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GENERAL NOTES
5/=E SHE.ET A-0 FOR
PARKING LOT 5/<E.NING
f STRIPING
THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE
REQUIREMENTS OF THE CITY OF NEWPORT BEACH CONSTRUCTION
STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION AND SUPPLEMENTS.
2. STATIONING REFERS TO MONUMENT LINE IN AVOCADO AVENUE. SEE SHT. 5i c2
3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF
THE NEW FACILITIES.
4. CliRB DATA REFERS TO FACE OF CUF'!B.
5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND WALKS.
!
6. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS
AND DRIVEWAYS.
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SEE SHEET:ol-2.' FOR ADDITIONAL
HORIZONTAL CONTROL AND
CONSTRUCTION ELEYATION5.
42
-__ --_
7. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AT 644-331l
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 WlTH EXISTING CONSTRUCTiON.
8. THE CONTRACTORS SHALL REQUEST INSPECTION FROM PUBLIC WORKS 48
HOURS IN ADVANCE OF PERFORMING ANY WORK (644--3311' ).
E = --
2' VAR1~6
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TOPOF 7EMP. RC.
C/IEAOP04LL ,4T ff
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NEW DITCII
WOTES:
'
/c;," WIOE 8"TIIICK I 54WCUT c.-,/ST 0/TCII ,4;VD ' .
j\/57,2/LL #4 IXJWELS /2 11LtJNG,
' --HE/JDW.4LL DETAIL @/z'1 a c. 4/1/.0 EVBEOOEO G mc11ES
INTO cX/S/. GC/N/7.E 0/TCII. --· -. ---• :.. -::.. _ -· ...... bi-:: :_·-j TRENCII WIOTII N. T. 5. 2. T/IE B077VM OF E(/57.'
T~A?EZOID4L DITUI SIIALL BE
SAW CUT, REMO//.ED tj, REPLACED
45 NECESS4Rr 70 PR0///4?E
FOSITIVE DR4/NAGE
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3. CONCRETE IIEAO WAI.!. SIIALL
li3.E l?E/NFORCEO WIT/I 11=4 841?
/2 110.c. 80771 WAYS.
4. CONSTRUCT G' Ci--14/N LIN/<
F£NCE AT TOP OF /-IEADVVAi.-L.
Pe.R CAL.TRANS STO PLIW F-10
AS SHOWN ON 6/-f13Et SI-3
. . i PIPE EIVC4SEME/VT OETAIL
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4.:3 4-4
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A.c. PAVING
,/,
BENCHMARK
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DETAIL
N.T.S.
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CONCR&TE3
PAVING
3S-19-70 O.C.B.M. ALUM. CAP 0.2 MILES NORTHERLY ALONG MACARTHUR BOULEVARD
FROM THE INTERSECTION OF SAN JOAQUIN HILLS ROAD AND MACARTHUR BOULEVARD'.
ABOUT 35 FEET SOUTH OF THE END OF A CURVE FROM THE SOUTH, ABOUT 81 FEET EAST
OF THE CENTERLINE OF THE BOULEVARD, IN THE EASTERLY CONCRETE HEADWALL OF A
72 INC'H DIAMETER CONCRETE CULVERT, SET· IN THE TOP OF THE HEADWALL, 1 FOOT
SOlJTH OF THE NORTH END.
CONSTRUCTION NOTES
0
G
0
4
5
6
7
27
CONSTRUCT 6-INCH A.G. OVER t'1-INCH A.B. INCLUDING 1 1 /2 INCH RUBBERIZED A.G.
WEARING COURSE.
REMOVE EXISTING OUTLET FROM CATCH BASIN, CHIP OUT SQUARE OPENING FOR 15"
R,C.P, (PROTECTING EXISTING BASIN REBAR), INSTALL ,5' R.C.P. AND POUR WALL
AROUND PIPE PER CITY OF NEWPORT BEACH STANDARD DRAWING 303-L.
