HomeMy WebLinkAboutW_5218_S113HO
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CITY OF
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MESA
VICTORIA
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o~ INDICA~ :11£A
SHOWN ON
LOCATION MAP
VICINITY MAP PROJECT
LOCATION -11, 0 ¼ 11) 3/• 1
SYMBOL LEGEND ... POWER POLE
0 MANI-IOLE
'Cf FIRE HYDRANT
a METER BOX
--.&-VALVE
E-POWER POLE ANCHOR
6. MO.N~MENT
-:ic-x-1-FENCE
=-===== BLOCK WALL
'e~ TREE
~),t, SHRUBl!lERY
-11t-11t..il¥k ASPHALT PAVEMENT
~M IRICKWALK
, i_::~::_~j CONCRETE
t ;:I ""'..,.,...,,...,ldl BUil DING
--EX I STING CONSTRUCTION
NEW CONSTRUCTION
---f-CENTERLINE
--·-•-SEWER LINE
-----w-WATER LINE
--~-GAS LIN.E .
-E-POWER LINE
-"•-TELEPHONE LINE
-TV-CABLE.VISION LINE
-v-SPRINKLER SYSTEM
STREET LIGHT
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EMERGENCY TELEPHONE NUMBERS
AGENCY NUMBER
SOUTHER,N CALI FOR NIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC,TELEPltOl'fE COMPANY ·,
CITY OF NEWPOR'f'"!EACI-I (PUBLIC UTILITIES)
COUNTY SANITATION DISTRICTS
C_OMCAST CABLEVISION_
COMMUNITY CABLEVISION
UNDERGROUND SERVICE ALERT
•
634-0251
895-0221
611
644-3011
962-2411
542-6222 after s:oo 542-3975
720-4040
1·800·422·4133
OF CITY
NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
OC.C. SAILING 8 ROW NG BASE
iWATER MAIN INSTALLATION, PHASE II
C-2888
APPROVED:
APPROVED:
-1000-
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PUBLIC WORKS DIRECTOR
DEPUTY UTILITl1ES DIRECTOR
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DATE /2.-2-9/
DATE l'Z.-'Z..-"11
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---! / _, ____ WEST
t11GHWA!------COAST I
I -----
200,-
'-j 1931-
--+--' ------
I i
SEA SCOUT LEASE
BASIS OF BEARINGS BENCH MARI<
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COUNTY PROPERTY
------------~'
PROJECT
LOCATION
GENERAL NOTES=
I. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CON1FORM TO THf:
REQUIREMENTS OF THE NEWPORTB£ACH CONSTRUCTION STANDARDS, STANDllltD
SPECIAL PROVISIONS. DESIGN CRITERIA, STANDARD DRAWINIS, AND THE "STANDARD
SFECI F!CAT IONS FOR PUSLICWORKS CONSTRUCTION: IHIEDITION.
2. EXISTING UNDERGROUND UTILITIES ARE 9f0WN AS PER AVAILABLE RECORDS. THE
CONTRACTORSHALLBE RESPONSIBLE FOR VEIIUFYING THE ACTUAL LQCATION
AND ELEVATION PRIOR TO CONSTRUCTION OF THE NEW FACILITIES.
3. ALL EXPOSED CONCRETE SURFACES.SHALL C01NFORM IN GRAOE, COLOR AND Fl1NISH
TO ALL ADJOINING cu,es AND WALKS.
4. ALL UNDERGROLN>WOlltK SHALL B£ COMPLETED PRIOR TO PAVING.
5. SEWER, WATERANDSTORM ORAINLINES DISTANCES S1MOW1N IN PROFIL1E AND
THE ESTIMATm QUANTITIES ARE HORIZONTAL DISTANCES.
6. THE CONTRACTOR SI-W..L REQlEST INSP,ECTION FROM THE PUBLIC WORKS 'NPT.
48 HOURS IN ACWANCE OF PERFORMING ANY WORK AT 644-3311. THE PUil.iC WOR«S
INSPECTOR Sl:IALL BE NOTIFIED AFTER PLACEMENTOF FORMS AHO PRIOR TO
PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO TMAT THE FORMS CAN 11£
CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH El<ISTING COllSTIWCT1ION.
