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l/4 0 1/4 1/2 3/4 l
G~APHIC SCALE IN MILES
SYMBOL LEGEND
-0-POWER POLE
0 MANHOLE
'Cf FIRE HYDRANT
0 METER BOX
-0-VALVE
E-POWER POLE ANCHOR
,6. MONUMENT
-x-x-FENCE
BLOCK WALL
C:~ TREE
lJ'-,1,., SHRUBBERY /¥
.e.&.&.,,_, ASPHALT PAVEMENT
;:, ,:,;:'-6 "? ;:,; :2,,!2r-8r5 BRICK WALK
IJ:::__~J CONCRETE
~ :;I
WL-<L/L"'1 BUil DING
EXISTING CONSTRUCTION
NEW CONSTRUCTION
---i-CENTERLINE
N
CITY
OF
IRVINE
U C ,
I 51<;.FtJST
CITY
NEWPORT
PUJB.LIC .WORKS , -,, ' . .
OJF
BEACH
IDEJPARTMENT
!RVI-NE REHABI_LnIT A TIO N
BETWEEN 16th ST. AND SANTIAGO DR.
CONTRACT NO. C-2641
APPROVAJLS
CITY OF-NEWPORT BEACH PUBLIC WORKS DIRECTOR R.C.E. ~-
. CITY OF COSTA MESA,,[li ~
,u•DIRECTOR 0 PUBLIC WOR sjCITY ENGINEER
--. 7R£NCHING P€R c,ry OF cos/A MF-SA
STD-B/3
LINEOFE;.1(15r. C.F.
COLP PLAJJE
( WIOTh'F'€1?.Pt/lN)
cXl5T. C / &, ) --• J...,.~;z:;;zp-;:;"-::~ -.--3/B'LlP-, I
-l .J
L-------(DEPTHPERPlAN)
A.<. DVER'.LAY
PER Pl.NJ
DATE
,DATE
NOTE:
7HESE /MF!eOVEME'Nrs TO 8E 8U!LT INC0/1/J//IVilON
WITH /RV/NE AVE. Ai S//Nil/160 LiR. INTEl/'5E.CTION
IMFl<'OVE.MENTS I f"LAN Ii'-S570-S.
<OLP PLANE
~I--A.~. OVERLAY
-PER PLAIJ
-c:'ffca= ,-r-~ EXl~T. ~UR.FA,E)
( DEPTH F€R PLAN J
TYPICAL COLO PLANE DET~ILS®
N, T.S.
SHEET NO.
I OF 5
2 OF 5
30F 5
40F5
50F5
ORA WING INDEX
DESCRtPr/ON
TITL.£ Sf/££7 r DE?:4/LS
PLAN AND S!<CTION5
16TH ST-70STA. 53-1-50
FLAN AND SE.CTIONS
SiA. 53+50 TO STA. 75-1-00
PLAN AND SECTIONS
S'TA. 75 -1-00 TO STA-95 -1-00
PLAN AND S£CTIONS
STA. 9Si-oo To SAN77A40 DR.
, r • . -
/ CONSTRUCTION NOTES
PROTECT EXISTING IMPROVEMENT IN PLACE.
PROTECT EXISTING CROSS GUTTER IN PLACE.
ADJUST EXISTING MANHOLE FRAME AND coVER TO G~E.
ADJUST EXISTING WATER VALVE COVER TO GRADE.
ADJUST EXISTING 12" DIAMETER MONITORING WELL COVER 'J'.O GRADE.
6 EXISTING CABLE T.V. PULL BOX TO BE ADJUSTED TO GRADE BY OTHERS.
7 EXISTING ELECTRICAL MANHOLE TO BE ADJUSTED TO GRADE BY O'l'HERS. ~ ADJUST EXISTING 811 DIAMETER SURVEY MONUMENT COVER TO GRADE,
V @ :-~1~1:Mii[~, fx1t.{{frt ~Eff{ s'it;;g,.I'fl,fp o~E"C'i61i" IN :Ex·r=sT1~~~ Pu~ BOx
'ii'
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PRIOR TO ANY ADJACENT COLD PLANNING, MILLING OR PAVEMENT REMOVAL
OPERATIONS AND INSTALL NEW LOOPS PER STRIPING PLAN.
SAW CUT AND REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT NEW P.c.c.
CURB AND GUTTER PER CITY OF NEWPORT BEACH STD 182-L IN CITY OP NEWPORT
BEACH R/W OR PER CITY OF COSTA MESA STD 312 IN CITY OF COSTA MESA R/W.