CONSTRUCT TYPE 'E' A.G. CURB PER CITY OF NEWPORT BEACH STD. DWG. 1 B3-L_
ADJUST SEWER MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STD. DWG. 111-L
CONSTRU::T' TYPE •;,." P,C.C. CURB AND GUTTER WITµ
PER CITY OF NEWFORT8EAO-I STD. owe. 182-L
REMOVE AND DISPOSE OF EXISTING BARRICADE
REMOVE EXISTING CONCRETE DITCH. FILL WITH NATIVE MATERIAL AND
COMPACT PER SPECIFICATIONS.
REPLACE CURB, GUTTER AND SIDEWALK AS!-Ol'RECTED BY CITY ENGINEER .
SAWCUT EXISTING CURB, GUTTER, SIDEWALK AND PAVEMENT AND REMOVE
EXISTING CURB RETURN.
CONSTRUCT CURB INLET, TYPE OL-A (L•3.5 FEET) PER CITY OF NEWPORT BEACH
STD. DWG. 305-L WITH LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD. DWG. 304-L.
SAWCUT AND REMOVE EXISTING PAVEMENT AND A.G. BERM.
ADJUST WATER VALVE COVER TO GRADE. ' . I -
REPLACE FIRE HYDRANT MARKERS PER CITY OF NEWPORT BEACH STD. DWG. 902-L
. ----.
CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD. DWG. 181-L-A (CASE H).
MODIFIED PER DETAIL ON 5HEET SI·.3. . •
INSTALL/,(,.oL.F. 15-INCH R.C.P . .( 'J__ooo O}
CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH
STD. DWG. 161-L--A (CASE E).
CONSTRUCT SIDEWALK PER CITY OF NEWPORT BEACH STD. DWG. 180-L.
CONSTRUCT 6-INCH P.C.C. (REINFORCED WITH #4 BARS @ 16" 0.C.) ON 12-INCH
SUBGRADE,COMPACTED TO 95% RElAilVE COMPACTION.
CONSTRUCT TYPE "B' P C.C. CURB/WITH !I-INCH CURB FACE
PER CITY OF NEWPORT BEACH STD. DWG. 182--L
CONSTRUCT TY PE 'c' P.C.C. CUR8 AND GUTTER WIT/--/ 8" CUR8 FA:;€.
PE:R CITY OF NEWPORT' BEAC!-1 STD. DWG. 188-L -
SAWCUT, REMOVE AND REPLACE 10 L.F. OF TRAPEZOIDAL DITCH AS
NECESSARY TO CONNECT TO HEADWALL AND PIPE.
INSTALL 3 L.F. 15-INCH R.C.P. ( z..ooo q) WITH A TEE CONNECTION TO MAIN LINE.
CONSTRUCT HEADWALL PER DETAIL THIS SHEET.
SEE GRADING AND PAVING PLAN SHEET C-2 FOR ONSITE CONSTRUCTION NOTES.
INSTALL 10 L.F. 15-INCH R.C.P. ( 'l.ooo D) WITH A TEE CONNECTION TO MAIN LINE.
INSTALLl,5L.F. OF PIPE ENCASEMENT UNDER DRIVEWAY PER DETAIL ON
THISSHEET. 'WITHIN LIMITS SHOWN IN f'ROFILE.
~j<E:TE 4'' 11114'-S'T,6..1"-']F'lcp 6'~, si...,:;w_ ~y L ,<...SHlcf;~ ~
9. TRAFFIC CONTROL DURING CONSTRUCTION ALCNG AVOCADO AVENUE SHALL Bl _ 1976 ADJ. ELEV= 189.329 M.S.L OF 1929 CITY OF NEWPORT BEACH DATUM.
I_N ACCORDA_N.C_f: WITH tfll!= WOfsf'. fn,A. Tf"',6-FFlC "-~ H-4lPP-=k.., Tl-IE Cl>t-lTRP,cTo~•,;: '\ \\,9f ESStot
PEfe f3c>Ml~,OR.~ -, A •
f.-9+l'.Sfi<UCf -4'.'711I<'..K, 12:!>'' Wlt:>Ec F-"-C... f---1,:,,w -sTIZIF'
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112M'fl'.. C.O•,'";,wL i"LAN "4-Wl. Bl=' ~t:> BY nli=TRAFAc ~~ FRW 1b1llE <,_,<::J n, _ •1( _,.
