PIPES OR S1RUC1URES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY TliE CON1RACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BF. MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRAC.TOR IS REQUIRED TO TAKE DUE PRE-
CAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN ANO ANY OTliER LINES
NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
Construction contractor agroes that In accordance with generally accepted con-
struction practices. construction contractor wlll be required to assume sole and
complete responsTblllty for Job slte conditions during the course of construction
of the project, Including safety of all persons and property, that this require-
ment shall be made to apply oontlnuously and not be limited to normal working
hours. and construction contractor further agrees to defend, Indemnify and hold
design professional harmless from any and all llabHlty. real or alleged, In con-
nection with the perfom,ance of Work on this projecl excepting lloblllty arising
from the sole negligence of design profHsfonal.
REVISIONS
DAT DESCRIPTION
REVF>EO t..OCATION OP CITY OP NEWPORT
lt?•l3 -IJtJ 8eiACH COAINCCTION
BY
R.W.
California Council
of Civil Engineers
& Land Surveyors
APPV
1.
2.
3.
4.
5.
6.
7.
8
9
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SEWER NOTES
FOR WORK WITHIN C M S D R/W
The sewer system shall conform to the st-andards of the c .. ,sta
Mesa Sanitary nistrict.
Contractor shall request inspection
District Engineer 48 hours prior ta
Telephone (714) 631-1731.
ft"OA!l the off ice of the
commencement of work.
Any work performed without inspection from the
Di~,r1ct sha:1 be cons:dered unaccepte~le.
Contractor shal 1 obtain CMSD sewer permit prior to
corrrnencement of work from the Department of Streets
and Sanitation, City of Costa Mesa, 77 Fair Drive.
Te 1 ephone: (714) 754-5323.
Clay pipe joints shall be Type "G11 mechanical compression
joints for main line sewer. Type 110 11 joints, Band-Seal of
approved equal, are approved fa£ laterals and repair work
only.
Sewer main shall :Oe air or wr.ter tested meeting District
Engineer's approval.
Prior to asphalt concrete paving, manhole frames and cover~
shall be left 611 below f.:..:~i.sh grade. 1'.fter street surfacing
is completed, frames and c ... ,. qrs shall be raised to grade per
Std. Dwg. No. S-105.
Sewer main shall be balled after all
covers have been L~ised to o~ade.
manhole
Al! sewer wit ~in CMSD easemt:.mt shal.L .be VCP-
frames and
\
IP
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·' \ ** fRA'-"E!i AND COVERS REMOVED AS A PART OF ABANDON!NG MAN-
HOL.ES SHALL BE RETURNED TO
THE CORPORATION YARD.
2300 PLACENTIA AVENUE,
COSTA MESA.
I EA.
SANTA ANA DELHI CHANNE'....
PROJECT
LOCATION
NOTE
VICINITY
N. T.S.
I
co.
co.
MAP
QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A
COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF
ANY APPARENT DISCREPANCIES IN ESTIMATES.
CONSTRUCTION NOTES 8 EST'D." QUANTITIES*
(!)
®
®
®
SEWER
CONSTRUCT 8" VCP SEWER MAIN
CONSTRUCT 6" VCP SEWER LATERAL
CONSTRUCT 6" CLEANOUT PER COST A MESA
SANITARY DISTRICT STD. NO. S-107
CONSTRUCT STANDARD 48" I.D. MANHOLE PER
COST A MESA SANITARY DISTRICT STD. NO. S-100
RAISE EXISTING MANHOLE TO GRADE PER COSTA
MESA SANITARY DISTRICT STANDARDS
ABANDON MANHOLE BY REMOVING FRAME AND
COVER AND GRADE RINGS TO AT LEAST 24" BELOW
FINIS~ GRADE AND BACKFILLING WITH SAND. CUT AND
PLUG EXISTING SEWER INLET AND OUTLET.
