S-04-1.1Al
s
Y
I'
3
z
4
w
Q
W
J
W
Alhombro Fell # -1270
Iromrond eowr per Std,
Dwg. NET 5 -1011
Grade rings
If v
1 `� C
no
Anil Ng.
Nl
Standard 48 °I.D. Manhole oittriet .0. r -a:C. 317z
Drawing N13 S - O
100 _
teen awn" . •:.. r :.: : :A
a'r. C.a Ua 19
r
% =SECTION A-A Pus Aaaaa.rt we
" 1 I Mot .8..91.101191
g1NESa1L8t1NESE12gs•
,4"Ye -- wrany
M yfli low
N'alw -'wet'
NP rw - -ee.
Itr eY - -14 v t'
A 1 •.0 nu nxsepT uuu..
In e"e
�PNLa tlHale a-\ I \11 .yI
WrtAgmn ranmu
P LAN
SECTION A -A
NOTES,
SECTION 8 -6
I -7' INYM AT win
win Ace Snw6 row t 8
wall'
NOTES .
Yu cog.
91 ga L.It
a. PmRllr maim lits esAPln hW ,e.0n NI ueasrALx LNUI a tutu n
m aim . I e e,19 s,,
m TIES[ ICaEN
I.
nanleles shall be precast castrate as manufactured
a IM ttlY -tYt •IRT ones P Itta Oda'
6119511
THr EeitO
ITATWI I -Air IT aMAll a Nice..
a t IS a• ta. AT
See WE St
by AsaKIIIH1 Controls Products, Inc_ or approveo
DETAIL -UNPAVED AREA
mold
g ee ld.t.
r.11L Rm Lst Ed
i..
Sell If IS- NIT11
m eLeNWTt n tE NYITNSrIt v/ LOUnpt a ingts
pwi.
A
if Me
A
••
2.
Concrete base mad sWb Cal Is shall pe poured in one
V. •"li
•M
Alv.la -sling
L•�
of the District .ErI411*eer 4$;hours prior to
CITY OF COSTA MESA COMMERCIAL SIDEWALK DETAILS
dperalion to Nn elevation 2" above top Of b(q.
! 110p
_
�..
8Ope
PUBLIC SERVICE OVARTWENT 11PNOVEp DATE
3.
Concrete shall be Class SLI-C-tt50
District shall be considered ubacceptable.
a.
Depth of the Channel shall equal pipe diameter for
4.
'
an sire. O( pip..
commencement of work from the Department of Streets
5.
The floor of macho Hi shall be steel 11cuelee.
6.
Steps shall be la" ride stirrup -step, 3 /4" diameter
e
5.
galvanized steel, cast -in -place at Ii" O.C.
SECTION C -C
7.
glLhole bases (lust N poured against undisturbed
may be required by the local governing. agency.
soil
6.
B.
Steps for manhole shall be placed upatrean.
9.
WSrlar for joints shall be Per Costa Mesa Sanitary
District Std. bull. NO. 5103..
all times.
G 1
COSTA MESA SANITARY DISTRICT
Approved: s•
Anil Ng.
Nl
Standard 48 °I.D. Manhole oittriet .0. r -a:C. 317z
Drawing N13 S - O
100 _
teen awn" . •:.. r :.: : :A
a'r. C.a Ua 19
r
% =SECTION A-A Pus Aaaaa.rt we
" 1 I Mot .8..91.101191
g1NESa1L8t1NESE12gs•
,4"Ye -- wrany
M yfli low
N'alw -'wet'
NP rw - -ee.
Itr eY - -14 v t'
A 1 •.0 nu nxsepT uuu..
In e"e
�PNLa tlHale a-\ I \11 .yI
A--O-j
WrtAgmn ranmu
P LAN
aMNervi .n "" ...a.I 17 mart '/"
NOTES,
PUBLIC SOVICES DEPARTMENT
l try• n.anoR 10.011 rvuL 11 nAW At ai IYrPr.0 1.0 IT I" INV OIALL
wall'
yW.e mossit.
,. ,a t r IAi ,M.TL as ... or 11• IRrtINAU.
p
- - --
91 ga L.It
a. PmRllr maim lits esAPln hW ,e.0n NI ueasrALx LNUI a tutu n
m aim . I e e,19 s,,
m TIES[ ICaEN
Uccle wTY Hatt M M Cot.
'
a IM ttlY -tYt •IRT ones P Itta Oda'
6119511
THr EeitO
ITATWI I -Air IT aMAll a Nice..
a t IS a• ta. AT
See WE St
....I cuu.
