HomeMy WebLinkAboutS_5122_S,0 ..,
CITY OF
COSTA
MESA
VICTORIA
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IAICEI
VICI N ITV MAP
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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
TREE
SHRUBBERY
_,.,_,.,...,,,,, ASPHALT PAVEMENT
~M BRICKWALK
I . . ·· I
L·"-...;.";J CONCRETE
t ;:I W.L-<L/.L.d 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
N OF CITY
NEWPORT
PUBLIC WORKS
BEACH
DEPARTMENT
U.NIVERSl 11
CITY
/'' OF
,.
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• 0 1-
U C O SEWER AND WATER
NEWPORT , •
I BEACH "' <> .. •
l> IID.
,0
--
FOR
NEWPORT AQUATIC
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
GENERAL NOTES
1. THE CONSTRUCTION OF All PI.IBLIC IHPROVEHENTS SHALL COfrlFORM TO THE REQUIREMENTS OF THE
NE\IPORT BEACH COHSTRUCTION STANDARDS ANO THE STANDARD SPECIFICATIONS FOR PUBLIC \.JORtS
CONSTRUCTION 1985 EDITION AND SUPPLEMENTS.
2. EXISTING UNOERGROONO 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 CONSTRUCTlot.l OF THE NEW FACILITIES.
3. ALL UIWERGROONO \JORK SHALL BE COIPLETE PRIOR TO PAVING OF SHEETS ANO DRIVEWAYS.
4. SEUER MANHOLES SHA.LL BE LEFT BELOU PAVEMENT GRADE AND BROOGHT TO FINISH GRADE AFTER
PAVEMENT IS IN PLACE.
5. SEWER AND WATER-LINE DISTANCES SHOWN IN PROFLE AND IN THE ESTIM,HED
QUANTITIES ARE HORIZONT.6.l.. DISTANCES
6. THE WALLS AND FACES OF All EXCAVATIONS GREAT-ER THAN FIVE (5) FEET IN DEPTH SKALL BE
EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROONO, 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) SIIALL 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 SOR35. ALL FITTINGS SHALL BE PREFABRICATED FULL·BOOY FITTINGS. THE
P.V.C. SEWER TRENCH SHA.LL BE BACKFlltED UITK 3/4• CRUstiEXI AOCK J.0 18"
OVER TOP OF PIPE ANO CClilSOLIOATEO BY FLCOJING PRIOR TO COMPLETION OF TRENCH BACKFILL.
PVC PIPE SHALL BE BEDDED ON A MINIMUM OF 611 Of 3/4" CRUSHED ROCK.
10. THE CONTRACTOR SHALL REOUEST INSPECT!ON FRCl'I PUBLIC UORKS 48 HOORS IN ADVANCE OF
PERFORMING ANY IJORK. (~-3311)
11. THE "ATER MAINS SHA!..L HAVE A MiNIMUM OF 30" OF COVER FROM SUBGRADE.
12. ALL CONCRETE SHALL BE 560-C-3250.
13. THRUST !!LOCKS SH.ALL BE INSTALLED ON All IJATER MAINS IN ACCORDANCE 1./lTH ORAI.IIMG MO.
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 ANO ~IZE OF
SEI.IER IINO I.I.ATER STUBS TO SllE FROM STREET [MTERSECTION.
16. EXISTING STREET RIGHl·OF•\,jAY IHPROVEM.EMTS REMOVED OR DISTURBED DURING CONSTRUCTION OF
UTILITIES OR FOR OTHER REASONS INVOLVED I.IITH THIS PROJECT SHALL BE REPAIRED OR
REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE 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.
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.
BENCHMARK
OCS BM NB6-14-70 SOILS ENGINEER=
PLAN-S
CTR.
BASIS OF BEARINGS
NORTH 45"21 1 40 11W FOR THE.CENTERLINE APPROVED
CONSTRUCTION NOTES AND ESTIMATED QUANTITIES *
WATER
~ONSTRUCT WET BARREL F.H. ASSEMBLY ?ER STD.