(CONTRACTOR SHOULD NOTE THAT GUTTER WIDTHS VARY GREATLY THROUGHOUT THE
PROJECT. CONTRACTOR SHOULD MODIFY THE APPROPRIATE CITY STD TO MATCH
EXISTING ADJACENT GUTTER WIDTH.)
:~~6~ ~ii;~!!~ i~~~~~ g~~v~:~ ~~P~~~~: :~A c~:~~~i: ~r~VE( At+O2, )f2.el'l,\ac
f::(.i-::,T. OH-<SITE-~ e,E.,t-l\J.Dl-fE:WDf?l'./E.WAYAf"f~AC-1-t t.,)IT!-f 4!',M:. 0\/€12-4-:"r-..u W::;:
REMOVE EXISTING CROSS GUTTER AND CONSTRUCT NEW P.C.C. CROSS GUTTER PER
CITY OF COSTA MESA STD 415.
REMOVE EXISTING CONCRETE ALLEY APPROACH AND CONSTRUCT NEW P.c.c. ALLEY
APPROACH PER CITY OF NEWPORT BEACH STD 142-L.
REMOVE EXISTING CONCRETE CROSS GUTTER, SPANOREL AND MONOLITHIC CURB AS
SHOWN ON PLAN AND CONSTRUCT ,NEW P.c.c. CROSS GUTTER, SPANDREL AND
MONOLITHIC CURB PER CITY OF NEWPORT BEACH STD 185-L.
PLACE 0.17' A.C. SURFACE COURSE ON EXISTING A.C. PAVEMENT OR NEW A.C.
BASE COURSE.
PLACE 0.1[}'.1 A.C. SURFACE COURSE ON EXISTING A.C. PAVEMENT OR NEW A.C.
BASE COURSE.
SAW CUT ANO REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT 0.33 1 A.C.
BASE COURSE OVER 1.42' A.B.
SAW CUT ANO REH9VE EXISTING PAVEMENT SECTION ANO CONSTRUCT
O. IQ' A.C. BASE COURSE FOR 0.10' OVERLAY AREA, O •. J5' A.C.
BASE COURSE FOR 0.15' OVERLAY AREA OR 0.17' A.C. BASE COURSt·
FOR O.17' OVERLAY AREA OVER t;J-54' -~-B~
CLEAN AND SEAL ALL CRACKS, PLACE PAVEMEHT REINFORCEMENT FABRIC AND
PLACE 0.17' A.C. SURFACE COURSE.
'
PLACE VARIABLE DEPTH A.C. SURFACE COURSE (MIN. 0.18', MAX. O. 10') ON
EXISTING A.C. PAVEMENT OR NEW A.C. BASE CCIURSE •• M.AIITTAIN. CENT['RL\~£. PK!lFlU:
TO t'lA"TCHlNG AJJJ6\NIN.G F'(lR.l\DN.S.
SAW CUT AND REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT 0.17' A.C.
BASE COURSE ·ovER 1.60 1 A.B.
COLD MILL 0.1~' OF EXISTING A.C. PAVEMENT SURFACE.
COLO PLANE EXISTING PAVEMENT SURFACE (5' WIDE VARIABLE DEPTH CUT FROM 0.0' TO 0.08') PER DETAIL "A" ON SHEET 1,
COLD PLANE EXISTING PAVEMENT SURFACE (8' WIDE VARIABLE DEPTH CUT FROM 0,0 1 TO 0.08 1 ) PER DETAIL 11A11 ON SHEET 1,
COLO PLANE EXISTING PAVEMENT SURFACE (B' WIDE VARIABLE DEPTH CUT FROM 0.0' TO 0.12') PER DETAIL 11A11 ON SHEET 1;
COLD PLANE EXISTING PAVEMENT SURFACE (12' WIDE VARIABLE DEPTH CUT FROM
O.()' TO Q.12') PER DETAIL 11A" ON_ SHEET 1· ',
CONSTRUCT 20' WIDE TRANSITION BETWEEN 0.10' ANO 0.17' _-./
OYER.LAY, 15' WIDE TRANSITION BETWEEN 0.10' AND-0.15'
OVERLAY, 10' fflDE TRANSITION BETWEEN 0.15' AND .17' OVERLAY
TO INSURE SHOOTH TRANSITION. •
PLACE A.C. SURFACE COURSE ONTO EXISTING CONCRETE SHED GUTTER. DEPTH
OF A.C. TO MATCH ADJACENT A.C. SURFACE COURSE DEPTH.