. l;j"-AF<T OF W Oi"I<. -~ ,!-('j y ~) ;'\. , 1.;
If, d -------,'Ct:JNSTRUCT .I.S l\ln 1 n~n r.lTY ,c:" 11 BEACu STANDARD DRAWING 310-L. ,:,;;.,;;;..._;.....-,,
10. TRAFFIC STRIPING, MARKINGS, AND LEGENDS SHALL CONFORM TO CALTRANS '-' ::,..~ &.,,_\.C-,'
STANDARD PLANS (A20-A & 8) AND STANDARD SPECIFICATIONS CATED 'JANUA~Y, l"IBB ~-' -,,_ ,--::: t,--f/,'B1
11. CONSTRUCTIOl'rOJ<rTRIS'SREET IS FOR IMPROVEMENTS WITHIN PUBLIC RIGRT'OF--
WAY. SEE SHEET C--2 FOR CONTINUATION OF ONSITE IMPROVEMENTS.
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-• C3fl567 ~ 'a'i<P
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·-(.or c11l'.'i\\~
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APPROVED FOR CONCE?T .<\ND ADHERENCE TO CITY
STANDARDS ANO REOUl?.::MENTS ONLY. CITY IS NOT RE~_LE FOR DESIGN ASSrJPTIONS AND
AC~. j l~ I (()UJ
Cl • Y ENGINEER
DATE Aoe../l,, Zs. 19,:b DATE BY J, DESCRIPTION APP'O.
DATE
D~~IGNJ;D He>;LF
CHECKED
P&
DAn I -90
STREET IMPROVEMENTS
AVOCADO AVE. SAN NICOLAS DR.
TO SAN JOAQUIN HILLS RD,
F?ESUe,c,1v1s,,i~ No.' se,7 ~ _ , -----
CITY ·Of tJE\"IPOttT I.IEAt:H -~Sj~;;J. :ii •
PUBLIC WORKS DEPARTMENT SHEET I <li'-,3
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LEGEND
) STORM DRAIN STATIONING
~ CENTERLINE
lf:7 MONUMENT LINE
IP PROPERTY LINE
RT. RiGHT (OFFSET FROM /'f!)
LT. L:;Fr (OFFSET FROM lf1)
P.1. ~OINT OF INTERSECTION
P.C. ~OINT OF CURVATURE
P.T. OINT OF TANGENCY
P.C.C. OINT OF COMPOUND CURVATURE
P.N.T. OINT OF NON-TANGENCY
P.R.C. OINT OF REVERSE CURVATURE
P.O.C. OINT ON'cURVE '
P.O.T. OINT ON TANGENT
T.C.
~
OP OF CURB (ELEVATION)
N.T.S. OTTO SCALE
NQTE;
ST~TIONING IS ALONG AVOCADO AVENUE MONUMENT LINE 1.
2. cuts DiMENSIONS, OFFSETS, AND CURVE DATA SHOWN ARE FOR Ei',Qj; OF CURB
Ll • 0•2 '.30 •
R • 1421.00'
L•IZ.23'
-J_CUR._VE...OATA (rACE OE WRB)---
0 DELTA
1 0"23'47"
2 89"36'44"
3 90"00'00"
4 175"33'56"
5 0"'42 154"
6 183-43'00"
7 85"53'24"
8 90"55'50"
9 2'"31 '50"
10 63"30'02"
11 150·00' 10"
12 5"13'47"
13 118"51 '30"
14 7~06 1 38"
15 100"34'45"
16 35"01 '32"
17 2°31 1 50 11
18 121 "36 '38"
19 3"19'07"
20 29"48'04"
21 127"54'23"
22 105 •45 '02"
,I ,, 't. IS R.C. P
RADIUS LENGTH
1406.00 9.73
30.00 46.92
30.00 47.12
1.50 4.60
1218.00 15.20 •
3.00 9.62
12.00 17.99
10.00 15.88
1187.00 52.43
40.00 44.33
3.00 9.42
1218.00 111.17
5.00 10.37
60.00 7.45
10.00 17.55
75.00 45.85
1212.00 53.53
35.00 74.29
1218.00 70.55
45.00 23.41
3.00 6.70
10.00 18.46
STORM DRAIN
\\
TANGENT
4.87
29.80
30.0Q
38.74
7.60
11.17
10.17
26.22
24.75
55.62
8.46
3.73
12.04
75.00
26.77
62.64
35.28
11.97
' 6.14
13.21
\
4
i
r/: 15' R.C P STORM DRAIN
TR4-NS/1/0/J
END C tf G OF 5/J)EW/ILK ATEDt3£ ,_5 T,C, ~ tfO. IP
I
"A II sro. -182-L, TYPE
?CC C{IR'B ,tGUTTE!?