CAP EXISTING SEWER LATERAL AT MAIN
CONNECT TO EXISTING MANHOLE BY CONSTRUCTING
DROP STRUCTURE PER CMSD STD. S-102
WATER
CONSTRUCT 8"" PVC PIPE CL 150, C 900 AWWA, WHITE
CONSTRUCT FIRE HYDRANT ASSEMBLY PER
M.C.W.D. STD. NO. 4 DRY BARREL
304 LF
515 LF
3 EA
2 EA
4 EA
2 EA
3 EA
I EA
liB9 LF
4 EA
CONSTRUCT 2" STANDARD METER ASSEMBLY W /I I /2" METER ~ BAc"now
( ) Dev,cE PER M.C.W.D. STD. NO. 2,3, 8 17 G.P.M. = 45
CONSTRUCT 2" STANDARD METER ASSEMBLY W /2"
PER M.C.W.D. STD. NO. 2, 3, 8 16 (G.P.M. = 85 )
METER 1 SAC.now
DEV/Ct!
5 EA
2 EA
@ CONSTRUCT 8" BUTTERFLY VAL VE PER M.C.W.D.
STD.N0.I4FLG. x Fla 5 EA
@) CONSTRUCT THRUST BLOCK PER M.C.W.D. STD.
NO. .I 2
CONSTRUCT 8"x6" REDUCER FLG. x GT.
CONSTRUCT 6" PVC PIPE CL 150, C 900 AWWA, WHITE
CONSTRUCT 6" FLG. TEE
CONSTRUCT 8" 90° ELL GT. x GT.
CONSTRUCT 8" 45° ELL GT. x GT.
CONSTRUCT 8" FLG. 90° ELL
CONSTRUCT 8" FLG. TEE
14 EA
3 EA
;BG LF
@) CONSTRUCT 6" BUTTERFLY VAL VE PER
M.C.W.D. STD. NO. 14 EA.
EA.
CONSTRUCT 8" FLG. 45° ELL
CONSTRUCT 6" FLG. • GT. 90° ELL
CONSTRUCT 8" FLG. • GT. ADAPTER
CONSTRUCT 8" FLG. x GT. 45• ELL
CONSTRUCT 8" x6" REDUCER GT. x FLG.
EA
3 EA
3 EA
I EA
2 EA
I EA
2 EA
5 EA
EA.
EA
SA.'IT,\ A."1A rif.:[GHTS '.;.;.rER COKPANY -STANDARD IIATDt CONSTRUCTION NOtts
I. .latez-~1.ns will be fostalled acCQrliin& tQ tb.e latest Staadards and Specificatious of the
~esa Consolidated Water District.
z. Contractor to have on job-site a copy ot the latest Standard Specifications at all tui1s.
3, Contractor to notify S.A,H.Y.CO, 48 b.ours prior to construction. (?bone: 545-1060 or 545-4050
~-Plan Check, Inspection and EngiaeeriD.g fees, and all meter and service connection depoaits
will be made prior to signature of General Manager.
S. A perfor[ll.i.nc, guarantn bond shall bl!I poeud ln the a1110unt of 10% ot tM actual coat of
installation or SSOO.O□, whlc3ever is greater. The b~nd and Application/Permit fee must
be received by Santa .Ana Heights ~ter CQmpeny prior to our final approval of pUna :uui/or
issuance of Application/Permit nUlllber. All vork done under this Applicacion/?ermit nuaber
shall he in accordance with Company Rules and Regulations and Standard Specificationa.
6. Separation between sanitary, sever, and water n.ains will be 10' HORIZONTAL, I' VEJ.IICAL.
7. A 15' water 1!1&1n easement will be granted to the S,A.H.~.co. for 111.&intena"OCe purpo•••• S•
for water services (7.S' each of =in; 2.S' each side of service). Easement document• are
to be submi.tted to the Compauy no later than 30 days after-Notice of Caapletioa is filed.
3. Servu:e latez-als shall be set to grade by contra.ctor prior co the iwltallaci,m of vater
meters and boKes {per MCW Stand.ar<i Dra'oiings 1, 2 and J). Pleaae atate meter alae and quanc1t
neeCed on plans.
9. \lu:er meters will not be installed nor water turned om unt11 the back.flow devices required
for the bu1.l<iin11; .;.nd irrigation systewi, have been installed. tested and certified.
Contact Water Quality at (714) 754-5398.
CON5TRUCT 8"x<4" GT. ~ FLG. TEE
CONSTRUCT t" 4/P. AND VACUUM
VALVE ASS'Y, PER /vl.C.W.D. sro -#'
CONSTRUCT 8" F'LG KGT. 'lo• ELL
RELEASE
8
ZEA.
