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COAST
CITY OF
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MESA
COLLEGE 1----,,;1/,
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VICTORIA
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VICINITY MAP
l/4 Q '¼ 1/2 3/4 1 --- -----GRAPHIC SCALE IN Mil£$
SYMBOL LEGEND .... POWER POLE
0 MANHOLE
"Cl FIRE HYDRANT
□ METER BOX
----0-VALVE
(--POWER POLE ANCHOR
A MONUMENT
-x-x-FENCE
BLOCK WALL
c~ TREE
l:;'-,6'{:}
I'" SHRUBBERY
.JJ:.k.ki ASPHALT PAVEMENT.
~B BRICKWALK
I·. . ..... ·I L:\;:_:;_;::.:.::J CONCRETE
~ ;::I
~..:..u.--<4 BUil DING
-----EXISTING CONSTRUCTION
NEW CONSTRUCTION
---e!-CENTERLINE
-·--5-SEWER LINE
-···-w-WATER LINE
--fi-GAS LINE
-£-POWER LINE
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OF
BEACH
DEPARTMENT
CITY
NEWPORT
PUBLIC WORKS
ONSITE SEWER, WATER ~ STORM DRAIN AND
TO BISON AVENUE
NORTH COMMERCIAL
' OFFSITE STREET IMP.
NEWPORT
TRACT 12309 LOT 5
!
NOTICE TO coNTRAcTbR,
EXISTENCE AND LOCATION OF ANY! UNDERGROUND UTILITY LINES OR STRUCTURES
SHOIIN ON THESE PLANS ARE OBTA(NED BY A SEARCH OF THE AVAILABLE RECORDS,
APPROVALS OF THESE PLANS DO NOT CONSTITUTE A REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF T0E LOCATION OR THE EXISTENCE OR NON-EXISTENCE
OF ANY UNDERGROUND UTILITY LI~E OR STRUCTURE \JITHIN THE LIMITS OF THIS
PROJECT. THE CDNTiRACTDR IS REQUIRED TD TAKE DUE PRECAUTIONARY MEANS TD
PROTECT THE UTILITY LINES NOT 1 OF RECORD OR NOT SHOWN ON THESE PLANS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY : TH~T THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL 1/0RKING OURS : AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY
AND HOLD THE --.f-__ _ CESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION I/ITH THE PERFORMANCE OF \/ORK ON THIS PROJECT EXCEPTING FOR
LIABILITY ARISING FROM THE SO~E NEGLIGENCE OF THE 01/NER OR THE ENGINEER.
NOTICE TO CONTRACTbR,
I ' PURSUANT TO ASSEMB~Y BILL 3019·., NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLO\JING IS PE FORMED: i
I
I. UNDERGROUND SER ICE ALERT ~AS BEEN CONTACTED AND HAS PROVIDED !INQUIRY
I. D. NUMBER_-+i ----+--
! . 2. THE UNDERSIGNEDgAGREES TO fONTACT AND OBTAIN AN INQUIRY I.D. NUMBER
FROM UNDERGROUN SERVICE A~ERT (l-600-422-4133) AT LEAST T\JO WORKING
DAYS PRIOR TO C MMENCING E*CAVATION.
SIGNED: DATE:
INDEX SHEET
i DESCRiPTION SHT.
'TITLE Sll££T I 1
' STtilf'# P{?AltV /,/CJTE5, 06'TA/L #' tRTY TA8Lc z
SEWEH, f4(AT£/f',STcll-?M 17RAI/./ / ?AV/A/6
'
PLAN 3
'
NO.
-
GENERAL NOTES
I. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM
TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION.STAND-
ARD SPECIFICATIONS FOR PUBLIC IIORKS CONSTRUCTION 1985·EDITION
AND SUPPLEMENTS.
2. STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHO\JN AS PER AVAILABLE
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
THE ACTUAL LOCATION AND ELEVATION IN THE FIELD 'PRIOR TO BE-
GINNING CONSTRUCTION OF THE NEIi FACILITIES.