w/8"a!RB RICE
72.S'
43r54. 08
PCC 2/, 07_ 1 LT
/v1ATC/I EXIST C. t/-G.
1,C= ,fO,r/-r
G =39. 7:t
BEG!// 7YPE"A"C-¥-G
431--50,15
PKC 24.16 1LT.
EXISTING
CATCH BASIN
10' WIDE E'SMT. TO CITY OF Ne.WPORT 8E.ACH
FOR STORM DRAIN PURP<J£ES
DETAIL A
\
APPROVED FOR CONCEPT ANO ADHERENCE TO CITY
STANDARDS ANO REOU1REM8iTS ONLY. CITY IS NOT
REPSON~~-1..E ~SSUMPTIONS AND
ClrY ENGINEER
DATE Ar:e1L 2S, 1990 DATE BY
---
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12..5,
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P,C.~. 2/.07 'LT.)
T.C.-.f0.37
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1 ,..--,._ EXISTING L---=-'-,,<''-=-------.CATC!-j BASIN
(p-f5';)_C,Q ~
43+3S. 8 Zl'Rr.J
/ f_ !5NR.C P c &f..2414-k'~
43+00. 2s(2/'Rf.)
/ i 15 "RCP
'STORM DRAIN
/ /0' WIDE E6Mr TO CITY OF NEWPORT 8eACH
/ FOR STORM DRAIN PURPO~ES
/~SEE DETAIL A
24 1
NOTE:
The r,ontractor shall verify In the field the location of the existing catch basin
on San Joaquin Hill Road prior to beginning construction of storm drain
improvements, The contractor shall adjust the horizontal alignment of the
15" R.C.P. If necessary to accommodate the catch basin.
~
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)..: £ 18'
~
'" I 6,,5' 8' 3..5'
51de Vvalk Land=.pe
S;V,-183-L/ Ttjpe ;1C'1
PCC Curb-¢ Gutter
Ml!J 8 "Curb race
CROSS-SECTION@ STA. 42 +-tJO
N,T.5,
lc.5'
5o.wcut-E.xrsf
R::i.vemen-1-~
DESCRIPTION
REVISIONS
24' \ /<'}' I 0 ,
5idewall<'
Lal7dscape-
SLOPE
VAR/ES
-5td.-/B2 ·L, T~pe 'A"
PCC Cvrb{!Gulter
w/B"Curb !'ace
CROSS-SECTION(! Sl:4. 31>'-0IJ
N. T.S.
APP'D.
.. -'
DAT
D~~IGNfP
i-10 /1-F.
CHECKED pc;;,
DRAWN
WK
HORIZONTAL 8 VERTICAL CONTROL
AVOCADO AVE. SAN NICOLAS DRIVE
TO SAN JOAQUIN HILLS ROAD
RE"=>UBPIYl$1oN NO. 857.
CITY OF tJE\'/PORT BEACH
PUBLIC WORKS DEPARTMENT SHEET e, Of 3
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EXISTING
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I---·-DETAIL 38A
~--~~----EXIST DETAIL 21
EXIST !2"lv/./lTE LIMIT LI/JE
LEGEND
"STOP" MARKING
"BUS" MARKING
"ONLY" MARKING
"AHEAD" MARKING
SIGN ON METAL POST
SIGN ON EXISTING ELECTROLIER
/\LL ST/\TIONING SI IOVVN IIE8EON TO MONUMENT LINE AVOCADO
CURB
,;.~,1,:•1.:\.',, ';>,<· 11/J O.? Nl"H"/'(--_~-; M~:Acl ✓
( STD D111c. JfJI L I NOTE 10.