7. THE WALLS~ FACE OF ALL EXCAVATIONS GREATER THAN 5 FEET.IN DEPTNSMAtL
BE EFFECTIVELY GUAFl>ED IY A SHORING M"f1EM: SI.OPING OF THE GROUND OR
OTHER EQUIVALENT MEANS. TRENCHES OR E~CAVATIONSLEII THAN5 F'IET IN
D.~!"TH SHALL AL.SOBE GUMOED WH:£N EXAMINATION INDICATES THAT MAllAM>OUS
GROUND MOVEMENT MM IE EXPECTED.
8. Tl£ CONTFIACTORIS) SHALL 08TAINA PEIIIMIT TO PEIIIFQIIM E)(CAVATION Oll TR£Netol
WOFII< AS DESCIIIIIED IN NO. 7 ABOVE FROM CAL~lilA.
9. ALL STOftM DRAIN, SEWER AND WATER PIPE SHALL IE IEOOED PER C.N.I. 911)-,106-L.
I 0. DUCT I LE IRON PIPE SHALL BE CLASSS2 AND SHALL HAVE AH I MIL LOOIE
POLYETHYLE~E ENCASE1MENT AS PER SECTION 207-9.1.2 OF Tl£ STAN OMO SPECS.
11. THRUST BLOCl<S SHALL BE INSTALLED ON AU. WATER MAIN FITTINGS IN
ACCORDANCE WITH C.N.I. STD-510-L.
12. ALL CONCRETE SHALL BE 560-C-32150.
13. THE CONTRACTORSHlLL NOTIFY THE FIRE DEPT. 48 HOlRS IN Al>VANCE OF
SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106.
14. THE FIRE DEPT. SHALL BE NOTIFIED48 HOURS IN ADVAJICE OF ALL LANE ,CLOIIIURES.
15. ALL FLANGED PIPE JOINTS SHALL IE JOl,NED UTILIZING TYPE 316.STAINLESS STEEL
NUTS, WASHERS ,-ND HEX-HEAD BOLTS. GASKETS SHALL BE FULL F~CLOTH
REINFOIIICED BUNA·N RUBBER.
16. FLEX ANO TRANSITION COUPLINGS USED TO JOIN PIPEIN WATER MAl 1N CONST1RUCTION
SHALL HAVE ALL lttREAIED PARTS AND JOINING HARDWA1t1E FA .. l~TED IIIIIOM '
TYPE" 316 STAINLESS STEEL.
17. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAlNTS,AND SHAa«.E-CLAMP
ASSEMBLIES SHALL BE JOINEDUTILIZING TYPE 316 STAIN,I.EISSTIEL ,\l.L-TMIIEAD
ROD, NUT BOLTS AND WASHERS. CLAMPS, SHACKLESAIIID OTHER HMOWAIIIE MAY IE
CARBON STEEL OR DUCTILE I RON, BUT MUST BE COOED L11£lil:4LLY Wl'!'H COIIIAOSION
PROTECTIVE MASTIC COMPCUID.
18. BOLTED CONNECTORS MADE FROM TYPE 316 STAINLESS STEE1L StiALL HAV1E
THREADED PII\RTS CMTEO LIBERALLY WITH AN APPROVED ANTI •CEASE COMPOUND.
-19. AU. BaJED AND THREADED FASTENERS SHALL BE MANIFACTURED INTHE USA AND
SIW.L CONFORM TO THE MIN. REQ. FCJCSTRENGTH, MAl"ERIALCONSTRllCTION
AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SFECS. ALL
FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROMl1£
MANUFACTI.MER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS.
20, ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL BE IN .ACCORDANCE WITH
CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS.
2L THE TRENCH MUST BE SAW CUT NEAT, USING A POWER DRIVEN SAW TO A MIN,IMUM
OF OJ7".
22. A MINIMUM OF 42" COVER IS REQUIRED ON THE 8" DIP.
23. THE EXCAVATION AND BACKFILL SHALL IE IN ACCORDANCE WITH SECTION 19~1
OF THE STANDARD SPECIFICATIONS DATED JANUARY ~ ·1ff~. IACNFILL SHAWL ·
BE IN ACCORDANCE WITH SECTION 19 01'" THE STATE STANDAIID SPECIFICATIONS
WITH A MINIMUM OF 95% COMPACTION. ALSO NEW STRUCTURAL SECTION SHOULD
AT LEAST MATCH THE EXISTING PAVEMENT.
W-5218-S
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NOTES
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2.
3.