DWG. 500-L I CD
0
0
CONSTRUCT B"ACP (CL.t'OO) 507
CONSTRUCT l½ WATER SERVICE PER STD.
DWG. 503-L
CONSTRUCT B" BUTTERFLY VALVE
JOIN EXISTNG WATER LINE
I
I
I
0
0
0
0
/lJZ
®
SEWER
C'ONSTRUCT .3<J • ,r ,!!-;<' X ~ • C.ONC SL.AB ANO ,;" ,'i'ISE,'i'
P.:!"R ST.a owc-;.J 5/Z'-L {.SC£ LJ-£'TA/L. .SJIT. 2')
CONSTRUCT 4 ff Bt/TTERF'LY VAt.VE
CONSTRUCT 6" VCP SEWER 426
NOTE
CONSTRUCT CLEANOUT PER STD. DWG. 400-L
CONSTRUCT -MANHOLE PERS STDS DWG' S .
401-L AND 112-L
CORE DRILL AND CONSTRUCT TYPE "B" INSIDE DROP
PER STD. DWG. 403-L
SLURRY FILL AND BRICK MORTAR EX. 8' SS @ MH
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.
"" • ....
$ No C
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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 '5y 5. 3 FOOT CONCRETE BASE OF AN
EDISON MANHOLE, LEVEL WITH THE
SIDEWALK. _]11,BV.-67.933 ADJ. 1976
HARDING LAWSON ASSOCIATES
15621 REDHILL AVE, SUITE 100
TUSTIN, CALIFORNIA 92680
1714) 259-7992
OF NORTH STAR !ANE AS SHOWN ON FOR ON·SITE FIRE SYTEM AS SHOWN
,_ E ,p . .,3::...,c'-"a.,...
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
11ag _____ __
! newport aquatic center
200 newport center drive. suite 3(11
newport beach. ca 92660
PREPARED BY •• KEITH .I ENGINEERING, _ INC. ,,.,_,,.,
...... CIVIL ENGINEER$• PLA~NERS • l,\~0 SURVEYORS
~&00!1 1!,is1ol St, Suite ~OS, C0sls Me .. , CA B252~
UNDER THE DIRECTION OF
4w C. ?e,4«
ERIC C. NIELSEN R.C.E. 40995
//-..?3/'-Bc.
DATE
TRACT NO. 4224, M.M. 157/1-14 IN TH CITY OP llBWPOld' BEACH, COUNTY J---,~-, c,
OP ORANGI!, STATE OF CALIFORNIA. J~~~~~~~~-,--\-2."-•
RAY MARSHALL DATE
OF
REVISIONS
"'No ...... -=o-a-=-,.---r=e--r------•vision
G6 oV'5-L. s~c,e: P,"i;'OF✓L6._, A,z;,J;16p ss"'
APPROVE.0: FOR CONCEPT AN□ ADHERENCE TO
CITY STANDARDS a REQUIREMENTS ONLY.
CITY IS NOT RESPONSIBLE FOR DESIGN
ASSUM!__!IONS ~AC. C~Y/?
Gs Mil G!J;&L
CITY ENGINEER
DATE fFMcM,\1 0 1087
DESIGNED £.CN DRAWN M.M.M.
CHECKED DATE £CN
TITLE SHEET
FOR
NEWPORT
AQUATIC CENTER
l<-SIZ2-S
SHT. OF 2
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6 , 75•?.,~2" R, 175'
L = 238. 97' T' l'i'Z. '32
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CONSTRUCTION NOT.ES AND. ESTIMATED QUANTITIES *
WATER
0
0
0
SEWER
CONSTRUCT WET BARREL F. IL ASSEMBLY PER STD.
DWG. 500-L
CONSTRUCT 8"ACP (CL.t'OO )
CONSTRUCT l½ WATER SERVICE PER STD.