CT NAAA s Ica CO. <an urtmx a snssw ,KCmeAneRt
s. aman9 a. He
DETAIL -UNPAVED AREA
mold
g ee ld.t.
r.11L Rm Lst Ed
The sewer system thal1 c.4afore to the stan41rNe 4E(,
Sell If IS- NIT11
m eLeNWTt n tE NYITNSrIt v/ LOUnpt a ingts
Approved: qAAA6.0
R.x
if Me
pi lm, 1. me Iran.
e. .LL 1.0$90 9.4.05 I a nAaH1U WALL 09 -.it. .I1. 1 /1• NASA.., NCCR
V MtN ae
I.Ili., tYe
.9 ayawlf e10n1 N am At. G)�n'11-�
m,a SIDEWALK 1. .01109 0. dL.1r3t1A•<E III $To DW.N.411.,
V. •"li
I0.
Alv.la -sling
-
of the District .ErI411*eer 4$;hours prior to
A--O-j
WrtAgmn ranmu
P LAN
aMNervi .n "" ...a.I 17 mart '/"
NOTES,
PUBLIC SOVICES DEPARTMENT
l try• n.anoR 10.011 rvuL 11 nAW At ai IYrPr.0 1.0 IT I" INV OIALL
wall'
yW.e mossit.
,. ,a t r IAi ,M.TL as ... or 11• IRrtINAU.
p
- - --
91 ga L.It
a. PmRllr maim lits esAPln hW ,e.0n NI ueasrALx LNUI a tutu n
m aim . I e e,19 s,,
m TIES[ ICaEN
Uccle wTY Hatt M M Cot.
'
a IM ttlY -tYt •IRT ones P Itta Oda'
6119511
THr EeitO
ITATWI I -Air IT aMAll a Nice..
a t IS a• ta. AT
See WE St
....I cuu.
CT NAAA s Ica CO. <an urtmx a snssw ,KCmeAneRt
s. aman9 a. He
DETAIL -UNPAVED AREA
mold
g ee ld.t.
r.11L Rm Lst Ed
The sewer system thal1 c.4afore to the stan41rNe 4E(,
Sell If IS- NIT11
m eLeNWTt n tE NYITNSrIt v/ LOUnpt a ingts
Approved: qAAA6.0
InaaEa ul.
6 la' IKIIATtay. 011.99" taanvuu ,aeTt vn n Waste 11 40.1x0
the Costa Mesa SanitarylaiT"rict.
pi lm, 1. me Iran.
e. .LL 1.0$90 9.4.05 I a nAaH1U WALL 09 -.it. .I1. 1 /1• NASA.., NCCR
V MtN ae
I.Ili., tYe
.9 ayawlf e10n1 N am At. G)�n'11-�
m,a SIDEWALK 1. .01109 0. dL.1r3t1A•<E III $To DW.N.411.,
V. •"li
I0.
Alv.la -sling
-
of the District .ErI411*eer 4$;hours prior to
CITY OF COSTA MESA COMMERCIAL SIDEWALK DETAILS
.mc -Ug.a.
cui9llPNL_
CALIFORNIA
STD. owe. Inc.
PUBLIC SERVICE OVARTWENT 11PNOVEp DATE
1 T i 2 l
x•10 .� G/R1Z�
BACXFILL - / I I 0. D. X 1'
\/\
r'
I
BEDDING IT - 1
1�iHCRIN SHEETING OR
CALIFORNIA PER TITLE B IFO
- ULl FORMA ANIINISTRATIIT
. EVER LINE CODE.
BEDDING A - •a
• • 6" MIN.
o ' i..
BARREL OF PIPE 6El.l OF PIPE
NOTES:
I. Bedding A shall be composed of 3 /4• crushed gravel.
?. OacAfi/1 d nadelina R shall be as required by the kcal
agency standards. feckfill w /slurry wnene,er possible.
1- "X" shall be between 6 anO 8 inches and shall include tra
thickness of any shoring.
9. All trenching and bedding operations Shall be done in
conformance with the latest edition of the Standard
Specifications for Public Works Construction.
S. Structural Section Of parecent shall De replaced as required
by the local agency.
6. Applicable agency standards are City of Costa Hesa Std. No.
813; City of Newport Beach Std, 106 -L; County of Orange ENA
Std. Plan 1319.