4. CURB DATA REFERS TO FACE OF CURB.
5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR ANO FINISH TO ALL ADJOINING CURBS AND 1/ALKS.
6. ALL UNDERGROUND I/ORK SHALL BE COMPLETE PRIOR TO PAVING OF
STREETS AND DRIVE\JAYS.
__ .,L._,L _SE.1/.ER MANHOLES SHALL BE LEFT BELO\/ PAVEMENT GRADE AND BROUGHT I TO FINISH GRADE AFTER PAVEMENT IS IN PLACE.
b .8. ,· STATIONS SHOIIN THUS(O+OirARE STORM DRAIN STATIONS AND ARE IN-
I
DEPENDENT OF ALL OTHER ATIONS.
'l 'l~==:sEWER; I/ATER, AND STORM DRAIN LINE DISTANCES SHO\JN IN PROFILE
· AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES.
,u IQ::.. THE CONTRACTOR SHALL NOT I FY THE PUBLIC 1/0RKS INSPECTOR AT 644-
3311 AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE
FOR CURB AND GUTTER SO THAT .THE FORM LOCATION CAN BE CHECKED TO
ASSURE ITS COMPATIBILITY 111TH EXISTING CONSTRUCTION.
,1111, THE I/ALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5J FEET IN
DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOP-
ING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EX-
CAVATIONS LESS THAN F LVE (5J FEET IN DEPTH SHALL ALSO BE GUARD-
ED I/HEN EXAMINATION THAT HAZARDOUS GROUND MOVEMENT MAY BE EX-
PECTED.
lt-::-ff_-THE CONTRACTOR (SJ SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION
OR TRENCH I/ORK AS DESCRIBED IN NO. II ABOVE FROM CAL/OSHA. ,,. ~:r-~-., ~ALL STORM DRAIN, SE\JER AND I/ATER PIPE SHALL BE BEDDED PER
CITY OF NE\JPORT BEACH STD. 106-1.
it ~14-.~e~~v.c, SE\JER MAY BE USED IN LIEU DF V.C.P. THE P.V.C. PIPE
MUST BE MANUFACTURED PER A.S.T.M. D3034 SDR35. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. THE P.V.C. SEIIER
PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM 4" BELO\/ THE
PIPE TO 12" ABOVE THE TOP OF PIPE AND CONSOLIDATED BY JET-TING PRIOR TO COMPLETION TO TRENCH BACKFILL.
~--ALL DUCTILE IRON PIPE SHALL HAVE AN 8 MIL LOOSE POLYETHY-LENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD
SPECIFICATIONS.
--rr;;:;:::tH RUST BLOCKS SHALL BE INSTALLED ON ALL \/ATER MAINS IN AC-
RDANCE 111TH CITY OF NEWPORT BEACH STD-510-J. '
-]J_l'r.
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EI/ATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM
HGRADE.
L ·coNGRETE SHALL BE 560-C-3250.
.EL OPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORDANCE
ITH DRA\JING NO. STANDARD 314-I . -w
A i: .. e .. 111TH A D-LOAD ONE AND ONE HALF GREATER THAN REQUIRED
FDR R.C.P. MAY BE USED FOR STORM DRAINS.
-_ 2 I. --,,;LL A. C. P. \IA TER MA I NS AND LATERALS SHALL BE CLASS IGO ..
I.
'
I GENERAL SE\JER NOTES CIR\JD) I . . : . . \
I. THE SEIIER SYSTEM IS TO BE INSTALLED BY THE DEV,LOPER, • :
ALL SEIIER SYSTEM IIORK SHALL CONFORM TO THE DIST ICTS t_ STANDARD
SPECIFICATIONS FOR THE CONSTUCTION OF I/ATER, SE ~R, AIIID '
RECLAIMED IIATER FACILITIES," AS LAST REVISED. i 1
2. THE SEIIER CONTRACTOR SHALL HAVE A copy THE DISTRl1crs/ • •
STANDARD SPECIFICATIONS ON THE JOB. I 1 ' i '
3. THE coNTRAcToR sHALL osTAIN A c1TY P~M!T rrb~ • \/ORK DONE ON PUBLIC RIGHT-OF-\JAY. 1
4. THE DISTICT ENGINEERING OFFICE SHALL BE CALLED FOR
INSPECTION T\10 \JORKING DAYS BEFORE START OF \/ORK AT
[71 41 833-I 223 .