DWG. 503-L
CONSTRUCT 8" BUTTERFLY VALVE
JOIN EXISTNG WATER LINE
CO/',/-STRUCT -.,• ACP (CL .?Oo)
cON'STR(.ICT 40".X3-#.uX"1N co,vc_ stAB ANO 4''
R/S,!°R PER STO. DW6.1 S/~-i. /.!!:EC OETA/l 7l-l/.& .SI-IT.)
CONST.Rt.JCT BV77$"1E',t°LY' VALVe
CONSTRUCT 6" VCP SEWER
CONSTRUCT CLEANOUT PER STD. DWG. 400-L
CONSTRUCT MANHOLE PERS STDS DWG • S.
401-L A1'D 112-L
CORE DRILL AND CONSTRUCT TYPE "B" INSIDE DROP
PER STD. DWG. 403-L
I £4.
507 LJ:
I £A.
I £A.
/ £A.
7 EA.
I EA.
I EA.
I E/1.
/240FF &
® SLURRY FILL AND BRICK MORTAR EX. 8" SS ~ MH I £A.
' " CONC. SLA.fj PER
711/S /'LAN
* IIOTE
7"/.l!et/ST 8LK.S PER
STD. 5/0•t.
QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL
HE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A
COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF
,\KY APPARENT DISCR.EPJI.NCIES IN ESTIMATES~
SL.A.l!J ~ /i'/SEA' OE7A/L
FROM STO. OWG. G'/2-L
/JEii/Ci/ M/1/f'Jr
OCS' 6.M ll/f3(r/d'-70
t-oc-oT&d /n The GoolheoBI lbrl 01' Tl?<? lnle?r6ee>l1on
01' 6onhoqo Onv& ( /Uolhn(//?On, /food; 3Z.5
R>et ,Jovfl!w<?Bi-0,-" 7/?P C'BnlPrllnB 0/' .Volvnehom c I q R>ef &afl?eoBI Of' T/7,q C.onrBrl1ne (JI"
eJon//oqa. In The mp Of' The Gow/ht</&Br C'orn&r
01' /f :5 8 ·x :5.5' Coacr&/e Boge 0/' /ln c'7/GOn
Monl?ole. t.evel W1/h Th& G1det-Vofk
t:levol:on, c2J?.?33
NOTEg
I t!Jur/OC't? lmproven1(?nfG el?own Gcr0017ed On Thi&
Orow1nt7 /?re? /or /f,-;;/erc'nce Only: C'o1?&frucf1on
01 7/?B&ll llc>mt? G/?oll l31? /l?r Oroo'!n9 ?/017 On/'1'
Z 6ee "OeT?erol !Vote,;;' '3l?eel I, !or dppl!cob/e A/of&&.
5 Confrocn7r Gholl /m177ed1olel,;,1 ;Vol11'f/ cnq1aeer
Upon f/c?r11!00/1on 01' C?r!Sl&l?C& r'GtzB 0/ Ex1e/117q
g8wer / Moler L.1/'leg In Nh1fe C'111'1'G 01?ve.
r'lfEIYl/fEO 13y.·
KEITH
ENGINEERING,
INC. (714/2~300
CIIIIL EN(llNEERS • P. l~NERS • LANO SUl-lVEYORS
29008 Bri,101 S1. S;lt& 205, Co•I• M~sa. CA 9~6~~
Cinder The D1recf1on Of':
ERIC C. NIELSEN R.C.E. 40995
APPROVED FOR CONCEPI AND ----1-----------------+-o=,--I ADHERENCE TO CITY STANDARDS -8 REQUIREMENTS ONLY. CITY IS SEWER AND WATER PLAN
FOR
NOT RESPONSIBLE FOR DESIGN r;rm1:c3~
NEWPORT AQUATIC CENTER
DATE BY DESCRIPTION APP'D. DESIGNED DRAWN €.C.11( k'.C M.M.M. CITY OF NEWPORT BEACH R-5122-S
REVISIONS CHECKED DATE
ECN. 11·5·61, PUBLIC WORKS OEPARTMENT SHEET 2 OF 2
(