REMOVE EXISTING MEDIAN NOSE TO CONSTRUCT NEW CURB INLET AND RESTORE
MEDIAN NOSE AND CURB/GUTTER PER CONSTRUCTIC,N NOTE 11 AND PER DETAIL Jl
ON SHEET-1 AFTER COMPLETION OF NEW CURB INLET.
----s-SEWER LINE ,_ __ EXIST. TtJREHAIN ------t---<40 ® CONSTRUCT CURB INLET PER CITY OF NEWPORT BEACH STD.305-L (L=3.5'h=5').
INSTALL 1211 RCP, 2000 D.
-----w-WATER LINE
--~-GAS LINE -£-POWER LINE
-TEL-TELEPHONE LINE
-TP-CABLEVISION LINE
-sP-SPRINKLER SYSTEM
:t( STREET LIGHT
Underground Service Alert
(Qll:TOll FAEE
1·800
422·4133
TI'/0 WORK!NG DAYS IIETOnE YO\JlllG
-·
EMERGENCY TELEPHONE NUMBER -
AGENCY'
MESA CON50LILJAT£0 WAT& Dt5Tl?ICT
COSTA MESA SAN/7//T/OAI DIST,'f'/CT
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (PUBLIC UTILITIES)
COUNTY SANITATION DISTRICTS
COMCAST CABLEVISION
COMMUNITY CABLEVISION
UNDERGROUND SERVICE ALE RT
63./ _/2']/ (OFFICE) 754-5398(/AISPECTION)
754-5250
634-0251
895-0221
611
644-3011
962-2411
542-6222 after 6:oo 542-3975
720-4040
1·800·422-4133
DET AIIL'B"
N,T.5,
BASIS OF BEARINGS
CIT,' PF C-"""'T,.,_ M-
ill
.J
~
BENCHMARK
O.C., B.-M. NBG-17-70'..
I-' f
'f r
&=UNC,,-..'27'
Ill fC (l
m i
4-00 /' -"' I
IN THE NORTHWEST PAR'.r OF THE INTERSECTION OF IRVINE AVENUE
AND 19TH STREET; 77.5 FEET NORTH OF THE CENTER LINE OF
IRVINE, 19 FEET NORTHEAST OF THE CENTER LINE OF 19TH, IN THE
TOP OF THE SOUTHWEST CORNER OF A 4 BY 7.5 FOOT CONCRETE
CATCH BASIN, LEVEL w::TH THE CURB.
ELEV. 79.803
\
t { I-f cl. ,-1/1 ,, LJ! f: l If'
r
-
KEY MAP
N.T.S.
~ D~'dl~I-G~g~~};"~d~~S::su~ Or-ft
t,._ • 2[382 W/\LNUT AVE., SUITE A
I \.._ TUSTIN, CALIFORNIA 92600. ~-._;:
(71£1)730-6410 •
!o.Cl~S
3.31-9
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42
43. CONSTRUCT JUNCTION STRUCTURE PER CITY OF NEWPORT BEACH STD. 311-L.
-l/. I~ RELOCATG i'C.KIST. STREET llt;HT PULL Box IN S1AMPEll CONCRITE!',
,I< 11 f!-EtOC/ITG:-6XIST. T!eAFFIC S1t;N'AL FVLL BoX IN STAMPED CONCl?!;TE:. * 16 -PLACE 0.15' A.C. SLIRFACf COORSE ON E'IISTltlG A.C. PA~[NE T OR NEW A.C. 8A4: ffiLIESE
i-:
)fri,i',-c_oAJS[RJJ, t SI4MP, lJ. CONCRETE ~I ~ s
C' ~ ~
~
APPROVED
PUBLIC WORKS DIRECTOR~
R.E. NO. /"2.11116
DATE s'•lv9t
,,;_OR_S,1/ND
0 L_
i
C-2641
IRVIN E AVE . R E H AB I L IT AT I O N
TITLE SHEET,
--+--!----------------+---!DESIGNED_ DRAWN R-5G05, -5 APP'D. K.L. H.N, DATE er DESCRIPTION
REVISIONS
CHECKED DATE
/?.B.
CITV Of tJE\'JPOlli QEACH
PUBLIC WOR_KS DEPARTMENT • ,
-·
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CONSTRUCTION NOTES
GG'
, so , /G
C/TYOF C.H. ----+--=C.c:''/T'-::Yc-'O~F_1 N.f3.
/G,, 3.3,
OVC/e'l.AY rE/(' l""'lA NS
/6Th' ST. TO SH£R/N4TON ?L.
N. 7.S.
-~(,,--f20o----.
~PKor..-cr
-..J Ji'c<:;RAOE: AS N€£.O£.
