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CITY
NEWPORT
PUBLIC WORKS
BEACH
DEPARTMENT
CONSTRUCTION NOTES AND ESTIMATED QUANTITIES *
WATER
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U.NIVERS\1'1 \• • • ?-,r •. lJ.~
CD ~ONSTRUCT WET BARREL F.H. ASSEMBLY PER STD.
DWG. 500-L I £4 r-,
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U C > SEWER AND WATER PLAN-S 0 CONSTRUCT B"ACP (CL./?00 l 507 L.F
0 CONSTRUCT l½ WATER SERVICE PER STD.
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EWPORT.
BEACH "' <> .. • 'Ii RD.
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DWG. 503-L I EA.
0 CONSTRUCT B" BUTTERFLY VALVE , EA.-
® JOIN EXISTNG WATER LINE , e;,!.
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FOR
NEWPORT AQUATIC CTR. 0
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CONST-'!'t.lCT ,;<; ,4 C ,P ('CL .?<JO) /QZ t.F
C'ONST-'!'t/CT .30 • .Y ,!!,;<' X 6 • CONC SLAB ANO ,;• ,'?ISE,'? ..,
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MEMORIAL ~
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-..;:_y AD.,,--... -~
; _ _J GENERAL NOTES
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1. THE CONSTRUCTION OF ALL PI.IBLIC IHPROVEHENTS SHALL COfrlFORM TO THE REQUIREMENTS OF THE
NE\IPORT BEACff COHSTRUCTJON STAWOAROS ANO THE STAN0ARO SPECIFICATIONS FOR PUBLIC \.IOR[S
CONSTRUCTION 1985 EDITION AND SUPPLEMENTS. -· ,, ~ , \
' ~ ~ -) 2. EXISTING UN0ERGROON0 UTILITIES ARE SHCMl AS PER AVAILABLE RECORDS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ANO ELEVATION IN THE FIELD
PRIOR TO BEGINNING C0NSTRUCTlot.l OF THE NEW FACILITIES • VICI N ITV MAP
,,. 0 l/4 l/2 J/, 1
GR.VHIC S(,t,lE IN MILES
SYMBOL LEGEND
... POWER POLE
0 MANHOLE
'O' FIRE HYDRANT
□ METER BOX
--0--VALVE
E--POWER POLE ANCHOR
f). MONUMENT
-,c-x-FENCE
BLOCK WALL
c&
!J'-,1'-, /o/
TREE
SHRUBBERY
_,.._,.,...,,,,, ASPHALT PAVEMENT
~M BRICKWALK
I . . ·· I
L·"-..;.;.;;J CONCRETE
t ;:I ic.u-.L=.L4 BUILDING
EXISTING CONSTRUCTION
NEW CONSTRUCTION
---!!-CENTERLINE
----5-SEWER LINE
-·•--w-WATER LINE
--tr-GAS LINE -E-POWER LINE
-TE,-TELEPHONE LINE
--TV-CABLEVISION LINE
-51"-SPRINKLER SYSTEM
~ STREET LIGHT
EMERGENCY TELEPHONE
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH { PUBLIC UTILITIES)
GOUPlTY SA~IIT.t.TIQN DISTRIGTS
GROUP W CABLE OF CALIFORNIA
COMMUNITY GABLE\'ISIQN
UNDERGROUND SERVICE ALERT
~
.,...,
'-~ ~ ~"
6'_, ' >-
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
3. ALL UN0ERGROON0 \JORK SHALL BE COIPLETE PRIOR TO PAVING OF STREETS ANO DRIVEWAYS.
4. SEUER MANHOLES SHA.LL BE LEFT BELOU PAVEMENT GRADE ANO BROOGHT TO FINISH GRADE AFTER
PAVEMENT IS IN PLACE.
5. SEWER AND WATER-LINE DISTANiEs SHOWN IN PROFLE AND IN THE ESTIM,HED
QUANTITIES ARE HORIZONT.6.l.. DISTANCES
6. THE WALLS ANO FACES OF All EXCAVATIONS GREAT·ER THAN FIVE (5) FEET IN DEPTH SHALL BE
EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROON0, OR OTHER EQUIVALENT
MEANS. TRENCHES OR EKCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED
WHEN EXAHINATIOW INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
7. lHE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR: TRENCH \JORK AS
DESCRIBED IN NO. 6 ABOVE FRc+I CAL/OSHA.
8. ALL !il'Of!rt BR• IN, SEWER ANO llATER PIPE SHALL BE BEDDED PER CITY Of NEUPORT BEACH STD.
106· L,
9. P.V.C. SEWER MAY BE USED IN LIEU OF V.C.P. THE P.V.C. PIPE MUST BE MANUFACTURED PER
A.S. T .Jill. D3034 S0R35. All FITTINGS SHALL BE PREFABRICATED FULL·BOOY FITTINGS. THE
P.V.C. SEWER TRENCH SHALL BE BACKFILtED UITK 3/4• CRUstiEXI AOCK J.0 18"
OVER TOP OF PIPE ANO CClilSOLI0ATED BY FLCOJING PRIOR TO COMPLETION OF TRENCH BACKFILL.