c._l ,1 ,r n I I
-· -.J-o e & ui121~ 1 &-de S"CLJIZ/5
. __ -LOCATION A.5 5/IOfVN
0V A'..AN
IZ 5% A14X ~ CURB
I••<'•• H •1-•M t! ... •• ,,--•·l ...-,.., tt"-'l-11 ... 1"'-cl...,,1
'"'-.. ,.,,.,.,.,., ~••ct ■-t• f,,.n..., "'"' ~• ,,.1 0 ..,.._.., .~,..,, .,,.., • ..., :~-~-@!,-~
I . . :•U••·.:11, ~~ -~ -~'
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1-,·4.,,-,.,.-..i,,,.,,1-0· ... -, r ,·,..,,.1:,,~,..,-w·•-1• / .,.,,.,,.,,,...,,,.""'~K-.
)-0·1.,i..,,,.t-('!'-.. • ) o·.., •-~ Ml·-•-__;_,__J 1,c,.1 ,..., .._. ► .. ,..1-1,,,.., ..... ~ .. _,,.,---, .. , ... ,-.... .., ... ,,,·--ft·
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Ty,ptCL·'-••t"fob,,c
Ttpt(l-6•11"!m,-,i:
T-+R-ICAL-f A BR..tC-MOU.N.liN...G DE T A!L S
ACCESS RAMP ( TYPE H) 1t~ ~ -•
L--
-
""?:'_'!!• __ ~--
(MODIFIED) 9rl7-131L
Olh-o• 1,.,. ,· o· •' ....,,.~,.,,.,, '•c••-...
/11 azo'
2.
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FENCE LOCAT!Of,j
'-----" ----
ALL STRIPING, MARKINGS AND SIGNING SHALL BE INSTALLED PER THE
CAL TRANS STANDARD SPECIFICATIONS ANO PLANS. SIGNS SHALL CONFORM
TO CALTRANS SIGN SPECIFICATIONS. INFORMATIONAL COPIES ARE INCLUDED IN THE
SPECIFICATIONS.
ALL EXISTING STRIPING, MARl{INGS, MARKERS, AND SIGNING NOT IN
CONFORMANCE WITH THESE PLANS SHALL BE REMOVED. REMOVAL OF
STRIPING AND MARKINGS SHALL BE BY SANDBLASTING.
"0..L FOAM(t)
I lt>f ...... 1ni. ....... t•.,..,...111 ti P<III !Jf'6 !><O<t IKl-1 ""'<'~ "'4J CO"'P.,
••'" tto.e !o,tciP;c_,,.,.,..
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..,... ot!',t,, po-.,...,,_"' """"' Sp,1c,l,c .. ,o,-,,
J Offi-4,, U(ltP,,t ffl(l'I CO""V'J .,11'1 "'• 11•1"~•~ 11q,.,,,.,.. • .,11 ltt'ld Ml'\t• P'""'''""'
• ll'lt S,--ocillcallonl ,.,., H .,.., ..,, ..,,,,.,., of 11'1• (,..,.,,..-
------····-------------
C0NSTRt/CTION NOTES:
¼' 2
>-< 3
4
PAINT "STOP" MAR!K!IJG ANO LIMIT L!/JE
/74/;VT ''Bt,6" I "ONLY" MARKINGS
Cr-foT us=)
/N.ST,4LL R I S!GIJ
,F'// ? £/IA S!G!J
I? /0 ( l T) 5/G/J
R2B5/GN {-)
GATE POST
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3. ALL MARKINGS SHALL MATCH CITY STENCILS.
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APPROVED FOR CONCEPl ANO ADHEnENCE TO CITY 1----+--,-.
STANDARDS AND REOUIREMENTS-ON[Y:-CITY IS-NOT-
REPSONSIBLE FOH DESIGN ASSUMPTIONS ANO
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REPLACE EXIST. SIGIJ
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NOTE: REVERSE
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REVISIONS
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ONLY ONLY
EXCEPT
BUSES
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SIGN DETAIL
STRIPING +SIGNAG~-PLAN
AVOCADO AVE. SAN NICOLAS DR.
TO SAN JOAQUIN HILLS RD.
RE';:;J.JBDIVlolON NO, 8'2,7
CITY OF rJE\"JPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 3 or 3