REVISED 8/11/88
COSTA MESA SANITARY DISTRICT Approved -
TRENCHING AND BEDDING tlrmwinm Nn: 1-112
34 36 MINTED ON NO. IODON OIEARPMUTe
G
0
ling
NOTES:
I. Smaf m,v,le f,era ala cover snail be Alhavell PO , A-1270, or approve; peal.
21 CCVEB TO N SINnto 1 SEW R,
3. See Std. Pte. 5 -103 for graft ring joint detail.
t. See Std. Pte. S.ICD for Nenrole construction detail.
COSTA MESA SANITARY DISTRICT Approved:
Manhole Cover Detail
10i strict En i r- R.C.E. 31720
brOw awling Nit S-105
wE[lo1 a t cal '
1
WrtAgmn ranmu
't"aswel l
aMNervi .n "" ...a.I 17 mart '/"
A'
PUBLIC SOVICES DEPARTMENT
111 I
wall'
LN
- - --
beam r IW Le•
SEE NOTE 11
m TIES[ ICaEN
Fit
YIYI. Ue.YY1P rue
T. a' ". 00 -
w JU lose
6119511
i'
See WE St
1
DETAIL -UNPAVED AREA
SnSfING -_
rar[m.f
L
O.tf RIM
IIYI L.LI. a SLW TO LOGO flatlrs.
La' Ru11Y1 C.1. a. a uatl IN xILX[a Swnc
snuat.
I.e. mikiw
CI p01X4'aT't u m Yuma x1.14.1 a M &,Yam
rirf ire[ ERCIml Oar. C.a.b. a an Wnrnb to 8
a."- a."- To an wllyKlim r n ell, falma.
ar a mar
foR
Iwl 1let - r. a 4GIady" in set
*,is utlyAmlp a n city (NGImil.
\\ \ Lilo n, ri
- LMICACK, is
�\ \ l[35 INYI .t'
Less aT rt wmsM $ re lla
USE loch .m
Nona.
1. ALL fKAEArION Ace toeSul im WIAITI s NMU Lahr III IM M Nalia(lNif a LKlmarA...ltla a
IISYSMIK Wan w M ace, aNA TWIif MWAat. (1.A.I.C.L LAAnn f0111a1.
t. KL TNIIOIES ale M[ ne WM m DiA TO EXISTING w r.W,$MWS Hmlelm ALL INEUSECTIN
EAOSslml. ALL LaNG:MIWL, mart It M $MT can 1.5, W.M. fee a M Gina a NI II
ME BITTER llsiaa3ie lie a"N LEtl i n Lau l'ma•lIts, muN r3 L- 1:PIy1 mblf{ "(la of Sns ,•Y
SAIJIL O will Klein. C.A.S., a C.F.E. a K ISrafuswpc(I[h', kWLY. W oche CONGlllaf 0Kl u
3. "ILL M n 9110 mnenl SHALL Celia" 70 saytila 3e$ -14 W STANDARD SMClfiullw Ire
YLIC eYS tatfENlla hurts, nnra1. OCDE THAT tat YISM « IKIR umNTla $MKI a Rwlab
Elul. M n.MN aLTla r 0.6- Ella. WITH w1 e(Nn[0 IN nee nee eel. a Ire was" Sao(.
I. W Allen=$ TO KWv pat mM CLASS IWL -la SM-CIW.I RWI.
1. ALL A.C. mrLWfm t UWIU$ A Mot Ca, a UISTSW EbaEt w I NK cal 0 Ix( YIACf.
i.
ALL oche a mall n M ell, a can mP ."EK I.IS Ta "Lx. fKaNfla- AnMaO RMn.
I. Ilia 10 ILKING SAWILL M (III w COSTA ma EXIORIK DIMIN la UNING InNCTION.
t. M WIL of a SW NT a . [ A
AC . SMKL t ff4lof, tt(M Lim KUI,IY( 10 1x1 (Ill LMllfe.
I. west A.C. [KEEN 0.6' IN NIPM11. Koran PA,MAI REPLACEMENT IAYI ICO1110 NOUN nil IE SICCI.
rem if M oil, (Holmes.
10. Ills TO PERFMIm MT 304 a of MLIC Ilai -a -Wr, I Meel 4111 N 01111110 M1a IK LII, R
COSTA Mt{A NOLSEU a DIVISION.
If. a ALL HImNAl1 CNN a THE Mine PLAN a AIDI.IS, V.I'•I' SHALL 11 a A sou Wrl,,A, to KCON-
WiNK A Stu•nmELLIS STEEL Sato.
