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NOTE:
SEPARATELY MET'Er?Eo Povverz SOUl<CE J:'CH2 EACH
ciTY '5rrzeeT Lf~i,.IT 5YSTE?M TO BE: O&T&fZMlt.JED
e,y 60UTi--1Ef'lJ-.J CALIF'OfZNJA i:=OtSOf\J Pf2lOQ TO COtJST.
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i=DGE. OF PAVEME:>-1.T
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STO. PLA/oJ N'!' 701.
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GUTTS: i"J.
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GENf:~AL HOTf.S
I, All street stationing refers to centerline of street.
?.. Cvrb data refers to face of curb, -----,----,---,---tr~c-=~------,
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3. All \.\Ork shall be done in accordance \'Jith the appropriate provisions of Sections 1·95, incll!sive, of the_
specifications entitled 11 State of Cal ifcrnia, Department of Public W::>rks, Division of High\~ays, Standard
Specifications, January, 1971". the standards of the city of Costa Mesa and the city of Nev.,;.ort Beach, ~nd
shall be completed to the satisfaction of the City Engineers. •
I+, All underground ~.ork with the streets shall be completed prior to the placerrent of street improvarents.
5. Request for inspection shall be made 48 hours !n advance of perfoilling any \.'.Ork, City of Costa Mesa
Engineering Department, Telephone 83'1-5323; Ne,,~ort Beach Public 111:,rks Dept. Telephone 673-2110,
6. All work shall conform to the city of Costa Mesa standards and shall meet the approval of the City Engine,· .
7.
8.
s.
Contractor shall obtain a permit frc,n the .Stre~t Departlr~nt, city of Costa Mesa.
Cor-tracto·r shall be:responsible for providing and rnaint-3.inir;q ,nrninQ signs, devt-ces, 1 i~1h(:: and
in sccordance with the state of California. Department of Public Yorks '1Mar,!Jal of Warnin,: Sicins,
an!'.! ne·,•ices for use in Performance of '."tirk Upon Hir.riways". •
f1 a::ur~n
Li9ht"
The anount of asphalt binder to be-mixed with ttie mineral ac>Dr~a::~• shall be 5.6:( by Ory ;,,ieigh~. The ..
exact arrount will be determined by the City f:n<;ineer. Sonples ci" t ,'2 orc,~:1:::,:r! a1.1pre9atc sha1) t;e sutrnit::9..-!
to the i:Jty F.ngineer 7or' ".estin9 1n order that the pGrcent Uinder ~,c::,· ''A c~i.c~---::,ne,.: ll da_is in a,jyar,;e of
construction.
tO. The city of Costa Mesa will pay for the initial soil and :r.z:teri.:i.1s
materials tests deemed necessary, due to the failure of the i1,it1J.I
expense.
',., ... ,,_ •~C>.
.~r1y s ... 0s.er·uent soi i 2nd
;..,1:1 ~-::. al th0 contrador 's
1 I. ·where driveway depress ions are constructed, the driveway approache::: 51'c:! i be ccnsfructso t.o property l In..:
per city of Costa Mesa standard plans.
Street nane signs to be installed back of curb or on bracket rrounkd un street jignt poit, per c1•.J
Costa Mesa Std. [),,,g. No. 606.
Paving section shall be detennined by the various city engineering departmnts upon receipt of soil test
results after rough grading.
UllDERGROUHD STRUCTURES
All u:idergroun,:J ut i , ! ti es or structures reported b:, the owner or others an~i thost choi-111 on the record~
exITT. ir1e'J art i ndicaLCd w! th their approximate location and extent.
Tne Ol'lf!er, by accepting these plans or proceeding with the" irrprovements pt.:n,uarit thereto tlgre•.s b ,;c:--;:x,l--c,
l iabd ity and to hcild undersigned har-rt'l~ss for any d!YnaQe resulting fro-i th\; e-.-;! :>tence of un:forground .
ut i I it i es or structures not reported to ·the undersigned, not indicated on trc pub l l c recoras exa:ii ncdt: _
located at vatiance with that reported or shol'lfl on records exanined.