5. A PRECONSTRUCTION CONFERENCE SHALL BE HELD 24 HOURS
BEFORE STARTING CONSTRUCTION I/ORK.
6. THE CONTRACTOR SHALL EXPOSE ALL JOINT POINTS TO THE
EXISTING SEWER SYSTEM FOR VERIFICATION DF LOCATION AND ELEVATION BEFORE CONSTRUCTION.
•. I
7. STATIONS SHOWN AS !O+OO.OO!ARE SE\JER STATIONS AND AR~
INDEPENDENT OF ALL OTHER STATIONS. , . ; i , I
8. ALL LATERALS ARE TO BE STAKED BY A SURVEYOR 'BEFORE ,.
TRENCHING AND A COMPLETE SET OF CUT SHEETS SUPPLIED to THE DISTICT INSPECTOR.
9. ALL MANHOLE LIDS ARE TO HAVE "IR\JD" CAST THEREON AS
SHO\JN IN DRAWING S-4.
10. THE DISTRICT \/ILL INSPECT AND TEST THE SE\JER COLLECTION
SYSTEM AND LATERAL SE\JERS TO THE PROPERtY CLEAN OUT. PRIVATELY 01/NED SE\JER LATERALS FROM THE PROPERTY LINIL
CLEANOUT \JILL BE INSPECTED AND TESTED BY THE c'JTY OF ltlci'll"MT
15/:ACH OR OTHER APPROPRIATE AGENCIES IF OUTSIDE THE ~!TY .
OF NEWPORT BEACII. ' [,·1 •-11. INFILTRATION AND AIR TESTING OF SE\JERLINES SHALL BE JN
ACCORDANCE \/ITH THE DISTRICT'S "STANDARD SPECIFICATIONS
FOR THE CONSTRUCTION OF I/ATER, SE\JER, AND RECLAIMED
IIATER FACILITIES.•' , I
12.
13.
1 4.
ALL SEIIERLINES SHALL BE BALLED IN THE PRESENCE ~ Ji~/ DISTICT INSPECTOR, BEFORE COMPLETION OF ALL Lii~~ .; TESTS. ' • :
PIPELINE LEAKAGE TESTS SHALL BE MADE IN THE PRE$1~~·.·•.'~-Q_':'\pjlj1£ DISTICT INSP.liGTOR, ONLY AFTER BACKFILL. HAS BEEN. ''· : C,
COMPLETED, COMPACTION TESTS ON BACKFILL HAVE BE •. '··· .• • ••••... \), .
AND THE BACKFILL HAS BEEN ACCEPTED BY '!'HE DISTR1 . , ,<1· ,, INSPECTOR. ' , . • •.
ALL SEIIER MAIN LINES 6" OR LARGERiARE TO BE 1-NSPEl!i'l'iiilll
BY THE DISTRICT USING-A CLOSED CIRCUIT TELEVIS,lON
SYSTEM. A VIDEO TAPE RECORDING \JILL BE MADE OF THE INSPECTION. l
15. THE CONTRACTOR IS TO PROVIDE THE DISTRICT 111TH' AN
AS-BUILT SET OF JOB PRINTS lll'fH TIEDOIIN MEASUREMENTS
FOR ALL LATERALS AND MANHOLES.
16. BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S ~GINEER
SIGNING THE PLANS SHALL FURNISH THE DISTRICT 111TH A SET
OF AS-BUILT MY.LARS OF THE SE\JER PLAN. ,-.d
i -~
17. CURBS SHA~L BE INSCRIBED 111TH AN "S" INDICATING
THE LOCATIJJN OF ALL SE\JER LATERALS.