11. MIS Sfe0M0 cal APKV 10 ALL OTILIII CATS IN M MLI( 1101- 0-W.ar.
C.A.S.: CKNV# Mataff mt As I[. SNSfC,IO 2ee -3 a IN $10000 SIVIII(MON1
C.N.S.: GNAW mlKnLAmaS UK
EvurO a -" -ea
CITY OF COSTA MESA
CALIFORNIA
TRENCHING DETAIL
't"aswel l
aMNervi .n "" ...a.I 17 mart '/"
813
PUBLIC SOVICES DEPARTMENT
CDNCREre(W /REaAR WHEN HUTED BELOW)
d TRENCH LIMITS
DISTANCE AS Now D1STANCF. AS
REQUIRED BY REQUIRED BY
INSPECTOR. INSPECTOR.-
' -- �„-v�r:•'�. -:
CLEARANCE 3/4" GRAVEL
', . ' . <•
EXISTING SEWER LINE
IF CLEARANCE IS 8" TO 18 ", USE 4" CONCRETE SLAB OVER 411 OF 3/4" GRAVEL.
IF CLEARANCE. IS LESS THAN 811, USE CONCRETF. SUB W/ REBAR OVER 3/4" GRAVEL
AS REQUIRED BY INSPECTOR.
CASE I
REPI.ACF. 611 UI; 3" VCP W /DIP (SET. NOTF 4)
JOIN EXISTING W /RAND SEAT. REPAI I; COUPLING
6" I ST I NG
CUNCRt CF CRADLE :I'ILN 6" OR A'
F.X15TT11C CLEARANCE IS LESS VCP.
6" UN B" THAN 6 ".
SEWER
I' MIN'. CLEARANCE
1' MIN. - L ' 11 MIN.
SET. INSPECTOR
New S.D. 'USE. THIS CONCRFTF. New FOR SUPPORT
CRADLE. WHEN SEWER S.D. RFQUI REMENTS
1S RESTING DIRFCTL't IF C.I.F.ARANCE
ON STORM DRAIN. IS CRKAIF:N
CLEARANCE. 6" OR LESS. THAN 6 ".
CLEARANCE CCCATER THAN 6 ".
CASE II CASE Ili
Notes
1• For use in conjunction viLh scorn drain construction in the vicinity
of sewer Linas to prevent damage In sewer during b- ckfill operative.
2. This aCandsrel does not meet the State Department of Ilcal Ch regelre-
ments for sewer and Water CrossihX.
3. Case III may be used with the cOnetruction of new water mail, with
prior approval of District Engineer.
4, 10" VCP or larger to be protected in place per inspector requiro-
mencs.
S. Concrete &:hall Ic Clerr 12n- C -2n00.
COSTA MESA SANITARY DISTRICT Approved:
SEWER -STORM DRAIN CROSSING Distrid ' Engineer R.G.
PLANS FOR CONSTRUCTION OF
SEWER MAIN AT
SOUTH COAST DR. & HYLAND AVEJ FARMERS INSURANCE
COSTA MESA, CA,
3333 I-VYL AND Atl
NOTICE TO CONTRACTORS
The existence and location of any underground utility pipes or structures shown on these
plans are obtained by a search of the available records and/or field observation. To the
Best of our knowledge there are no existing utilities except as shown on these plans.
The contractor is required to take due precautionary measures to protect the utility lines
shown and any other lines not of record or not shown on these plans.
ORANGE COUNTY FLOOD CONTROL DISTRICT .
All materials used and work within the flood control district right of way shall conform
with district's standard specifications and to the provisions of the construction permit
granted by district. Contractor shall maintain a copy of said permit, specifications and
stamped plans on the job sites. Use of district property and conformance with the above
shall be subject to inspection and control by district's duly assigned inspector whose
interpretation and decisions shall be final.
ESTIMATED QUANTITY
L.8.tt._V- C.P....SewerMain.__ __.. l.tt3 _L: -- ._.......
_2.- Standard.Manhole _ A .. ____
1I.-Aggregate. Bedding
69457RA?`720AI D,7 Z)Wy Slld4 Con.,yt
W /Tit yDa•.�, a. �S1•y'
.NAb YAa1N.r TON�a9 rtJYt �I. -
m we a$- rt•mawf aAa ji -�haPU rr�ga
CALM M.e
set salts 1
t
_01weM MAN
VMS,
.e e
a M ■
.OaT
a
i iwM
a
�� t•s.m.r wlma AW,.n I
A -01
01WEWnalsl _ _
ANN
I MORE
••10'.lL -HEAAs. r. Se,
�AN
W-I t'YWM'Y•.I.O YL sN%4 lebr1
111 I
a. r roe s• swa .•sr.