PVC PIPE SHALL BE BEDDED Olf A JIIINIHIJM OF 611 Of 3/4" CRUSHED ROCK.
10. THE CONTRACTOR SHALL REOUEST INSPECT!OH FRCl'I PUBLIC UORKS 48 HOORS IN ADVANCE OF
PERFORMI~G ANY IJORK. (~·3311)
11. THE "ATER MAINS SHA!.L HAVE A MiNIMUM OF 30" OF COVER FROM SUGGRADE.
12. ALL CONCRETE SHALL BE 560·C·325D.
13. THRUST !!LOCKS SHALL BE INSTALLED ON All IJATER MAINS IN ACCORDANCE 1./lTH 0RAI.IIHG NO.
STANDARD 510-L.
14. CONTRACTOR'S BID SHALL INCLUDE ALL NECESSARY IJATER FITTINGS ANO DEVICES (i.e. THRUST
BLOCKS, BENDS, ETC.)
15. CONTRACTOR SHALL NOTIFY CIVIL ENGINEER UPON VERIFICATION OF EXISTENCE AND ~IZE OF
SEI.IER IINO I.I.ATER STUBS TO SllE FROM STREET [HTERSECTI0N.
16. EXISTING STREET RIGHl·0F•\,jAY IMPROVEMENTS REMOVED OR DISTURBED DURING CONSTRUCTION OF
UTILITIES OR FOR OTHER REASONS IINOLVE0 I.IITH THIS PROJECT SHALL BE REPAIRED OR
REPLACED IH KIND AT THE CONTRACTOR'S EXPEHSE TO THE SATISFACTJO~ Of THE CITY ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN OF THESE PLANS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN
BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD
OR NOT SHOWN OFN THESE PLANS.
BENCHMARK CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR THE SITE CONDITIONS DURING LTHE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS
FROM ANY AND ALL LIABILITIES, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
OCS BM NB6-14-70
LOCATED IN THE SOUTHEAST PART OF
THE INTERSECTION OF SANTIAGO DRIVE
AND NOTTINGHAM ROAD; 32,5 FEET
SOUTHWEST OF THE CENTERLINE OF
NOTTINGHAM, 21.3 FEET SOUTHEAST OF
THE CENTERLINE OF SANTIAGO, IN THE
TOP OF THE SOUTHWEST CORNER OF A 5.l 'BY 5.3 FOOT CONCRETE BASE OF AN
EDISON MANHOLE, LEVEL WITH THE
SIDEWALK. _]11,BV.-67.933 ADJ. 1976
SOILS ENGINEER=
NUMBERS
NUMBER
634-0251
895-0221
551 -7736
644-3011
962 2q I I EXT. 222
642-3260
720 2056
1·800·422-4133
NAME PREPARED FOR
!ldlG
! newport aquatic center
200 newport center drive. suite 3(11
newport beach. ca 92660
HARDING LAWSON ASSOCIATES
15621 REDHILL AVE, SUITE 100
TUSTIN, CALIFORNIA 92680
1714) 259-7992
PREPARED BY •• KEITH .I ENGINEERING,
_ INC. ""'.,._,
...... CIVIL ENGINEER$• PLA~NERS • l,\~0 SURVEYORS
~&00!1 1!,is1ol St, Suite ~OS, C0sls Me .. , CA B252~
UNDER THE DIRECTION OF
4w C. ?e,4«
ERIC C. NIELSEN R.C.E. 40995
//-,?3/'-Bc.
DATE
P..:"R ST.a OW6.J 5/e-L. {.SCE LJETA/L. .S#T. E) I EA.
0 CONSTRUCT 4.,., LJUTTERF'L Y' VAt..VE / EA.
SEWER
@ CONSTRUCT 6" VCP SEWER 426 L..F
@ CONSTRUCT CLEANOUT PER STD. DWG. 400-L I EA.
@ CONSTRUCT.MANHOLE PERS STDS DWG'S.
401-L AND 112-L• I EA.
£ @ CORE DRILL AND CONSTRUCT TYPE "B" INSIDE DROP t £,1 PER STD. DWG. 4O3-L
@ SLURRY FILL AND BRICK MORTAR EX. a· SS @ MH f eA.
¼NOTE
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.
