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68
P,ROFILE SCALE
#01?/Z. 1'=40'
VERT. I"= 8'
PLAJ.I SCALE 69 70
NOT£:
111/PPE /.2 /3.,t/Y TRIANC//LATION ST,4TION-F-''
,0£RMIS5/0N TO REMOVE GIZANTED Bs-' /RVINE. CO. RfP.
E.D COUTCJI/£ { CO. SURVEYOR RfP. R03t:PT WISE.
BY LETTER OATE.Q: OCT /G, 1973
z
DRIVE
CURVE DA TA
L1 R L T ~ 44•02'ar" 8oaoo' 614.97' 32.5.58'
@--3G0 ,tt:,'o8" 828.oo' 531.3G' .'2G5.8tJ'
.ruru12c@~-(;7!._Zt;'3a'--7:J,oo' •• $Z:<J~'~: ___ ::;r.:73'_~_
-___ -_ :.. :.. . :
71
GENERAL NOTES
I. THE COAIS"TRUCT/ON OF ALL PUBLIC IMPROVEMENTS S#ALL COI.IFORM TO TJIE
REQUIREMENTS OF TA'E STANt7Al?P SPECIFICAT!ONS(AOOPTEO .SEPT.10, 1973) AAIO
APPl?OPl?IATE 5TANDAl?O DRAWING5(LATEST l?l!VIS/01./S) OF THE CITY OF NEJVPOl?T BEACH.
2. SEE RECORO MAP FOR LOCATION OF STANDARD CITY MO/JUMENTS Al.ID PRECISE
LOCATION OF ALL LOTS /WTH/N'. .TR4CT 50/8.
3_ STATIOM/NG REFERS TO CENTERLII.IE OF STREETS.
4. CUR8 DA TA REFERS TO FACE OF CUR8.
5. ALL COI.ICRETE CURBS, GLITTERS, SIDEWALK,!,, CRO-SSGLITTEl?s, ALLEY APROAIS
A/JO DRIVEWAYS' 5IIALL BE COI/STl?UCTED OF CLASS 564-C-3000 (o.O SACK/CU. YO.).
6. PAVEMENT SECTIONS SHOW// ARE MINIMUM Al/0 SUBJECT TO l?EVIS/01/ Al.ID APPROVAL _OF
THE CITY AS l?EQUll?EO BY50IL TESTS TAKE// AFTER COUPLET/OIi OF ROU&H Gl?A0/1/6.
7. EARTHWORK QUA/,/T/TIE5 ARE BASED OIi ELEVATIONS' SHOW/,/ II/ THE .PROFILE WITII }/()
FACTOR APPLIEIJ ANO THE CALCULATIONS WERE MADE LISIN& TIie l?OLIGH Gl?AOE LIi.iE.
8. ALL LINOERGROUNO WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS'.
9. BEDDING MATIER/AL 5'HALL BE LISED Ill ALL UTILITY TRENCHES, /NCLUO/#G WATER MAINS.
/0. THE SEAL COAT SHALL COAISl5'T OF SS-111 ASPIIALT/C EMUL5'/0II (PAVING ASPHALT GRADE 60-70)
ANO SHALL e,1: APPLIED A MIii/MUM OF 30 DAYS AFTER TIie A.C. PAVEMENT COUSTRLICTIO/,/
(AS A PART OF THE CLEANUP OPERATION) AT THE !?ATE OF 0,/0 G.AL./S<!(. YO.
II. PAV/NG CONTRACTOR SHALL ACCEPT EXIGTIN'G STREET SLl8Gl?ADE COl/0/TIOI/S UNLESS
WRITTEN' 1/0TIFICATIOII JS GIVEN TO OWi/ER PRIOR TO Bc"GIA//llG WORK.
12. STORM DRAIN PIPE SHALL 8E EITIIEI? CA5'T OR SPUN R.C. PIPE OR A.C.PIPE. "D" LOA OS
5'110/VI/ DAI R.C.P. Of,/ ALL ,;TORM Ol?AIN PROFILES APPLY ONt.Y TO TRENCH COl/0/TION BEOO!NG.
t'SEE NOTE /3 ). IF THE CONTRACTOR EL.ECTS TO use OTHER THAN TRellCH CONDITION, £)-LOADS
MUST Be OETERM/llEDACCOROlf,/GLY. (A.C.P. "O"LOAD= /.5 R.C.P. "D"LOA/7),
13. AL.L STORM ORA/Al PIPE 5'HAll BE BEDDED PER CITY OF NEH/PORT BEACh' STD. 316·(_
CLASS uC" B.tf00t,V6 ..
14, TIIE CONTRACTOR SHALL NOTIFY Th'E OES/G.</ E.</G/NEER AT 833-0070 AFTER PLACEMENT
OF FORM5' AND PRIOR TO PL.ACII/G ANY COi/CRETE FOR Ct/RB Al/0 GLITTER SO THAT Tl-IE
FORM LOCATION CAJ.I BE CHECKED TO .A5'St/RE ITS COMPATIBILITY WITH E,Yl5'TIAIG
CONSTRUCT/ON. ADVANCE NOTICE ULIST BE GIVE,</ ;JF TWENTY FOLi/? t'24) HOURS ANP
A.VY CONCRETE PLACED WITIIOUT PRIOR APPROVAL FROM THE DESIGA/ ENGIJ/EER
OFFICE W/Ll BE SOLE RESPO.</S/BILITY OF THE JOB COA/TRACTOR.