LN
e. t' lW.
t1.r"N"'Ti
Men "amt
v. t' al "*N
not 0e r poop.
❑EMI
YIYI. Ue.YY1P rue
T. a' ". 00 -
a V.
6119511
i'
r• Lr
CITY OF COSTA MESA
DRIVEWAY APPROACH-TYPE II
ANN
I MORE
CALnURNIA
• • r 1-
plug
111 I
M. eta ma
MwAC &rahm DEPARfUCMT
ANROwEO
.514
I'll,
Re 14 It 6 10
N
faille
si t:F.
AW 4 1
.a 1.
• t• LAA-a .*..It -� WE
,�
axes M La. n.. A.. era
1 M ra.lt. $LJw"..
TYPEuC1`CURB 5 GUTTER9�R
I
muaD Pam I .,
wn.a
• I
RI 1 r
T'1^- I
1
i e
va>
~1' LNNMO .WLYIL ,.LL
dWei w
Lac WEN uN 111 ..ease be I.A. L n n, 1.a w.n.
TYPE1r•B"CURS 9 GUTTER
NOTES:
I. 4i EXPANSION JOINTS SMALL WE PLACED AT SO INTERVALS AND AT ALL SCIL'S FMCS AND 1/02, WEAR D MANE M PLASTIC• CONTAOL JOINTS SMALL BE PLACED AT 10' INTERVALS, FOR
t CEONCAET'EwSMALL BE NO•C 22500 PER "RENT (aTMON W STANDARD SPECNICATIONE MR PUSUC WORKS
CONSTRUCTION SEC. 701 -1.1. t.
3. SMDRAOr RELATIVE COMPACTION SMALL NOT w LEES I." W •le
CITY OF COSTA MESA TYPE NCD CURB B GUTTER `HNAN Y
Yf
OILIFORNIA SCALE NOME
no 0". NC
MUC MICE$ DEPARTMENT 3 1 2
1 1 J 1 L
C17Y Or COBTA TECBA
OEUIDELINLa ran TRLNCN 91CAVATION
AS BE== BY a= OD. 1D. JLL
1. A trench is defined as an excavation In which the depth is
greater ta•n the width of the bottom of the excavation.
All trench excavation and related mark shell eenforS to
Subsection 306 -1 of the current edition or the rand rd
reillwtion uRlic wort a non If an
pee r■ On M a Ytt • • e �'e cwt r
a. Nulsum length of open trench shall be 200 Seat or the
distance neeeseaey, to aCOOmsodate the amount of ppups,
able to bow installed In a single day, whichever is
greater.
le. before saolsysting any trench, five Ever or tor• in depth,
the eontrs'Ctsr /Hmd
Stte, Shall Submit to the City a.
detailed pilan showing the fission of shoring, brae Lnq,
Voineties..otTAlspPlansbust a to sp y with for
thetrqutrnent■
Of the stalte of California DDastrvatlon .befi1t, orafrs
Article d, section IS40, i aW a -p an war fro,
shoring Syetos Standards, it shall be prepared by.a
registered Civil engineer. The plan will be reviewed
by the City prior to the commanNNnt Of excavation by
the contractor /persittee.
e. Prior to Cewpnaing work on this project, the eontrgetor/
permitting shall submit to the Clog for approval &. lass
and schedoNg or construction while h will allow the least
InCOAwenllmce to the public and /or Resident Utility
Utility
trenches avast be baekfilled and eesp*&tod er covered
with steel Plate& as that all residents will hove access
to their deivow&ys prior to eontreetor/ persltte• isms"
Ling job gigs each day. All trenches deeper than 0.1
root in roadway aunt be Covered with steal plate$ Or
fenced,*& retermlned by the City, when left overnight.
All plat*& 41111111111 be Placed end secured against displace-
ment In oomformance with the Rrovision, of the -Work
Area Traffilc Control ■■ndblsok published by building
Nm, Inc., latest edition thereof.
2. bedding . ■Ceri•1 which supports the Conduit shall extend a
of 1.0 Eoet above the conduit niter denslfld■tion.
3. prior to baakffllling.of the trench by the contractor/
persittee, the proposed beckilll material must be approved
by the City. When Iraq little the eontr■ctor /rPemittea shall.
provide the city With a certificate of sum lionce'from
soils testing Saborstory approved by the City.. .