ALL JID'EUNE 91,\JJ,. IE DIP CI-"11 51 AND PUSSUIIE TIS'IED AND
DIUNl'EC'l'SP PD OtB -..u.5 AND 306-1.4.1.
CON'IMC'ft>ll IIWI AIIDE BY ALL C\l.11lANS AND aJ"Y OF
NIIWPOaT -...al l'DMIT RJ!QUDtDmNTS,
CC)NTRAC'1'0ll SHALL Cl0ClJlDDIATI! ALL TIE-DfS Wffll TIIE aJ"Y OF
NEWPORT IEAOl l1TIUTY Dl!PARTMBNT.
LI •/0 07' 2:56
~=Z04/.00'
L == 40.00'
T= 20.00'
STA 1o+z.41:, /N!TAU... e,"f>uTT6tl.P'--Y. vA1-ve. fJI.J-.<M.J.
T1e.v..._1-v'E.MC.K wrrH M.J. 12-ET"AcN~I'!.. G:'--'\NDS
/0
4--/"'T £,P/P.(i:5757:4 /00,43.tr.fJ f!. 57 ~
cO/V-ST..eLIC ,.. 45• L!>eND MJ WITH RET.4/NER GLANl>.5 AM
THRUST 8Lt>CK PER CNtJ 5"T£J·510-t.
N8:Z.0 04'48"e
15.-58'
II
STA. l/r7QOO EPIPt • ¼
~T STA-IO/r~7.2(;, EST.
~ONSTRUCT t"AIR·VACUUM ~ELEASE A5,S''I VALVE., M.J.,,r,,1J.
i,OE~ CNS OWG .ST0-5/5-L W/ltaT. GLANDS
STA-l2t-84-4!J ~ P/Pfr!= ST ST,4 /02 t-79-99 I!: ST.~
CON.5TRL/CT .FIi?§ flYVRAAIT ASS'Y PER C/TY .. ,,
Or IVEWPORT BEACfYLJWG NO.ST0-:500-L. C.LAS<; A HeAO
' ~C.ONSTRt/CT NEW ZN WATER S.!?RV/,:;,E P.!:'R CNB .5T.0·503·l...
'JOIN l?EMAINING Ctl.STO,MER t,./Nc BEH/Nt:J Ot.t:J McTE.R.
COAINcCT WIT# C'OMPRE.5,5/0A/ COUPLING.
/
PHASE? C'ON.STl?t/CTION Tr:J MINIM/Ze t:'t/STOMBR OOWN-71ME.
THE CONTRACTOR SHALL CONTACT UNltRGROUNl SERVICE ALERT <U.S.A.) AT l-(8OO)-422-4133
STA /0+55. 51f!, ,1=""'7 • ,P/,PG°"' 5T $T'.STA /00+54. 53 ~ '5T ~ AT LEAST 48 HOURS PRIOR TO STARTI!HG WOR<.
CONST/ft/CT t!J" 4.5• 8ENIJ Al✓ WITH HETAINER GLANOS ;I/All) TIIRtl.5T BlOC)f,' _ . . _ . . -n _ ,,,///:"~J81-1 (:'on"'truC't1on c~mtractor agree~ that m ~rcordan<'e wuh ~enerally accepted con~t~~<·t1~n. PER CNB STu. --'fV '-UNDERGROUND STRUCTURES p1a,·t1res. eonstrurllon ron1raetorw11l bo roquttod IOassumo solo and complete responsihthty lor
A.LL UNNNaoLIND UTILl'Ttl:■ OIi IITIIUC:TIHIU ■l:POIITCD ■'f TMI OWNl:11 011 OTNIN
A.ND TMell■ ■MeWN ON NI ■l:COIIN UAMINl:D All■ INDICllT■D WITN TMIIII ......... T■.