BASIS OF BEARINGS
NORTH 45'21'40"W FOR THE.CENTERLINE I APPROVED
OF NOR'l'II STAR LANE AS SHOWN ON FOR ON-SITE FIRE SYTEM AS SHOWN
TRACT NO. 4224, M.M. 157/1-14 IN
o~ lSSI
L-~,;;f~C NI, ~~c ~ No C 0
';;: <,p. 3~·c,r
~ c, TH CITY OP llBWPOld' BEACH, COUNTY ~~
OP ORA!IGI!, STATE OF CALIFORNIA. ~~ ~ \-2..~-
MARSHALL
OF
DATE
REVISIONS
No,IDate lBY I J'l~vlslon '
/i'tfVIS£.O .5E~IER PRc>F,LE. ~v. ;::.,,....... ="-&'ErAG6 o"<'l'L-S~c..e: ,a,"i;'o.c,.-LtS_, A,z;,J;16p Cx1sr. S•6eM
'.<./ r;p.o'!.S(.<.i,
,4,00c"D 4' F/RE L./A/£ TO 6L06.
APPROVE.0: FOR CONCEPT AN□ ADHERENCE TO
CITY STANDARDS 8 REQUIREMENTS ONLY.
CITY IS NOT RESPONSIBLE FOR DESIGN
ASSUM!__!IONS ACC~RA Yf
(.u' )( __
CITY ENGINEEFI:
DATE fFe,7,4,;>,1,1 C) 198/
DESIGNED £. C ,<I DRAWN M.M.M.
CHECKED DATE £.CN /l·6·8C?
TITLE SHEET
FOR
NEWPORT
AQUATIC CENTER r-~-SIZ2.-S
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CONSTRUCTION * NOTES AND_ ESTIMATED QUANTITIES
WATER
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OWG. 500-L
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CONSTRUCT l½ WATER SERVICE PER STD.
DWG. 503-L
CONSTRUCT 8" BUT'I'ERFLY VALVE
JOIN EXISTNG WATER LINE
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CONSTRUCT MANHOLE PERS STOS DWG'S.
401-L AND 112-L
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PER STD. DWG. 403-L
® SLURRY FILL AND BRICK MORTAR EX. 8" SS ~ MH
* NOTE
Q:JANTITIES SHO\-.rl ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL
BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A
COMPLETE JOB. COKTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF
/-\NY APPARENT DISCREPl..1:-l"CIES IN ESTIMATES~
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SL.A.l!J ~ /i'/SEA' OE7A/L
FROM STO. OWG. G"/2-L
/JEii/Ci/ M/!lflf
OCS' 6M ll/f3(r/d'-70
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NOTEg
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Orow1nq /1r,q forl!,:;,lert?nce Only< Co1?&lrucf1on
01 7!?B&l1 llt?m6' Gl7oll !3G I@;-Orodtn9 ?/011 On/'1
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Gewer / wol2r /:.11?eg In while C111'1'G 01-;ve.
r'lfEffl/fED E3Y-·
[I] KEITH
ENGINEERING, I NC. (714►~--0300
Cl'ill ~N(ll~EEAS • Pl lNNEqs • LA~D ~UHVEYOAS
2aOOB Br S,OI s,. SUl18 205, CQ•!• ~~-.-. CA 92626
Under The 01rect1on Of':
~ c. Zh:4,-
ERIC C. NIELSEN R.C.E. 40995
APPROVED FOR CONCEPI AND
//-,2~-8(, Oole
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1' ~\l~ESS10.-i, •
<! -. . .1, .S, ,_, 1; N1r, ''---,,-, ~ ~ --... ,(i-"'"' -Ir.'~ l~~c~~.z..~~,
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, o,: 2 ~. f>;, _;;,, • ,t-87 i • '. .. .f ' ... ~ I · /,ff C,V\ _ ~~./
·~[or cr,.1.1'~ ---•
ADHERENCE TO CITY STANDARDS
8 REQUIREMENTS ONLY. CITY IS . ~ o-J;/Q' £t-f R/:'"Vl5EO 6.EWER R<OF/L£ ·;QI( NOT RESPONSIBLE FOR DESIGN
k-_ /;' 1 ~liV F/,-/.SU/!.l'"ACE OV'ER SEWEI!' /',EO,ltf', l,itJ,Y t~''?i'.'.'n 8/C
SEWER AND WATER PLAN
FOR ·~ 4·c0ft iv AoP•O £)(. s.o. c,eoss,J./.G • ,/,_, Cl~
D_A EN IAOOEO 4n RKE L.IN£ 7?J t5t.OG. NEWPORT AQUATIC CENTER
DATE BY DESCRIPTION APP'D. DESIGNED I DRAWN MM E.C.N k'.C. · .M.
REVISIONS CHECKED IDATE
ECN. 11-5-81,
CITY OF NEWPORT BEACH I R-5122-S
PUBLIC WORKS OEPARTMENT SHEET 2 OF 2
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