18. TRENCH BACKFILL, ON ALL SEWER TO BE DEDICATED ,
TO THE DISTRICT, SHALL BE COMPACTED TO 90¾ RELATIVE DENSITY AS DETERMINED BY THE FIVE-LAYER TEST .METHOD
[CALIFORNIA 216GJ. TESTS \/ILL REQUIRE EVERY ''i?OO
FEET OF TRENCH OR AS DETERMINED BY THE INSPECTOR. l THE DEVELOPER SHALL SUBMIT IIRITTEN RESULTS OF CON!o/ACTLON,
TESTING TO THE DISTRICT BEFORE ACCEPTANCE. IF IN :
~~86?~~~DB~T~~~~R~~E~¥J~R~G~i~~E~i-vi~8P~S~lg~1~f~3~~EBC~
0 LESS THAN 90¾ RELATIVE COMPACTION. •
g,;r&)&T ~wn£ "JJJ§.EIU'r ,lcl,Jft_ .,..~,. MAI/Jc-tli..E' 'i,~FL~t."'f. ie!..wel'I ' •
=A!.!>.._·l"l'l,l1/:1_.:r1,1~~EfAil>L . .iJ1'1E._Qll',_ . l'/fDPEJ!fTY J;;ll'IE •• -T~' -~ll/:lil,l~,:,~• ....
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_c..Qtlt11Jl.i.11_'1'_Qf~f,L.C!P~ ·v1:~TN:faf..ff • .ft: ffi't l!I)!:~ • -
• _(E_QIJ]"!;]m': • nu; CIT'i'" OF "ll!.v'U~r~:-"
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-1e1.-TELEPHONE LINE ',, __ __,,
-rv-CABLEVISION LINE
-SP-SPRINKLER SYSTEM
J::{ STREET LIGHT
EMERGENCY TELEPHONE NUMBERS
AGENCY NUMBER NAME
SOUTHERN CALIFORNIA GAS COMPANY 634-02-51
SOUTHERN CALIFORNIA EDISON COMPANY 895·0221
PACIFIC TELEPHONE COMPANY 551-7736
CITY OF NEWPORT BEACH (PUBLIC UTILITIES) 644·3011
COUNTY SANITATION DISTRICTS 962-2411 EXT. 222
GijOUP W CABLE OF CALIFORNIA 642·3260
OOMMUNITY CABLEVISION 720·2056
UNDERGROUND SERVICE ALERT 1·800·422· 4133
' PREPA~ED FOR: IRVINE RANCH UATER DISTRICT FIRE PROTECTION APPROVAL PREPARED BY:
HUNSAKER t ASSOC.
THREE HUGHES THE~ IRVINE COMPANY
f ,g,~~! -l't¢,Y. l J'A~....af'l:i~~---
[APPROVAL OF
APPROVED BY:
---, _.,-., .. ".lz/l?l-....... =-========±:-""lJPERVISED BY: IF I • 1 l L.J 4 I 22ti=..7?.'?ia)?i
Ai ,-4, e,u,.z= :fnrr REVIE\JED BY:
BENCH MARK
IN THE S.E. PART OF THE INT. OF JAMBOREE RD. AND CAMELBACK
ST., 99 FT. S.11. OF THE CENTERLINE OF THE ST. 57 FT. S.E.
OF THE CENTER OF THE MEDIAN OF THE RD., 3.7 FT. N.11. OF
THE CURB RETURN_1~M0 3.8 FT. S.E. OF THE FACE OF CURB, SET IN THE TOP OF TH~ N.E. CORNER OF A 3 BY 3 FT. CONC .. CATCH
BASIN A~OUT 0.6 OF A FT. LOI/ER THAN THE THE GUTTER.
ELEV. 137.59 [1976 ADJ.l
CITY OF NE\IPORT BEACH
THIS PLAN lS SIGNED BY THE CITY OF NEIIPORT BEACH FOR
CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS
ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS
::"?;JiwJil 7/,/4
TY ENGINEER "DATE-
DATE BY:
IRVINE, CA 92718 TEL: [714) 583-1010
~j(~OE.D ':-,ESN512. ,-W.!li.TEffZ. LA TelZ,lrr.1-""::,, .