VAK/£S
i;;;,t;; 'M//V. 9o'NAX.
CITY OF -~t---C✓-TY OF
C.M. N.B.
50'
17' VAl?/ES
NGWA.c. VA,f'/ABI.G os.-rH
01/GRI.AY A.C. OV£H'LAY-DEP,n.,
PER Pl.A ~A' P~AN.S
--------~
.
1/AK/£S
l6'M/N. 40 'MAX.
VARIES
NEWA.C.
OVEKI.AY
.,,..'5',... P~AN.
SH.!:RIN(i-TON PL.. TO ST-4. "9'Sr00
N. 7-s.
-
19 ,__."-.__, ,.__-=-'.._'-I ,/F-SET T.C TOMATCH.G'X/.ST/A/4'
CONDl710NS ANO PE/?01RliC770N OF Tl/€ ENG IN£ER. SECTION
,v. r.s.
DIETERICH POST REORDER NO. 113013 -
17'
,
GO('#/N.) 90, r M4K..J
C/TJ'OFC.N.---t---,C/TYOF N.B
5CJ' /G(MIN.) 40f'NAJC
'
I 7' /:'AISl=lJ Mlil)//IN VA/r/£S
8(MIN.) ZO{MAX-) 3G'(l"r/N,} 4$' (MAX.)
heW AC I OV€RtA y
rl£RPCANS
N€J..VA.C,
01/efl(.A Y
PER Pt:ANS I
!T-I : -t--n
J I L_. ~
( /. %:t
sm.-45 +oo To 17 TH sr.
N.T.5.
PROTECT EXI$~ING IMPROVEMENT IN PLACE.
PROTECT EXISTING CROSS GUTTER IN PLACE.
ADJUST EXISTING MANHOLE FRAME AND COVER TO GRADE.
ADJUST EXISTING WATER VALVE COVER TO GRADE.
ADJUST EXISTING 12'' DIAMETER MONITORING WELL COVER TO GRADE.
EXISTING CABLE T.V. PULL BOX TO BE ADJUSTED TO GRADE BY OTHERS.
R£M0VE EI.TST:TREES AND TURF. . , . -•
DISCONNECT EXISTING TRAFFIC SIGNAL LOOP DETECTOR IN EXISTING PULL BOX
PRIOR TO ANY ADJACENT COLD PLANNING, MILLING OR PAVEMENT REMOVAL
OPERATIONS AND INSTALL NEW LOOPS PER STRIPING PLAN.
SAW CUT AND REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT NEW P.c.c.
CURB AND GUTTER PER CITY OF NEWPORT BEACH STD 182-L IN CITY OF NEWPORT
BEACH R/W OR PER CITY ··oF. COSTA MESA STD 312 IN CITY OF COSTA MESA R/W •
(CONTRACTOR SHOULD NOTE THAT GUTTER WIDTHS VARY GREATLY THROUGHOUT THE
PROJECT. CONTRACTOR SHOULD MODIFY THE APPROPRIATE CITY STD TO MATCH
EXISTING ADJACENT GUTTER WIDTH.)
REMOVE EXISTING CONCRETE DRIVEWAY APPROACH AND CONSTRUCT NEW .
P.c.c. DRIVEWAY APPROACH PER CITY OF COSTA MESA STD 513. RE'\'.'AOVG,,~~ •"Ae> (w-z'l
AJ-lD 12Ef'l.A~E 5><1,e,T. Of.l-';>\1e A.C-. .Elett-l>-1-D NE.IV DF<VEWAY Af'Pl2<>ACH WrT/1 4 C. Ov~~ ~ -J
PLACE 0.17' A.C. SURFACE COURSE ON EXISTING A.C. PAYMENT OR NEW A.C.
BASE COURSE.
' ® PLACE 0.10' A.C. SURFACE COURSE ON EXISTING A.C. PAVEMENT OR NEW A.C.
BASE COURSE. --~~ CONSTI/UCt STAMP£0_C.ONCR!<TE...:_()/,'t;R::4'·CA8 OR SANO ;j.~ ~El.OC,4TE-EX/Si. STR£c.T Ll4HT Pl/t.l BO)( IN STAMPeO CONCRETIE
,:f fe£LOCATE l=X!St. TRAFFIC S/,tiNAL PtllL fJOA' 1N STAMP!;/J CONCRETl::---
1!:' \'ii PL~CE □.IS' A.a. ':'iURFA CE COUR5E Dl'l EXl'iTING A.C. PAV[MEN1 OR NEW A.C. BA SE COURSE.