INSTALL TEMPORARY 8" GT CAP
13. Inscall fire hydranc per Staadard Drawing #4. Iawa Class A-FSl□OP (valve openlil& 51")
is the only fire hydrant aceeptad by Santa Alla HaigBta Watar Company.
I• . Install blo.,..off per Staudard Drawing 19.
t5. WATER HAINS WII.L BE tESTtD At 225 P,S,I. FOR FOUR HOURS,
!6. Back fill ma.reriai will haoe a sand equivalent af 30 or greatar.
'7. The sand backfill Yill be campacced per Standard Drawing 818.
\8. CH[P 2" '",J., IN CURB FACE TO IDENTIFY WATER SERVICE LOCATION.
:9. INSTALL !HR.UST .BLOCKS PE!l MESA CONSOLIDATED WA.UR. DtSTRlCT STANDARD DRAWING 112.
'.O. Contractor co verify daptb ai:id loeatioi:i of all utilit1ea prior co trenching.
EA.
EA.
:L Coi:itractor to l.nstall temporary csps for ust1ng snd chloi:inacLon prior co conneccin8 to
existing mains. I
·z. Contractor to return all aaterial removed, except A, C, pipe, broii:en concrate an4 native
so1l to Sane.a Ana Heights Water ComPany,
:J. Water o.eters and boxes to be installed by S.A.H.Y.CO, buc paid for by othars.
4. A double check valve assembly will be required on all water metered services to ai:iy
condomio.i.Wll un1t over cwo stories or five or more units on one o.•cered seC'Yice, conta<>t
Water Quality ac. 754-5398 .
S. Irrigation meters will requin• ,. reduced pressure principle assembly to be insc.alled.
6. A reducl!d ptessure principle asseUly will be tequ1red oo 1Utered vat.er services to all
industrial buildings .
SANTA ANA HEIGHTS WATER CO. ORANGE COUNTY ENVIRONMENT AL
SAH-105 w. 0. 1047 MANAGEMENT AGENCY.
APPROVED: PRIVATE SEWER SYSTEM
APPROVED:
.~& /( W,.-0.
// ' ,q-.r --/\t•r; 3, -Y'l-p'ovP/
DATE DATE
COST A MESA SANITARY DISTRICT ORANGE COUNTY FIRE
MARSHALL.
APPROVED FOR WORK WITHIN FIRE HYDRANT LOCATIONS
CMS~~: APPROVED:
'i/t'I I ~lh
DISTRICT ENGINEER DATE DATE
•
ID. Prote.ct existi.ng utilities in place.
11, Water mains srlall have 42" minilziWII cover to fi.11ish grade.
7. A double cbeck valve assembly will be required on metered vater seC'Yicea to all com1rcial
bllildlngs.
8. In landscaped ateas, no trees sball be located in S.A,R.W.CO. eas•-nc a~ wLtbUI 7.5 feet
of any S.A.a.v.co. facility. 6 OFF/CF Bf//Lf?INGS DEC281988
12. Raise existing water valve covers to grade (per MCW Std. Dwg. 14). JOB /JODRc-55: 203.::/-c0.37/
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PROFILES WATERLINE
FOR
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200 Baker S1reet, Costa ,llesa, CA 92626 (714) 540-0800 TRADE NEWPORT CENTRE SHEETS 2
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DIETERICH POST REORDER NO. 113013
' \CITY OF. NEWPORT BEACH I
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' LOCATION PLAN
BENCH· MARK,
C.M. -20-70, 4": ALUM. DISC ST AMPED CM-20-70 ·
SET ON TOP OF CONC. HOWL:. 0.7 N.E. OF S.W. • ENO, IN S'L Y PART OF INT. OF MESA DR. ANO
IRVINE AVE. 59' S.E. OF THE I{ IRVINE !OLD
TUSTIN AVEJ & 38' $.W. OF I{ MESA.
. . 'ELEV. a25.87Hl976 ADJ.I •
-
PLANS FOR
o·,ovc l"tP.
?"R/ME:O
RE:01) EXIS
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SHEEr.a
PIIRKING
Ct.1118
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STEED,MAYVILLE ; ~E. DATE I •
DATE BY DESCRIPTION
REVISIONS
1
2
4
5
6
7
8
9
SANTA ANA DELHI CHANNEL
COST&
liESA
co.