The contractor is required to take due precautionary measures to protect the ut i l i ties or structures sh0v,f'!
and any other utilities or structures found at the site. It shed I be ttiecontractor1s responsibility to
nut!fy the u\<fflers of the utilities or structures concerned before starting 1.Qrk.
0+00
ASSOC. GONG. Pl200. INC.-.
ECC~Ni"RIC "5Tl2Al G14T·
StDED" C0r-JE OR l=:QUAL.
OO/oJA.L..D e. STeVE=NS rz.c.e.. 11 OG,,G.
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-l>JSTALL 7 L.F. 24":
R.C.i:>. ( I :S 00 0)
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CATE.
SUPERIOr.? AVE.r-..JUE.
-A-1 'Z.10 LID
G0tJS1'". CATCl-,I BA.SIN PC:i;?
_o.c. STD. PL.ANS (1.J~•s ?IO'Z,
!>05, ::,07,) w/J--1oi:2rz. PROTECT. 5Al2. w~ r.oO• v,. 2,.05•
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C.I TY OF ... ewPORT e.eAC.H
CONST. 3C.." 1.0. PRECAST
CONG. MANHOL..t= SECT.'fJS
PE:R A550G. COt,..JC. PF20D.
OV\;0. N"? 51-JIO WITl-'
(@icot-..1ST
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4" A.C.
4 "A.C.
PAVE:-Me-NT
PAv'E:MEtJT
--
OVE:-R 14" A.5. WITH PR1ME-COAT.
0\/ER B "A.e,, WITH PRIME:
® COi,.JST. TYPE. c-e cuiae, 4 GUTTE:R Pi: R C05TA MESA STD.
COAT.
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@ CON'::>T. COMMERCIAL. DRIV!::\NAY APPROACH PE.R Nl:INPORT BEACH STD. 108-L.
@) COt,.JST. COM MERCI AL
@ CO>J.5T. CURe, INL.E-T
DRIVE:\NAY APPROAC>-1 PER COSTA ME.SA STD. 504.
5T RUCTURE PER 0.C. STD. PI.A>J5 302, :!105 { 2>07.
@CONST.
(:j) CO>JST.
4" THICJ.< P.C.C. 51DE\NAL.i.<: (1"-1CLUDE !Cot:~ 5TREET)
eARRiCAOE= PEic o.c. sro. Pl.A"-' 401. (t..= 12'-G,")
QUAtJTITY E:STI M..,.\TE:.
A. c. PAVeMeNT ..
cuece, * GUTTel'c?
COlv1M612CI AL. o,a,vevVAY·
CATCl-4 6,ASI"-'·
~G." 1.0. COPJC.. M.14. <e.SCTIONS·
AGGl2EGATE BASE
PRIME COAT
P. c_c, Si OE:Vv'AL..k: STQEET LI 8HT5
(QUA"-11' I T'i E.5
ESTIMATlf.J~
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PUfZPOSES 0,-Jl-Y.)
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APPeovEo:
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CITY 6>JGl>-JE:.E12 R.C.E. 12l:SD6 DATI:
CITY OJ:: f.,JEWPORT BEAC.1-1
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TYPICAL
SU PE; la IOF-:?
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AVeNUE
APPi<OVED:
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APP'D E:.OUAL.
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SECT10l'J DE:TAIL -Df?AI I.JAGE:
L', IN TOP OF CUR e, S':!: IJ0laTH OF'
E>.C.R. AT Tl-IE N.E. CORNER IG,i;'-
STRE:ET AND POM0I\.IA AVE-NUS..
GUTTER
ci-JGIIJEE:R:
DONALD E. STEVE"-15~ ltJC.
1028 FULLERT0>J. AVl:>JUE
IM PROVE Me NT
SUPERIOR
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STRUCTURE:
AVENUE
COSTA MESA DATUM ELEV.= B~-~2
C0':>T'A Ml:SA, CALl~0lc>J. IA (,14)G.4c.-ac:i,s
:i -"', ~-~-/ 5.W'ly F'RO.M THE INTERSE:CTION 01= 1c.,+_1, ST.
1"1 CO!'>TA ME:SA ? NE:WP0QT e,e:AC.H, CALIFORNIA.
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