~ D NORRIS-REPKE,INC. • L Com1ult!ng CMI Englneen!I and Land Sur-veyors
2882 WALNUT AVE. SUITE A
I'-:__ TUSTIN, CALIFORNIA, 9268
(714) 730-6410 • .. ~ No. Cl5446
¢ Exp 3-3/-'l
DATE BY DESCRIPTION C/Vll
or CAI. REVISIONS
--r--""""-t~
It)
CONSTRUCTION, NOTES (CON'T.)
SAW CUT AND REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT 0.35' A.C.
BASE COURSE OVER 1.42' A.B.
~AW CUT AND REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT 0.4' A.C. BASE COURSE FOR 0.10' OVERLAY AREA, 0.35' A.C.
BASE COURSE FOR 0.15' OVERLAY AREA OR 0.33' A.C. BASE COURSE
FOR 0.17' OVERLAY AREA OVER 0.54' A.B.
PLACE VARIABLE DEPTH A.C. SURFACE COURSE (MIN. 0.10', MAX. 0.40') ON
EXISTING A.C. PAVEMENT OR NEW A.C. BASE COURSE .. MAINTAIN CEMTERLINE PROFILE
jTO MA,rn mG ADJO!ti\NG fORTION.5 •
COLD PLANE EXISTING PAVEMENT SURFACE (5' WIDE VARIABLE DEPTH CUT FROM
0. 0' TO O .08') PER DETAIL "A" ON SHEET l .
~OLD PLANE EXISTING PAVEMENT SURFACE (8' WIDE VARIABLE DEPTH CUT FROM
0.0' TO 0.08') PER DETAIL "A" ON.SHEET 1.
COLD PLANE EXISTING PAVEMENT SURFACE (8'.WIDE VARIABLE DEPTH CUT FROM
0.0' TO 0.12') PER DETAIL "A" ON SHEET 1.
CONSTRUCT 20' WIDE TRANSITION BETWEEN 0,10' AND 0.17'
OVERLAY, 15' WIDE TRANSITIOII BETWEEN 0.10' AND 0.15'
OVERLAY, 10' WIDE TRANSITION BETWEEN 0.15' AND .17' OVERLAY
TO INSURE SHOOTH TRANSITION.
APPROVED
PUBLJC WORKS OlRECTOR
R.E. NO 1-z.ner
DATE 5", I>-91
APP'D. DESIGNED DRAWN l<.L, H.N.
CHECKED DATE R-B.
C-2641
IRVINE AVE. REHABILITATION
16THST. TO STA. 53±50
-PLAN & SECTIONS.
CITY OF ~JE\"JPORT BEACH /e-S60•S-S
PUBLIC WORKS DEPARTMENT SHEETZ OF b
JN: 0/ -II
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CITYOF C.N. --➔--CITYOr,V./S.
l\':4/S~ -3-f , < ,V/N.)
17' 17'
.3l'{MAX.)
NO-re,
~E' P~N VIEW VF/"AIL ON
5H€ET Go roe Et.EVATIONS.
SEC"TION A·A
IRVINE 11.\IE)UlE ST". 60tAt.1e.
'l. MARlllER llR / l8ill ST,
' Z/ t--i---{c'Ol--~
·N€WA.C.
OVcHU Y
Rs>r ~ ... --t---....
h----, I ~
17 7?I. ST. 7o STA. 7Gr.30
N.T.S.
DIETERICH POST REORDER NO. 113013
i----Ar'PROX. I '
Tli'ANS/T/ON FH<?M @ To@A7'c.,.p,::,iv,v
OF .1/2 STRE:E:T,
JOIN GXIST
SPA/VDREL
. BEG/IV Or 34"
,_, ~•:t ,,. 15'
,0 = 0
t"Tll'AM5. ~
z @10@) "' !fl V a· b'!:. M ®
" -;;,-~, 'Ii--~ ~ -. :5 '. ' . ~~
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R<fCMoyE 1NTERFc.e1M l ..... )
PO.e TIOA/5 OF EY IS r.
X•Gt/ffER AN!? PVM7
AS AIEEPEO TO CONST.
/VEW 5.1>. IMP. t7Th'ce-, '
WISE PROTECT.E)(. IHPS. 9/1
CITYae'C. M. --1---CITY OC' N.D. 48' 43'
'l'O•IIN.) al 6 ', MAX.) IB' /8'(,¥1,11'.) l'7Y,'f,ly)
i?8f/WIX.)