To "f"Ao "'D"
li!M?EO Foe. t.tiGA,.loll-l' IJOl!TU Of &L.06 "'e,
? 1i~
DESCRIPTION
REVISIONS
,INC.
(EXP.
,,iv11~;:
PUBLI\® ~IJ R~. -~ '
SECTION B-B
DETAIL OF DOWEL
B -,
SECTION A-A
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
CATCH BASIN NO. 9
, !DWG. N~o, :2.-D471 .;
l PLAN. SECTIONS AN~ ~~TAIL
'i
1. !1QJ GIIIU ION :
C;TCII ISAf,ta 11(). 9 Willi LOCAL D[PRCSSIOII I«), *· ,
CASE A Ui4LESS OTHtRWISE I~~~ 011 TUE GEll(P.Al.l PV,11
?. CONRlCTOR PIP£S: i -
PIP[ 11A'f et Off AIIV AllGtlHUlf AMUUIW TIil lllll.LS ur Ill[
HIIIH BASHI CllilNBCR ,lliS SIIOWl't 011 Tll( Gf.ll(RAL 1.1.:1.
PIP[ SIIALL BE TRIIHO TO tH[ flllAL SUAP[ IINUj·
LHIGIII BlFORC TII[ PLACCHUH' or CotlCA[T[. I
J, COtlCRCfE: ot:SIGll, f1;.'aJOOO J>$1 C.U!'IPR[SIVE s1RtNGTII KrlifoAV:S. FLOCMI Of 1'11( 8ASIH SIIA.Lt SLOfll fllOM
All WALLS TO T!I[ ounn AtlD SIIM..L 8[ GIYfil Al
STHl-TROWlU:.D FINISH SUIUM:[. STRElf-SIUl t:LS
OF ll!l BASIII SHAU Bl POURCO TO Tit( (L(Vi\fl()I OF
THE ADJA·CEIIT LOCAL OCPR(SSIOU OR STRUT SUAF C(.
CURVATURC or Tit£ SILL 11.110 uoc WAHS AT TIit I
GurrER ')PtlfUIG SIIAU 8C FOR/4[0 IY Clffl¥[0 fEf'' Ar!O All E.XPOStD [OGE~. OR CORIICRS, ,1,/fO cancR·rc
TO M(Tr.L fRAHC [OC.LS SIIA\,l B-€ GJV~fl 1/4" RAU US '
tor.tr. FJ:HSII. SURF.I.C[ or Ml urnsro COll(R( E
'iltAll. COIIFOAH r1 SIOP[, GRADE. Cat.OR, A:10 Fl~ISII rn TIIE Clt:ISTIHG, Of: PflOPOSED, CURI A.IU ~-u;
AOJACE.:H TO Tll( B,\Sl:1.
4 "R[lllfORCrnrnr: (STANDARO QlAWIHG NO. 2-0171)
TOP SLAB-AS A[QUIAlJ OIi me ST~CTURAl Pl.AN. WALLS
Alll FLOOR-AS RCQUl.r'::O BY STAiilARD OAAWIIIG no. 2-0172, SCCllON 2.
, 5. OIMtNSIOIIS: CURD f~[ AT me CAfCII BASIII OP fflffG SltAtL
9"£ArP,{1J[JJRl;O UY STD, OWGt.. ~. 2-~15 Olt jll StlOWII OH
TIIE GEll(R.I.L PLAN. •
W•7', ti"lo•, y .. 2r • V•4' •6'" • UNl[SS OfltCRWIS
TIil tCUCRAt FLAN.
u l
....1.' .....f!"
b• 15~ TO 20" FOR (CASE A)
b•ZO~ ONLY FOR: {CAS( D)
VI ,011 IIIFLOW PtP[ AS SlllVN ON fill
GUURAl Pl.All.