5' 5'
FAC~
CONSTRUCTION NOTES
ESTIMATED QUANTITIES
IT 13 M (?UAJJ.
CQA/ST. 4'/1.C. IY/SEAL C0,4T OVcR 8 -~.B-w/J:t'. -2SOPR/ME C&AT 38,150
CONST. TYPE ':4"P.C'.C. CLIR8 o 6C/TTER {ST&.-/,:,,S-L.)8"Ci: I, 413
eoNST. -,<" T#ICK $/,9£/(/,4(_,t' ('sra-110-L .J B/C}t:Le TRG/L /3,50:J
-CONST. BICYCLE RAMP PER DETAIL ON Sl/'T. ,VE/ I
REMCJPE E)</ST. GR4Tc INLc'T_, J$''C.n.P. f'/,'E/1Pff4LL { f',!l/6 Ii'. c.P. I
IA/S?:4.tt /5" R-C'.P. ('l'OOO -L>) I I
IAI.ST/lLL CONA/EC'T/PN ;QSSEM8LY (STtJ.-31?-L) I
INSTALL CLEAl<'AIVCE' M-4RkE'RS {ST.O -123-L) 5
REMOVE' E)(IST. RE".OW00.0 t/€AOE"R /, 400
REMOVl= E,Y/ST. ;/.C. t3E'RM 3&0
R04CJ.w',4Y e;<C'.4 V.4 T/0,V 1,990
2
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$ . .I'.
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C.Y.
EA.
8'-0' RAMP FOR 8" c.i=-. Ls' 11,,._0 .. I s' J
X X
4~ T!-IICK P.C.C.. APRON TO BE"
POURED: MONOLITI-OC WITH
SJ DE WALK
/1-011 Ml#.
£/IR7718ERM
3
-, ' -
.,_ ,.•, -·
~~~L{)o:. DATE IOII /1973
RO'bEIZT W. 'e:,'E:\N RCE NO. 17.758
I
BICYCLE RAMP DETAIL
N.T.S .•
TYPICAL SECTION
EASTBLUFF DRIVE
N. T. S'.
~
p VED 1--+--+---------J-----l----J r • ;;} 11/4 1--+--J-----------~--+--j---j ~ORl(;SPIRl:C.TOR
DATE BY DESCRIPTION A.PP'D. DATE
REVISIONS
R.C.E. NO. 12 60Go
DATE /l'J-?4-23
FIELD BOOK SCALE
3lo~ -R ~S 5UOWtJ
DESIGNED DRAWN H .s . 1-1 ":r.
CHECKED DATE
1VS.M. 9· 2/l-73
------·--·------------------'--------~------
VICINITY
No SCALE
PLAN AND PROFILE FOR THE IMPROVEMENT OF
EASTBLUFF DRIVE
FROM STA. 65+55.02 TO STA. 71-1-(;9. ':JI
CITY OF NEWPORT BEACH
PUBLlC WORKS DEPARTMENT
0 GINIV, CALIF.
I.RVN./E
MAP
SHEET
OF '2. SI-IEE:TS
/4033
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43.85'
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55 57 58 59 60
55
CURVE DA TA
LI R L T
0=;--36' 09' sz" 800,00 1 504.EJS' er,t. Z'/ @-36° 09' 52" 772.oo' 487.ZB' 252,01!,' ~ 9° 17' 5r,' 800.00' //?;;J.7t,, (,5"_ 02'
'@-,,;,•e1' eo" 828.00' '33.29' 4t,. 10' ~ 71' 47' 14 ' 35,00' 43.85' 25.33'
----~--------
---o._· -o.._
PRO,C-ILE SCALE
HORIZ, r 1:::40 1
J/ERT, 1"~8'
PLAN SCALI= /N=40'
---0
6/
BOO/ Y.C.
?I. =.35.73
€XIST. GROUND @ ~--
··fl(..= / 1.-.....
62
1
p O SOJ; 25El0 • 1401 QUAIL .:;TREET, NEWPORT BEACH. CALIFORNIA 9266:J
DATE 10/1 / 1'173 DATE BY
ROBERT W, e>E:IN RCE N0.1'2.1?8
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63
DESCRIPTION
REVISIONS
o.s1r.
APP'□. DATE
- - - - -I
· TOP OFNL.Y Ct/R8
-_..:___· • .::..::---
64
R.C.E. NO. 11'.BOG
DATE /Q-Y.~27
FIELD BOOK SCALE 9G9-R AS '5H.oWN
DESIGNED
H.5. H
CHECKED R.S.M.
DRAWN e.T,
DATE 9·28-73
\
35"
65
PLAN AND PROFILE FOR THE IMPROVEMENT OF
EASTBLUFF DRIVE
FPOM STA, 56+66".29 TO STA. 65+5S.02
CITY OF NEWPORT BEACH
PUBLIC WORKS PEPP.RTMEJ-JT
6'CALlT:
JIORIZ ' I"=/{),
YEl?T: 1" = 4'
SHEET
2
OF '2. 51--lEETS
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