-
I I
/>'SW,4.C.
o V.s;<T LA y
PGRPIJNS
STA. 7Gf.3o To 57;4, BZl-00
N. r..s.
Q
0
0
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35
CONSTRUCTION. NOTES!
PROTECT EXISTING IMPROVEMENT IN PLACE.
PROTECT EXISTING CROSS GUTTER IN PLACE,
ADJUST EXISTING MANHOLE FAAME AND COVER TO GRADE.
ADJUST EXISTING WATER VALVE COVER TO GRADE,
DISCONNECT EXISTING TRAFFIC SIGNAL LOOP DETECTOR IN EXISTING
PULL BOX PRIOR TO ANY ADJACENT COLD PLANING, MILLING OR
PAVEMENT REMOVAL OPERATIONS AND INSTALL NEW LOOPS PER
STRIPING PLAN.
SAWCUT AND REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT NEW
FCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 182-L IN
CITY OF NEWPORT BEACH R/W OR PER CITY OF COSTA MESA STD. 312
IN CITY OF COSTA MESA R/W. (CONTRACTOR SHOULD NOTE THAT
GUTTER WIDTH VARY GREATLY THROUGHOUT THE PROJECT.
CONTRACTOR SHOULD MODIFY THE APPROPRIATE CITY STANDARD TO
MATCH EXISTING ADJACENT GUTTER WIDTH.)
REMOVE EXISTING CROSS GUTTER AND CONSTRUCT NEW FCC CROSS
GUTTER PER CITY OF COSTA MESA STD. 415.
REMOVE.EXISTING CONCRETE CROSS GUTTER, SPANDREL AND
MONOLITHIC CURB AS SHOWN ON PLl\N AND CONSTRUCT NEW FCC CROSS
GUTTER, SPANDREL AND MONOLITHIC CURB PER CITY OF COSTA MESA
STD. 415.
PLACE 0.15' AC SURFACE COURSE ON EXISTING AC PAVEMENT OR NEW
AC BASE COURSE,
PLACE 0.17' AC SURFACE COURSE ON EXISTING AC PAVEMENT OR NEW
AC BASE COURSE.
PLACE 0.10' AC SURFACE COURSE ON EXISTING AC PAVEMENT OR NEW
AC BASE COURSE. •
SAWCUT AND REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT
O 4' AC BASE COURSE FOR 0,10' OVERLAY AREA, 0.35' AC BASE
cOuRsE FOR 0.15' OVERLAY AREA oR o.33' BASE coURSE FOR o.17'
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CLEAN AND SEAL ALL CRACKS, PLACE PAVEMENT REINFORCEMENT
FABRIC AND PLACE 0.17' AC SURFACE COURSE,
COLD MILL 0.12' OF EXISTING AC PAVEMENT SURFACE.
COLD PLANE EXISTING PAVEMENT SURFACE (5' WIDE VARIABLE DEPTH
CUT FROM 0.0' TO 0.08') PER DETAIL "A" ON SHEET 1.
COLD PLANE EXISTING PAVEMENT SURFACE (8' WIDE VARIABLE DEPTH
CUT FROM O.O' TOO.OB') PER DETAIL 11A11 ON SHEET 1.
COLD PLANE EXISTING PAVEMENT SURFACE (8' WIDE VARIABLE DEPTH
CUT FROM O.O' TO 0.12') PER DETAIL nA1' ON SHEET 1.
COLD PLANE EXISTING PAVEMENT SURFACE {12' WIDE VARIABLE
DEPTH CUT FROM O.O' TO 0.12') PER DETAIL "A" ON SHEET 1.
CONSTRUCT 20' WIDE TRANSITION BETWEEN 0.10' AND 0.17'
OVERLAY, 15' WIDE TRANSITION BETWEEN 0,10' AND 0.15'
OVERLAY, 10' WIDE TRANSITION BETWEEN 0.15' AND 0.17' OVERLAY
IN INSURE SMOOTH TRANSITION.
PLACE AC SURFACE COURSE ONTO EXISTING CONCRETE SHED GUTTER.
DEPTH OF AC TO MATCH ADJACENT AC SURFACE COURSE DEPTH.
REGRADE MEDIAN AS REQUIRED TO MATCH NEW TOP OF CURB(S).
CONSTRUCT VARIABLE DEPTH AC OVERLAY (0.10' -0.90') PER
TYPICAL SECTIONS HEREON AND ,PC/2 Pt.AN II/CW pE:TAIL oN Gf-li-(o.
