HomeMy WebLinkAboutR_5642_S-1:, = s9·59•1 o·
R = 13.00'
L = 20.42' -
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NO. DATE
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DE:SCR/P170N fJY
REVISIONS
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1--• • EXIST. 10" V.C.P. SEWER .,_:-'<>1/ {' -<.
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~~x. 30~ GUNITED sTL ·WTR_. uNo/ x '?· Ct~ w--~~~~Jl"""~:,,.·_r __ ,
1 'J"'/ X '?· • 1 5th
---134' -----------------------------
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F.F.= 84.131
F.F.= 84.13
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f.F.=
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85.13
85.13
MESA DEVELOPMENT
2925 COL!£GE AVENUE, SUl1E A-3
COSTA MESA, CA 92626
(714)-979-9991
F.F.=
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85.131
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F.F.= 84.13
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IN THE N.W. PART OF THE INTERSECTION OF
IRVINE AVc.. AND 15th ST.; 32.5 FT. N.W. OF
THE CENTER LINE OF IRVINE, 44.3 FT. N.E. OF
CENTER LINE OF 15th, IN THE TOP OF THE S.E.
CORNER OF A 4.5 BY 19.5 FT. CONCRETE
CATCH BASIN, LEVEL WITH THE SIDEWALK.
ELEV.: 82.168 1981
F.F.= 84.13
BASIS OF BEARINGS:
BEARINGS HEREON ARE BASED UPON lHE
CENTERLINE OF 15th STREET BEARING
s so,Tso· E AS SHOWN ON lRACT NO.
1718 RECORDED IN MISCEU.ANEOUS MAPS
BOOK 51, PAGE 46 IN lHE OFFICE OF ORANGE
COUNTY RECORDER.
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F.F.= 85.13
CITY OF NEWPORT BEACH
UTILITY DEPARTMENT
APPROVED: ~~$0 , 1 ot>id=
llUllES DIRECTOR
DA 1E: 12.-(.,,-,.. R.C.E. as,~,
PREP AREO BY:
ROBIN 8. HAMERS
CIVIL ENGINEERS
14
I I@ I F.F.=(80.30)
·W·
& ASSOC.. INC.
234 E. 17TI-I STREET, SUITE 205
COSTA MESA, CA 92627
(714) 548-1192
"' .••
ROBIN Bi RA JERS R.C.E. 31720 DATE
CONSTRUCTION NOTES
Install 6 meter (max.) multiple service manifold system per C.cl.B.
STOS. 503, 505, 518 & 519-L( 2" serv., 3_/4" mtrs.) for domestic use.
Install 1" meter on maniforld for irrigation purposes per C.tl.3. S-:US.
518 & 519-l.
Cap off existing sewer lateral at \he R/W line per C.N.B. S,CS.
Construct 4" sewer lateral and clean out per C.N.B. ST::l. 406-l..
Construe\ 6" sewer clean out per C.N.B. ST:J. 406-L.
Construct 6" SDR-35 P.V.C. sewer line or equiv. at ::=;:,-o,c:c.:-
Construc\ 8" SDR-35 P.V.C. sewer line or equiv. at S=O.C:cr rr,in.;.
Install 1" R.P.P. type backflow device per C.N.8. STC.-528·-'. ..
Core existing concrete f.1.n. rechannel coricrete bottom per C.~ 5
Call for C.N.B. Utilities dept. inspection prior to backfii! ?4 ~r. adva~r.e
notice required. Call 644-3011.
J .. 1/ • 0.1 + s~o.0641 ,
30 STEEL WTR:-" I 48" R.C.P. _:
50 ~ -\ ~STORM DRAln -1,~6',9
70.00 \Ji'° " ':'Z! -------~~ --~-
DATUM ,fi~ \_1 o• V.C.P.
-..:, SEWER
-
STORM DRAIN PROFILE
_. /--SCALE 1 "= 20' _ /~ ---.... , ~ "' -• -· • -/ " . . \
Install 4" double check detector backf\ow prevention assembly per )
C.N.B. STD-517-L with 4" FE X MJ adapter with retainer gland and
a pipe support per C.N.B. STD-522-L.
Install 6"X 4" stainless steel tapping sleeve and 4" FE X MJ resilie)
wedge tapping valve per applicable portions of C.N.B. STD-507-L.
Install concrete thrust block per C.N.B. STD-510-l. --·
Install 4" CL 52 D.I.P. with 8 mil. P.E. encasement.
WATER, SEWER & STORM DRAIN PLAN SHEET
TRACT NO. 14186
VILLA SIENA
2101 15TH STREET
NEWPORT BEACH, CALIF.
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