SUOWII ON
I
PLACE 'STEPS AT lZ-IIICII INTERVALS Ffll"JM me r~OOA OF
THE BA'illl WI rn me TOP ST[P .r 1Z IJCIIES (Hl,lflJUI)
BELOW Tl!( STRUT SURFACE. CONS1Rt1Cf SU:PS QN )
f-llOHT WAll WH£1t C011J'4((!~~ PIPE IS ALl~ED ~q __ ~ND_ WALL. ;
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QUANTITY ESTIMATE
NOTE: QUANTITY ESTIMATE SHO~N HEREON IS FDR THE
PURPOSE OF COMPUTING PERMIT, FEE & BONDING AMOUNTS
ONLY. THE CONTRACTOR SHALL PREPARE HIS D~N • ESTIMATE FDR CONTRACT PURPOSES.
DESCRIPTION
STREET CONSTRUCTION NOTES
CONST-COMMERCIAL DRIVEWAY APPROACH TYPE II PER CITY STD-161-L
SAWCUT EXIST. A-C. PAVEMENT
REMOVE INTERFERING PORTION OF EXIST. A.G. PAVEMENT
SAWCUT AND REMOVE INTERFERING PORTIONS OF EXIST. SW, C & G
CONST. 4" THICK SIDEWALK PER CITY STD. 180-L
FEATHER OVER EXIST. AC PVMT TD THE SATISFACTION OF THE CITY INSPECTOR
PROTECT EXIST. STRUCTURE DR UTILITY IN PLACE ,
' •
QTY.
140
1, INSTALL 2" COPPER TYPE "K" SOFT WATER SERVICE c;~o•f &.b. ,.,,
41 • ..-"' 1 ;g A OK
d;. ,.-,:, 7N$IAI J • ~• FE, FE. TEI::
SI 7NSTAI I --# FIT ,c FE: o/0" IR.ND
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CONST. 8" VC,PSEWER PER LR.W.D. STDS.
CONST. 6" JICI' SEWER LATERAL PER I.R.W.D. STD. (NOT ,ff.WO
CONST. 48" DIA. M.H. PER I.R.W.D. STD. S-1 W/30NCOVcR
lfeMOVc 01:IT. M&'d AM7 _$,W
STORM DRAIN CONSTRUCTtON NOTES
CONST. 18" RCP CD-LOAD PER PRDFILEJ
CONST. CDNC. COLLAR PER CITY STD. 313-L
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FACILliY)?;t,o
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(,.3 REMO~E BRICK AND MORTAR PLUG AND JOIN
,,4 CDNTRUCTIDN OF LOCAL DEPRESSION SHALL
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#. ,,78 INSTALL B" C,. I. PLUG I EA.
~ 7':!I INSiALL 8" X Co" RT X FE TEE. • 1 E:A
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·•·•• , D8.GW".mc;.1 .1'1!!.1$: To AN'( COl-l<oTJZ.[lC.110..J ··-·· •
• CITY OF NEWPORT BEACH
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ONSITE SEYER. MATER & STORM DRAIN AND
HUNSAKER I!. ASSOC .. INC. THISPLANISSIG~'EDBYTHECITYOFNEWPORTBEACHFORCONCEPT OFFSITE STREET'IMP. TO BISON AVENUE
! THREE HUGHES ', AND ADHER~NCETO CITY STANDARDS ANO REQUIREMENTS ONLY. ·NEMPORT NORTH COMMERCIAL.
IRVINE. CA 92718 • THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ' I.e.",./ ----:__ "TDx,..,,--·-T~?jO") , I OJ (p' TEL (7141 583 1010 .. A\ fEl/lhE. 61Tf'6 ~ NH'w FOC LocATlbn .-,_,,, ··-• .f~L--------L I ' -' ACCURACY. l , 1/p.! ... ,o,.. L.!.:,, o..J ...,,. is. • ,. -, • -Tf'..P-CT )1 -;,OJ\ •• l.<~ •Ce
' I; -D□-UG.:£.LAS-,,~Tt, 5'~~ 38796 CEXP. ~;~~J DATE ~PPROVED G,7/)fl Wit .,/,/~ 1--DA_JE-L_av_L_ ___ R_E_Vor._lS-~~-RN_iP~_io_N_· ___ __._Af'_P_'D.--t,;:';;;:tc;;-':;;.:ED"-"o---t'}j;;-;;:;:;~
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• • I·' !' REV.A STORM DRAIN SHT. W/ GENERAL NOTES -34e10,1121PF, 2131.4 1377 17-Feb-lS 01.,15 PM /21:s•t-f.i ' I . , , ,
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STREET CONSTRUCTION NOTES
CD@==-~g~sr ~()~~~~~~~ ;PP ROACH TYPE i I _
PER CITY STANDARD 161-t· @-------SAWCUT EXISTING A.C. PAVEMENT
®(±)----REMOVE INTERFERING PORTIONS OF EXIST. A.C. PVMT.