CONSTRUCT CURB INLET TYPE "OS" PER CITY OF NEWPORT Bt.!ACH
STD. J06-L ANO PER PROFILE ON SHEET 6 (W & H PER PLAN),
CONSTRUCT LOCAL DEPRESSION P!R Cl~~ ~TD. 304-L,
CONSTRUCT 1811 RCP 1250D PER PROFILE ON SHEET 6,
REMOVE EXISTING GRATE INLET CATCH BASIN AND CONSTRUCTJl/At:°li'Od
sn::ucrURl:NO. 1 PER CITY OF NEWPORT BEACH STD. 310-L.
OVERLAY AREA OVER 0.54' AB. • ~------------------------,
□ATE BY
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DESCRIPTION
REVISIONS
APPROVE□
PUBLIC WORKS DIRECTOR
R.E. No.l2//p4'
DATE S°• I!,,
APP'D. DESIGNED DRAWN !(.L. H.N.
CHECKED DATE R.B. 4tZ9/'11
,
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C-2641
IRVINE AVE. REHABILITATION
·sT A. 53+5('.f i:O~_st-A:--::ts+OO:.
'PLAN & SECTIONS1,
CITY OF r~E\"JPORT • BEACH
PUBLIC WORKS DEPARTMENT
R-560,5-S
SHEET 3 OF G
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CONSTRUCTION NOTES
PROTECT EXISTING IMPROVEMENT IN PLACE.
ADJUST EXISTING MANHOLE FRAME AND COVER TO GRADE.
ADJUST EXISTING WATER VALVE COVER TO GRADE.
EXISTING CABLE T.V. PULL BOX TO BE ADJUSTED TO GRADE BY OTHERS.
DISCONNECT EXISTING TRAFFIC SIGNAL LOOP DETECTOR IN EXISTING PULL BOX
PRIOR TO ANY ADJACENT COLD PLANNING, MILLING OR PAVEMENT REMOVAL
OPERATIONS AND INSTALL NEW LOOPS PER STRIPING PLAN.
SAW CUT AND REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT NEW P.C.C.
CURB AND GUTTER PER CITY OF NEWPORT BEACH STD 182-L IN CITY OF NEWPORT
BEACH R/W OR PER CITY OF COSTA MESA STD 312 IN CITY OF COSTA MESA R/W .
. (CONTRACTOR SHOULD NOTE THAT GUTTER WIDTHS VARY GREATLY THROUGHOUT THE
PROJECT. CONTRACTOR SHOULD MODIFY THE APPROPRIATE CITY STD TO MATCH
EXISTING ADJACENT GUTTER WIDTH.) .
PLACE 0.15' A.C. SURFACE COUR5E ON ()(\STING A.C.PAVEMENT 0~ NEW BASE COURSE
' PLACE 0,17' A.C. SURFACE COURSE ON EXISTING A.C. PAVEMENT OR NEW A.C.
BASE COURSE .
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PLACE 0.10' A.C. SURFACE COURSE ON EXISTING A.C. PAVEMENT OR NEW A.C.
BASE COURSE.
SAW CUT AND REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT 0.4' A,C. BASE COURSE FOR 0.10' OVERLAY AREA, 0.35' A.C.
BASE COURSE FOR 0,15' OVERLAY AREA OR 0.33' A.C. BASE COURSE
FOR 0.17' OVERLAY AREA OVER 0.54' A.B.
CLEAN AND SEAL ALL CRACKS, PLACE PAVEMENT REINFORCEMENT FABRIC AND
PLACE 0.17' A.C. SURFACE COURSE.
COLD PLANE EXISTING·PAVEMENT SURFACE (5' WIDE VARIABLE DEPTH CUT FROM 0.0' TO 0.08') PER DETAIL "A" ON SHEET 1
COLD PLANE EXISTING PAVEMENT SURFACE (8' WIDE VARIABLE DEPTH CUT FROM 0.0' TO 0.08') PER DETAIL "A" ON SHEET 1
COLD PLANE EXISTING PAVEMENT SURFACE (8' WIDE VARIABLE DEPTH CUT FROM 0.0' TO 0.12') PER DETAIL 11A11 ON SHEET 1 .
CONSTRUCT 20' WIDE TRANSITION BETWEEN 0.10' AND 0.17'
OVERLAY, 15' WIDE TRANSITION BETWEEN 0.10' AND 0.15'
OVERLAY, 10' WIDE TRANSITION BETWEEN 0.15' AND .17' OVERLAY
TO INSURE SMOOTH TRAIISITlOII.
PLACE A.C. SURFACE COURSE ONTO EXISTING CONCRETE SHED GUTTER. DEPTH
OF A.C. TO MATCH ADJACENT A.C. SURFACE COURSE DEPTH.