Own required by ale City, Lit• •hall be pod -an all pwcpnnd tfcyfill
material to wmra mAtf mnplianga with City rpuizwtrits. Artymetal,ial
that rails arsits testing in subject to removal and disposal at the expose
of the C tractcr/Vwmittm.
4. As statai on the Standard 1131 bwYfill and Laddfag [materials ahsll have a
mad aqufvalent (S.E.) u determinist by Test Nethlod No. Calif. 217 arAS shall
be dwified t0 a Imir L relative acclimation of 90 percent (95 percent
its Car of mdpara7mph N below) by the use of machwAa l talpas, rollers,
used br&a d gai��tl by the Cill •stawima tl'Pe Rtiphmt -hall mt he without prim city �
duit or pips is aWw than rairif II C*mr@ e as se sdw rest by
the public utility' specified by
eaed i glifts m hatarfal for lrefanican s ecified i
lacldill hall 4 1placd in lifts rot wnSlldin9 tildoeaaes as specified in
mabowtim 306 - 1.31.2 Of the Standard 9pecificatims for the type of equils mi,
used.
a. Testing of tackfiiu wtwmi -tau m perlutu.0 uy l.a ..•.,,.....- __.
so required g' the City to eeue unifoot dweifimtim. Aptxwal Of the
test results for barxfill material -hall b seemed free W City prior to
n(pensefof cut /p sit�tm. All Late stall be pr[osllad at
the b. Nlsre trench wX atien occarrit within arixtig pavwn t, the following
emditiona stall sipplyt
(1) The Segall 0.5 feet of sulrlrade and the st.IW.MiI section be den stifld
to a mU dare welatiw capctim Of 95 potent. Ttr ruminirg tact -
fill dell ben dwifisd to a min)nm relative eompae'tim of 90t.
(2) An trwrk" isddeh sn .t'rartsvarw cr diagonal to eElstilg $Create a'
are within cal intarowtim hall be bwUilld with Class 100 -Pr100
und-Calwnt -slurry. Wen longitudinal tranehing is j+r'Oposd Seam =to
and puttees, this tall* of the ts: - &hall cot to within 1.5 feet n:
the edge of gNtbw (or edge of Climb if share is may gutter) if the
trwleh is In *thin street, r»r within 1.5 feet of the back of Curb it
the trench is in the Pri%RY, trim prire approval in Obtained fm
the City. II trench &alb& 1.5 fact cc closes to W 111090 of gutter
(or Gaga of mrb if these is ro outtae) are approved by the City, Ulan
Lim trach stall be baeldill.d with Claw 100 -UOO owd-osna t alutry.
(3) "Tar existing pwwent shall be cut an all aid" 0.5 to 1.0 fact wider
then the trowel width (u requftd by City Standard Drawing Deb. 8131.
VBen the edge of sristim p eront is so Cwt, all existing yavwwnq ne-
twawl the ailing of the cut ad the gutter Ball be rwovW if it is' -as
than 2.0 fact in utifonn width. Ala edges of ream *UUGW pevlp!p=
shall be straight ad Uniform. If the Omtrwt0r/Penaittac d=m to
ugly a "pavement breaker" for smirking the initial lilts of trench w-:
traffic f� passi [I veer the iirdwnLtian the pavommt a�we��c
s
etas iwdiately dj■,mat to any exmvation, such barricdim "' It
traffic closure, h0weuse, chi Comply with cantr&ct✓p fit traffic
requirenwts, sad rqt constitute additional C1OWM- Prior anif&Cilq
agent ofd other debris shell b d
immdiately rwow•
of the t al the swi.ati ng pwngnaft shell be wt u Wwifid above.
Any barricading shall aonfoan to City traffic regairwwlts ad pro.
visions of the "hbrk Area Tretfio Omtrol ma dtroclt'.
(u Trench resurfacing hell match W +fisting &tract atria"' material
(A.C. Of P.C.C.) end shall be 0.1 foot thicker than existing pa cot.