-------SAWCUT AND REMOVE INTERFERING PORTIONS OF
EXISTING CURB~ GUTTER AND SIDEWALK· @----CONST. 4" THICK SIDEWALK PER CITY STD. 160-L G-------FEATHER OVER EXIST. A.C. PAVEMENT AND JOIN TO
THE SATISFACTION OF THE CITY INSPECTOR ®----PROTECT EXIST. STRUCTURE OR _UTILITY IN PLACE
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UATER CONSTRUCTION NOTES @ _Q____ I NST/\LLJ'Z."_E!LJ"' .. wAJER:l'f£IN __ (CLASl::i. :1'2P. T -
~ - - - I I\IKTALU'-!Sr,F" ~JN-Tl'.IAoo J'2e ) @ -------INSTALL FIRE HYDRANT PER CITY STD. 500-L @---INS+Al:i:=a-~'1' v,.,.ve. PER CITY STD. 508-L (B} _Q ___ INSTALL 2" WATER SERVICE & METER PER .CITY STD. 503-L
@ ~ ---INSTALL 2" COPPER TYP-E "K" SOFT WATER SioR. VICE
-------INSTALL THRUST BLOCK PER CITY STD. 510-L
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·'.~ @ ---REMOVE EXIST •. P. L.UG AND JOIN.• 7!At. CQi.u.,z, OIZ tJ'i>E 1z'' Ft.EX Coul'IJ~
~ -------INSTALL 1Z''x::F'_:=-FE"JCFE--qg;p;:..--=--: ::. : -@----1,-::r:sn::rr-=rr:::-_~T !(:re.·~-ADAf1'oA _ ,/'--; ~ @ -------, NST:,•.rr=B"Wc FE:i EE TEE -, .---... @) ----::-1s,1;:u~~ '7!>"::BEHP _ ~
~-@=== ~tE ~tfvA~ ~i~Mc~~RVICE PER CITY s~~ 512-L J': -~
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--'.®=~" --l~l~_c;tEE".. WATeFl MAI~ t<:~44 Ilk>.>. -·-, 1 ~ ~
~UER CONSTRUCT ION NOTES __ ·._• (½-~~~~1f}}:!!~iti'f~i:iiL~~-~-L urei~r1~)_, -~ i I ~ -------CONST, 6" VCP SEWER PER I.R.W.D. STDS --~~-~~-~IIJT rz-~/2'--:-f.T. ,,__ re;, .re.E. ------, ~ • @ ---CONST. 5" fCI' SEWER LATERALJ'ER7f\'.l(C~(!:lot P®tl,fMJY~~-----~!iTALI,. .. l;°FF .. ef .&IT[f;E,f"k.'j'--:l.@ve·-----11 ~ ~ @ -~----CONST. 46 DIA. M.H. ·PER I.R.W.D. STD S-1 W/3() CtJVc/f ·•,--'----_-;_-c· ·--" ,, u.....,--<-'i'. 'i'AL'1:: , /:,
0.. ~ ---REMOVE EXIST. PLUG AND JO IN L! ~, (?l1'------~:r.:!.L.L r,,' ~4,;• El eow flE.JJo-.-L:r4 ::s,--.:-L-~--------=----.-• ! □ "'!Y _@ ______ REMOVE IN!ERFERING PORTIONS OF EXIST. 'B" SEIIER • ._73J,..~-----l.1\15TALL ~• ACP vJATER MAIT'I (ClASS 1so) , ;'l~·~-
. 3 ---CONST. 50 DIA. M.H. PER I. R. W .D. STD. S-1 W/ .?O COVE/f ~~-----INSTALL eo" RT X FE &JTTERl==b' VALVS: , ;: _
e: 75-1:n - ----INSTALL B" TRANSrfloN COUf".LlNG ( AC ~'\QA x AC. 1".-B) \ '" )-
~ -~~};-----1N5TALL 8" R, X FE APAPTER '' 1
/)J.77/;,6-----INSTALL B' Fl.ANGEP COUPLING APAPiEI': (FCA)TI> FIT Ac.!<'$. . • :
• Lei,'?B}----lN5TALL 8'' C.L Pu.JG ';ff!