LOCATIDN ,UID ■llT■NT. TN■ OWN■II ■V ACCl"INe TMDI: PL.A.NI Olli PIIOC■CDI ... WITH
IM.110¥■-IN"'■ •UHUANT TM■IIITD Aell■I:• 'l'O A■•UN■: LIA■ILITY ANO TO MOLD UND■II•
•IGNID MAIIML■■9 l"OII ANY DAMAGU 11■-ULTUIG raGN TNll &Kl■TltNC:I 01'" UNDINIIOUND
UTIUTI■• Ga IITIIUCTUIIU NDT ll■flOIITID TO TH& UNHftl■Nl:D: NOT INDIC:ATl:D ON TH■
PU■L.IC IIINOIIN IXAMINl:D, LOCllTID AT VA.IANC■ WITH THAT 11■:NIITl:D 011 •MOWN
011 •■eOIIN UAMINl:D TNI CONTIIACTOII I■ ll■CIUIIIID TO TAKI DUI •■■CAUTICINAll'I'
MIA■UIIU TO PIIOTllC'T TMI UTILITII:. 011 .TIIUCTUIIU ■MOWN AND AN'I' orN&II UTILITl■e
011 STIIUCTU•D POUND AT TMI: e1n:. IT eNALL N TMI CONTIIA.CTOII'■ IIUl"CIN•l■ILITV TO
NeTlll'Y TNI: OWNIM Of' THI: l,ITU.ITII■ 011 .YIIUCTUlll9 CONC■IINaD ■1.-0H ■TAMING ....
joh :,;i1e ('Qnditions durinJ the cour~e of con,-;nµction of the proje~t. includin~ safety of 'ill per~on:,;"
and p1·opt>rty; that thi,-re<.tuirernent shall he lmadE" to apply coJitinuou!,l:r and not he limited to
normal ~•.:orkin~ homs. and construction con1~actor funhel' agre~s rn defend. indemnify and hold
dt>:;;ign prcifesi.ional harmle!-s from any and 111 liability, real or1 alle11ed, in connection with the
11erformam·e uf work on thi~ project, exrep1in~ liahility ari!-ing fOOnl.the sole negligence of dHi~n
profes~ional. •
Cdilbrnia CCXXlCi
ofClull En9ln • .,
Iii.and fuNIVort
PROP WATER c'AS.!!'Mt?-NT TO T#E CITY OF N:'W.PORT BEACII
~'"Bei,z..'William~ c;&c,hsoc.wes
f'flOFESSION·AL ENGINEEIIS, PLANNEflS& SURVEYORS
~-10)( 11738 • 14725 AL TON PARKWA V, IRVIN E,CALIFORNIA.92718
{71<1) 472-3505 77l...A..J'J. R.A-., ,,.., • DATE .y.t1/'P/
R.C.E. NO. "32135
10-1-'ll
,._,_,, M. S.
DATE BY
\\J
rn-..........
REV/SEO TO 1--1/GHL/GHT {,/Ml
OF Pf-145<= LI cONS"Tif?UCT/
DESCRIPTION
REVISIONS
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END CONSiRI.ICTION .
STA-lclt-352/,.e P/Pc =.ST .STA.108.;./9. 74 'it ST.~ I
CONTRACTOR .SHALL LOCATE EK/STING t,;".FIRE
HYORANT LATERAL ANO AO.JU.ST ~eLEVAT/0111
OP PROP05t50 8"0/P TO MATC# ~ ELEVATION or-EXISTING c;" r/RE HYD.RANT LATERAL.. MA,f'E
CONNEC T/0.N PER .PLAAI .8ELOW.
R.oLI.. Sia.,!) A~ IU!4°l)
TO C1<-1>SS IJS. .. f .. 'ni El<..
ur1L.-1nli.~ As "KOLtJtJ
STA. 10-tii
"'C.~M~o·· 0 111.1. cor-,C...
· t'1."?4" """f
/ 11-0LL &&,.j I> A~ 11-"1 0
To CP,o<;S 11,&Nli'\n,( 1111.
U'f"IL1T1fS AS ,11,.,,,.,.
. -\.
. .
: raI 14 1'e.c1111eo CL.E:A~tl, 1s 12,'1
f'tll\l1MUJ'o'I 4<.CE.PIA.l!LE ~c.£.
I'$, "J:". "
.~TiL1Ty c:.Rois~rN6
Tl-i1S 1s ioor A., 0AS-avtLT' oF !'HA~IE ::i:. c.oNs:,:11:uc:.nor-J.
l:IESIGNED
T.C K
CHECUD
DRAWN
If.MONTOTO
DATE
PLAN AND PROFILE FOR THE IMflllOVfMENT 0,
0WATElr 1Ml'IPIOVEMENT PLAN$ .1'011111:,._ ·
ORANGE COAST COLLEGE m
ROWING A SALING. ■All (!'W,sf?. :te) •
STA 10+00.DO TO STA 11+: 35.21
CITY OF NEWPORT IBCN w~521s-~
PUBLIC WOIIIKS DEPBTMENT -IT 2 11F 2
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