VICINITY MAP
N. T.S.
I
co .
CONSTRUCTION NOTES
WATER MAINS TO BE INSTALLED ACCORDING TO THE LATEST
STANDARDS AND SPECIFICATIONS OF THE CITY OF NEWPORT
BEACH.
CONTRACTOR TO HAVE ON JOB-SITE COPY OF THE LATEST
PLANS AND STANDARD SPECIFICATIONS AT ALL TIMES.
CONTRACTOR SHALL.NOTIFY NEWPORT BEACH UTILITIES DEPT.
48 HOURS PRIOR TO CONSTRUCTION AT 644-3011,
ALL BOLTED F_ITTINGS. SHALL BE JOINED USING STAINLESS
STEEL BOLTS AND NUTS, WITH THE EXCEPTION OF MJ
FITTINGS AND RETAINER GLANDS WHICH MAY BE JOINED USING
DUCITE IRON TEE BOLTS AND NUTS.
SEPARATION BETWEEN SANITARY, SEWER, AND WATER MAINS
WILL BE 10' HORIZONTAL, 1' VERTICAL.
PROTECT ALL EXISTING UTILITIES IN PLACE.
WATER MAINS SHALL HAVE A 42" MINIMUM COVER TO FINISH
GRADE.
WATER MAINS SHALL BE TESTED AT 225 P.S.I. FOR FOUR
HOURS,
BACKFILL MATERIAL SHALL HAVE A SAND EQUIVALENT OF 30
OR GREATER.
10 ALL DUCTILE IRON PIPE SHALL BE MINIMUM THICKNESS CLASS
52. IT SHALL BE GASKETED PUSH JOINT OR MECHANICAL
. JOINT END CONFIGURATION. ALL BELOW-GRADE DUCTILE IRON
PIPE AND FITTINGS SHALL BE ENCASED IN AN 8-MIL LOOSE
• POLYETHYLENE BAGGIE IN ACCORD-WITH AWWA SPECIFI-
CATIONS.
11 INSTALL THRUST BLOCKS AT ALL BENDS PER NEWPORT BEACH
STANDARDS.
12 CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL
UTILITIES PRIOR TO TRENCHING.
13 ALL VAULT PIPING AND METALLIC APPURTENANCES SHALL BE
PAINTED WITH 2 COATS OF ALKYD ENAMEL (5 MIL) DRY FILM
THICKNESS. COLOR SHALL BE "GLOSS BLUE".
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APPROVED METER VAULT
Y UTILITIES DIRECTOR
R.E. NO. 38799
DATE. __ S_-'2.Go-=-•...c8_,_~ __ _
APP'D. DESIGNED F/?'?
CHECKED ~.....,_
DRAWN
rA-1
FOR
NEWPORT TRADE CENT RE
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET / OF 2
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DIETERICH POST REORDER NO. 113D13
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MATERIALS SCHEDULE
6" X 36".· LONG· .STEEL PIPE SPOOL, 5/16" THICK WALL,
-MORTAR LINED & rAPE COATING F.B.E. • .
6 11 FLANGED END·BUTTERFLY VALVE, WITH MANUAL HAND WHEEL
OPERATOR.
6 11 X 4 1/2 " LONG FLANGED END BY GROOVED END STEEL
PIPE ADAPTER, 5/1611 THICK, MORTAR LINED .
6" VICTAULIC COUPLING STYLE 77, WITH STAINLESS STEEL
NUTS & BOLTS.
6" CLAYTON PRESSURE REDUCING AND PRESSURE SUSTAINING
VALVE 92G-Ol BK CKG (SUPPLIED BY CITY) •
6" X 11 1/2" LONG FLANGED END X ·PLAIN END STEEL PIPE
SPINDLE, 5/16" THICK, MORTAR LINED WITH HARNESS
RESTRAINT LUGS. (2 PLACES) •
6" DIAM. FLEXIBLE COUPLING WITH HARNESS TIE RODS,
6" MODEL ML-MS METER STRAINER -WATER SPECIALTIES
(SUPPLIED BY.CITY). •
6" FLliNGED TUBE-TYPE METER (TWO DIRECTIONAL FLOW)
CN-01-1 (WATER SPECIALTIES) (SUPPLIED BY CITY). '
.811 M.J •. X 6" F.E. CONCENTRIC REDUCER WITH ONE SET M.J.