The Illillime thidw"*a of rewufac matari&1+ Nall oodam
tG O a
I I Ode1119R e4vigen Out stOtw an the I
I City of C deco me" Neater Plan of I
fin )are
I i
0.35 foot A.C. or P.C.C. I 0.50 foot A.C. � P.C.C. over - I
I 0.65 foot crul ed Aggregate 1 1.00 foot Cmhd 191E+9aL e.w I
I Be" I
or I
I � I I
I 0.35 foot A.C. or P.C,C. I 0.35 foot A.C. or P.C.C. over I
Cher Class 100 -E-100 Sara- I class 100 -E-300 saM-t>ofent slurry
prone slurry 1 )
(5) If temporary• asphalt cOnavL Pavement is placed in any
PRv t marl, it shall be maintained frac of holco, ruts
or otter fail1w". •!trig tavcry p mint Ball be removed and disposal CE, and pGm nmt asphalt t1tt11Ctetf placed within '
A period of flat rocking days or an otherwise Appre nd for public
utility carpwd", following the placement of W twpmuy
Paveramt. After reoval of telpor y pBVwCmt and prior to
l*p I to game, asphalt w atrface of the asbgrada,
algac of adjacent pvemtwft Shall be
alnlrwd by glee City. Thla aufa shall to taetaVLesp&cLd
for oO:4BCtiaan, elevation. Sliminess uniformity, send it hall be
firm, hard mad Unyielding- The edges of pavwwnt stall he inn- '
apsCW far width, straightarss, and pauper tack cost.
(6) If the amtr atcr/pmdttm F,,p wo to open a atrmt to traffic
after Pemwertt &W-It OM-vte (base Course) hell beat installed
in the tltrchh, last prior to installation of the final paysswnt
L mI the Senegal shehi be amfntaLad in wnch in manse that
no"* 1. fail X and atSUgt true in ela•wUm .11 ,,c
emu. The =tra:tor/plwdttac stall obtain apswal from the
City prior to OpwdM the street to traffic within the liauts of
the 'permitted Work.
(7) The final pewwaaat 00 w WLl be asd& in each • I:maar that it
will Ell, flamenco and coacrm on
with the i tilg street w1:tace. F Th.
contractor /pwffdttes shall obtain approval from the City prior to
placing the final paverlt lae,,w.
The City guides Indio for testing backfill material are as followaf
a. Prior to trwwh wmwtlm, the graRlstian mad equivalence (S.E.),
and ra]atiw mlpbtfan Lv[Ve of the pr 0po&al pa.kfill notarial
Ball be (at-•II umd alyd a certificate of eaplDAmb from a City
alwovd souls testing laboratory Ball be wbmmitted to the City.
The City may require adiitiraal testing at the bibam of the
d tracwr /pemdtw to media fmifco m oW llamg and myL accept
or reject that material taggd Upon such 'tealtiM. Unsuirable material
as dete"Ningen by the City "IT be rallovd from the site at the ex-
pense of the IfWitrictor /peaniltee, .
b. Relative 00%mc'tim tests shall be p.rfornrlf at intwvala not w-
L•esding 200 cwt in lwgth and 7.0 foot in dE,pth. Any material that
fails a ote p sctim test shall be recOTlpactd or removed to limits
deteminad le r the City. - -
6. larrimdes mad traffic control shall b perfor d W the 1vock
Arco Tr■ffic Cntrcl HardsoWd" published by butlddiag Naas, Inc-,
latest ditian thereof.
7. Any Panamint traffic striping ramified or oblitaratd dams to amt.
rwW/pentdttw cpnticm hall be replaced by W mftraeo r/
Puwdttm immediately fCvPting final Pving/potaldn9, to the to tom
isfaction of the City. The Owttrwtor /W=tttco shall abb, prmlde
tom=e 7 Povrfwet amradnw dtsing mcetrvetun %#m •w9ftirea by the
CT an city Laetnt" the =its,ctce th U restating aly renown
requirtl by the gwciftmtiom. ..
Dotal
DLZO& w.of Public servimx/
CLty Etipihlsar
Finished surface
- \
i
I
Alhambra Peril. frame
and corer A -1240
•t�
t
I
plug
111 I
L
NOTES: ! 2Ei�____,_sauare..
1
Da
1. In p.ad areas MCaslm,.t of else, Tut
_ground I _
not 0e r poop.
❑EMI
CMSD STANDARD SEWER NOTES 11' I..
.. -0V71 YIaIY C14S0, a0Y90AIT 1% l9nlet-
IWIOt Arftatl FAWI DISTRICT f46IWUt
_
i'
ri
1
DETAIL -UNPAVED AREA
I.
The sewer system thal1 c.4afore to the stan41rNe 4E(,
at •
Approved: qAAA6.0
Clean Out
the Costa Mesa SanitarylaiT"rict.
WE$ MO•C'SISO CNLn6
2.
Contrtaetar shall request fRspecttAn from the l6fficol
Std.'Wyi branch
-
of the District .ErI411*eer 4$;hours prior to
Comnencem nt of wort. ' Re ITS— re; (714) 631 -1131.