l,N,'3J-- - - -INSTALL 8" 1<. G" RT X FE TIE !)'; .J
~ORM DRAIN CONSTRUCTION-NOTES
~-------CONST. 18" RCP CD LOAD PER PROF1LEJ
@ -®-=;_~q:l-;$;~~~iil=£:~~~~1.-3-L
@---REMOVE BRICK AND MORTAR PLUG AND JOIN
@j) -------CONSTRUCTION OF LOCAL DEPRESSION SHALL BE
PER PRECISE GRADING PLAN -___ __,~._."-,.--_ __:,,C~~8,.r-:1'!!"8:-C:rr'I' ·,;rr, aJl'T.::_--:
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~t, t:/.Y\\. '!(>.,'It-IRVINE • CA 92718
,. OF CALI~~~ C714lJi1!_3-1£!0-d' 7" /_ -. Mt/J E-----F-• ~---J ~
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I nnllGI AS ,i!!TAI EY R.C;l, 3R79fi EXP. 3/31/
-. I i--,_ LJ.I . 1 TV" ----:-, I r,-r , -CITY· OF NEWPORT BEACH . _ .
t-T-H-IS_P_L..:A:N...:l..,;S:....S...:IGC,.N_E,:=D:....B:..Y_T..,;H:...E:..C=l=-TY=-=-O..:F_N..::,E,c_W.:.P.:.O..:R_T...:B=E:...:A=C:.:H....:F:...:0:;R..:C..:0_· N-C-E-P-T-~l-&/020;t~B~1-~J_:S-H~~~Vt\-~~-.t.~L"'~;1~~·""~:0"'E~="'D~.;i:,,i·:;ic-1~r':';,c;,;T;";c';c_:T:O:"'~M~~L"\--\:=~~,:~!·~i~ft~·-,.-'7' ONSITE SEUER. \IATER & STORM DRAIN \'.
AND ADHERENCE TO CITY STANDARDS AND REQUi'REMENTS ONLY. ,I, ~ cKTENDELJ fEIWR;H'ATE~ LJ. • OFFSITE STREET IMPROVEMENTS f
THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ~B~/l.!!'81~•"8~PL::S:.._lft£::.~-fLA~Ti.~c~~.,.,~L'.,'!S~ro~A~U~P~•p?-''~:::-.----::-:c~~~~el•d"' BISON AVENUE DRIVEUAY APPROACH ,
,AACPC_U:OACVYE.O QM uJJl ' L1?J~~:i~_!!l!!:!:J~/2\~i~'t"~o;·z:~L'l"c,t.:D:E~S~:R:IP=:~~:=,-J~>J:•:"-~TN:_:o~F-~Af>~,,:p##l';D_*-'ocv.:EHSE"i!c-:cl~"'KNE-:::EDDC---r.~:=-~6iiT7.0EW/."'4~:-17"?./_p,p-,_ -_--!.!F~R~~~,r~;!T~~~-:....F~2N~0'._E~~-...'.~~o~-R~~~;~:~A-C.!::!•_+~~0~1~-!lil~lii:..__ .. --.. _·.-.---.. _J .<Ir·
r-n ~ ---p~ REVISIONS r~ PUBLIC WORKS Dl:'.PARTMENT SHEET J GF _6 ' CITY ENGINEER • %iTE 1?.•f ··-· __ ,_c,,: , '•
REV. A r sawer.water and &tr••t plan -171 t0,112JPF: 21314 1001
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