RETAINER GLANDS.
ADJUSTABLE PtPE SUPPORT ASSEMBLY PER DETAIL HEREON.
12" DIAM: CAST IRON GRATING, ALHAMBRA FOUNDRY.
6 11 X 5 1/2" LONG FLANGED END X PLAIN END STEEL PIPE
SPINDLE, 5/16" THICK, M_ORTAR LINED. (NO HARNESS
WGS).
O.Sr~-A. DIMENSIONED GALVANIZED STEEL LADDER •. OR ALUMINUM WITH SIDE RAIL EX'I.ENSIONS (2.EACH)
•in· P:V.C; AIR VENT STACK PER ARMORCAST PRODUCTS
~ lJ 8 s R"_ f. K o~ EQl1,&L
8" .P. V. C, . AI}l. VENT STACK PER ARMOR CAST PRODUCTS
U 8 S R p'K OR _!;:QUAL .
6' X 10' ·ALUMINUM VAULT DOORS -DOUBLE 3' X 10' WITH
SPRING HINGES, .LOCKING HASP AND SAFETY RODS .
f 'Z. ' •
~DIAMETER. X 6" WALL SLEEVE WITH WATER STOP NON-
SHRINK, WATER TIGHT CAULKING. SEAL ANNULAR OPENING
WITH "LINK-SEAL" MECHANICAL WATER SEAL.
10' X 6' METER VAULT, ASSOCIATED CONCRETE PRODUCTS NO.
650, OR EQUAL, PER PLAN AND ELEVATIO~ (SUPPLIED BY
CITY).
8" 45 DEGREE _.:;BEND M.J. X M.J. ENDS AND RETAINER
GLANDS.
X M',J.. ENDS AND RETAINER
6". DIAMETER CLASS 52 D.I •• P. WITH 8 MIL POLYETHYLENE
ENCASEMENT.
6 11 WET BARREL FIRE HYDRANT ASSEMBLY, PER CITY OF
NEWPORT BEACH STANDARD STD-500-L.
6" F.E. X M.J. BUTTERFLY VALVE PER CITY OF NEWPORT
BEACH STANDARD STD-508-L.
6 11 SLIP-ON WELD FLANGE ANSI 125 LBS. ,FLANGE PATTERN.
6" X 6" TEE ,F.E. X F.E. MORTAR LINED WITH THRUST BLOCK
PER CITY OF NEWPORT BEACH STANDARD STD-510-L,
FIRE HYDRANT STREET MARKER PER CITY OF NEWPORT BEACH
STANDARD STD-902~L.
6", F .E. X. M.J: ~ BUTTERFLY VALVE. PER CITY OF NEWPORT
c BEACH STANDAID:l STD-508-L. • • •
8" DIAMETER CLASS 52 D.I.P. WITH 8 MIL POLYETHYLENE
ENCASEMENT.\ ' • . . • . ~ .
; 6" . X 36~ • LONG. Si'EEL SPINDLE 5/16" • THICK WALL MORTAR
LINED AND TAPE: COATED.
APPROVED
TILITJES DIRECTOR
R.E. Nn 38799
METER VAULT
FOR ; t:.M.·20:70, 4"! ALUM. DISC STAMPED CM-20·70.
SET ON TOP OF CONC. HOWL 0.7 N.E. OF S.W. •
END, IN S'L Y PART OF· INT, OF MESA OR. AND
RVINE AVE. 59' S.E. OF THE (l IRVlNE !OLD
TUSTIN AVEJ & 38' S.W. OF (l MESA,
[i] 1HE . ::;--, l
zooa--~ O:ma.,,._ Ol.920f(7UJ5«J.aD)
DA s--·u.-e, NEWPORT TRADE CENTRE
. • ' • . . • . . . ' .
,ELEV. •25.871U976 ADJ.) ./ .. •i < · , ~o.#1~ s VEDMAYVILLE. ~
DATE BY DESCRIPTION· •
REVISIONS
APP'O. DESIGNED •
--,,;I?
CHECKED
"nt7,,,,,
DRAWN .L"M CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 2, OF 2,