APPROVED
C-2641
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SES SHEET 3 OFC:::,
O-F ... JRVJN£. ANO SANTIAGO DR.
.ST. WIDGNIAk:; PlAA/5 !=OR WIDENIN4-AND~:c. PAVE"MEN/
FROM 1oq+ao TO SANTIAqO CR.
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NEWA.C.
0 V£,'i'<'..A Y r'ERPlANS
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ANO PAYEMENT CONSTRtlCPOAI
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• CONSTRUCTION NOTES
PROTECT EXISTING IMPROVEMENT IN PLACE.
ADJUST EXISTING MANHOLE FRAME ANQ COVER TO GRADE.
ADJUST-EXISTING WATER VALVE COVER TO GRADE.
33
EXISTING CABLE T.V. PULL BOX TO BE ADJUSTED TO GRADE BY OTHERS .
EXISTING ELECTRICAL MANHOLE TO BE ADJUSTED TO GRADE BY OTHERS.
ADJUST EXISTING 811 DIAMETER SURVEY MONUMENT COVER TO GRADE.
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DISCONNECT EXISTING TRAFFIC SIGNAL LOOP DETECTOR IN EXISTING PULL BOX
PRIOR TO ANY ADJACENT COLD PLANNING, MILLING OR PAVEMENT REMOVAL
OPERATIONS AND INSTALL NEW LOOPS PER STRIPING PLAN.
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CONSTRUCTION, NOTES (CON'T.)
PLACE O.lP' A.C. SURFACE COURSE ON EXISTING A.C. PAVEMENT OR NEW A.C.
BASE COURSE.
CLEAN AND SEAL ALL CRACKS, PLACE PAVEMENT REINFORCEMENT FABRIC AND
PLACE 0.17' A.C. SURFACE COURSE .
SAW CUT AND REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT 0.33' A.C.
BASE COURSE OVER 1.60' A.B .
COLD PLANE EXISTING PAVEMENT SURFACE (5' WIDE VARIABLE DEPTH CUT FROM
o.o• TO 0.08') PER DETAIL "A" ON SHEET l' ..
COLD PLANE EXISTING PAVEMENT SURFACE (8' WIDE-VARIABLE DEPTH CUT FROM
0.0' TO 0.12') PER DETAIL "A" ON SHEET 1,.
SAW CUT AND REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT NEW P.C.C.
CURB AND GUTTER PER CITY OF NEWPORT BEACH STD 182-L IN CITY OF NEWPORT
BEACH R/W OR PER CITY OF COSTA MESA STD 312 IN CITY OF COSTA MESA R/W.
(CONTRACTOR SHOULD NOTE THAT GUTTER WIDTHS VARY GREATLY THROUGHOUT THE
PROJECT. CONTRACTOR SHOULD MODIFY THE APPROPRIATE CITY STD TO MATCH
EXISTING ADJACENT_GUTTER WIDTH.) @ COLD PLANE EXISTING PAVEMENT SURFACE (12' WIDE VARIABLE DEPTH CUT FROM
, 0. 0' TO 0 .12') PER DETAIL "A" ON SHEET 1' •
PLACE 0.17' A.C. SURFACE COURSE ON EXISTING A.C. PAVEMENT OR NEW A.C.
BASE COURSE. CONSTRUCT 20' WIDE TRANSITIOll BETWEEll 0.10' AND 0.17'
OVERLAY, 15' WIDE TRANSITION BETWEEN 0.10' AND 0.15'
OVERLAY, 10' WIDE TRANSITIO!l BETWEE!l 0.15' AND .17' OVERLAY
TO INSURE SMOOTH TRANSITIO!l.
APPROVED
C-2641
PUBLIC WORKS DIRECTOR
R.E. NO t_V/?,r
IRVINE AVE. REHABILITATION
STA. 95+00 TO SANTIAGO DR.
f L DATE BY DESCRIPTION
REVISIONS
DA~-~~----__.
APP'D. DESIGNED DRAWN f<.L. H.N.
CHECKED
R.,S
DATE
• PLAN & SECTIONS
CITY OF ~JE\J'JPORT BEACH R-St;OcS-S
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APPROVED
PUBLIC WORKS DIRECTOR
R.E. NO /ZIP,.[
DRAWN RIA/ 12. .
C-2641
IRVINE AVE. REHABILITATION
MARINERS DRIVE INTERSECTION
DETAILS
CITY OF t~E\"JPORT BEACH R-5G015-S
PUBLIC WORKS DEPARTMENT SHEET G OF G
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