3.
Any work 'performed wr,thaut inspection from tha.
District shall be considered ubacceptable.
4.
Contractor shal l obtai•n'CM'SD seNar.permit prior to
commencement of work from the Department of Streets
and Sanitation, City of.Cesta Mesa, 77 Fair Drive.
Telephone: (7141 754+531!x.'
5.
Contractor shall obtain all necessary permits that
;
may be required by the local governing. agency.
6.
Contractor to have a co*.6Lf approved, sewer plan and
CMSD Standard Pl2ns and Specifications on job site at
all times.
7.
"Clay pipe joints shall be Type "G" mechanical
compression joints for main line sewer. Type "Dow`
Joints, Band -Seal of approved equal, are approved for
laterals and repair work only.
8.
6" laterals shall be constructed from the sewer main
I
to every lot.
9.
Al laterals shall be placed prior to surfacing of
j
Streets. '
10.
Stamp "S" on curb at sewer lateral locations.
11.
Sewer main shall be air or water tested meeting
District Engineer's approval.
12.
Prior to asphalt concrete paving., manhole frames and
i.
covers shall be left 6e below finish grade. After
street surfacing is completed, frames and covers
shall be raised to grade per Std. Chig. No. S -105.
13.
Sewer manhole from and cover shall be Alhambra
Foundry A -1270, or approved equal. Cover to be
1
stamped 'SEWER'.
14.
Sewer main shat 1 be balled after all manhole frames
'
and covers have been raised to grade.
1S.
PVC pipe may be used only with prior approval from
the District Engineer.
16.
If minimum separation distance between sewer and
water -main is not* met, special construction
requirements are to 'be used per Std. Dwg. No. S- 110 -A,
or S- 110 -B.
11.
Developer is responsible for replacing any existing
laterals not found in field or found to be defective.
18.
All trench excavation and pipe bedding shall be done
per Std. Ding. No. S -112.
Finished surface
- \
i
I
Alhambra Peril. frame
and corer A -1240
•t�
t
I
plug
111 I
L
NOTES: ! 2Ei�____,_sauare..
1
Da
1. In p.ad areas MCaslm,.t of else, Tut
_ground I _
not 0e r poop.
❑EMI
LUH N
c gp•C:7typpUL N
.. -0V71 YIaIY C14S0, a0Y90AIT 1% l9nlet-
IWIOt Arftatl FAWI DISTRICT f46IWUt
_
i'
8" V.C.P. sewer
DETAIL -UNPAVED AREA
Slei band
at •
Approved: qAAA6.0
Clean Out
WE$ MO•C'SISO CNLn6
Drawing Nt: $ -)
Std.'Wyi branch
-
,
I.,
CITY OF COSTA MESA
Public Services yep #J
Engineering Division Approval
For improvementsiocated 'Witklirrpabliceight
of way or i�easermmts,- an,enemchment
perrrnt Is1 rdglutsd or to the start• of -work.,
P ., .:need �- `�f'� - -
Costa Mesa Sanitary Dlstrie h9�G /1Art %1,
>>''� j Imo• 41W ,60alil
!0 1? p1
Dis c E ear�i�! $�
Date h. -.,,t
I clip,
i
I
sewer main
I
I
plug
111 I
1211
min.
NOTES: ! 2Ei�____,_sauare..
1
1. In p.ad areas MCaslm,.t of else, Tut
_ground I _
not 0e r poop.
❑EMI
LUH N
c gp•C:7typpUL N
.. -0V71 YIaIY C14S0, a0Y90AIT 1% l9nlet-
IWIOt Arftatl FAWI DISTRICT f46IWUt
DATL'
DETAIL -UNPAVED AREA
COSTA MESA SANITARY DISTRICT
at •
Approved: qAAA6.0
Clean Out
- R
District En lnB•r. C.E. 17
Drawing Nt: $ -)
,
I.,
CITY OF COSTA MESA
Public Services yep #J
Engineering Division Approval
For improvementsiocated 'Witklirrpabliceight
of way or i�easermmts,- an,enemchment
perrrnt Is1 rdglutsd or to the start• of -work.,
P ., .:need �- `�f'� - -
Costa Mesa Sanitary Dlstrie h9�G /1Art %1,
>>''� j Imo• 41W ,60alil
!0 1? p1
Dis c E ear�i�! $�
Date h. -.,,t
I clip,
'sl IN, Flt``
'AVPINOVeA SIY
�'DRAWesv
1 r
DATL'
I
I