HomeMy WebLinkAboutHenson Construction Company - 1970-03-16 (5)0
r
Pl�'!R,,�A�Y+j�!� OrMrMR`!'!1!!F�`2•.'!F�"*"'r'. VMiMir.+r .w.•wr•wh•••!N /.+
1 `
CITY OF HUNiTING'rON BEACH, CALIFCRNIA BID SUMMMY SHEET FOR:�R�
BI%a OPENED .''y. j.Y..19 ? ENGINEER'S ESTIMATE$ ✓'�'� �` � ' �' CC 0-
It
E I D D E H :�
�L ! �� � ,�
.� y.1 C�%-
%/�
jwus
i
r r
.�%�:� 16/i� l�
�.,.
•�
ITEM OF WORK
" /r, la it . , , !� r '
unfit
Unit
ac�
Price
eV
Amount
Price
Amount
Price
Price
Amount
Price
Amount
Price
Amount
i
1
I` Ji4
%
I
#w•�Yi
��� iw..�•I..�llLW.���lY�1�,w..�.��
T
.+ .w-�. �•ill�llla. Y� w � ..�.... �n�rww.•a..._... w.a.w.\raa •..... .....+a. wry.,_1ria..wN..trt.•.fF,.•..1..-•�..�•.__�-aw...-.FEW. r+. _ w-a�•i..ti .—.�1w _.•.�
•
t _ y tr 1 ► .a �., �i *R» ,4... 4 HsN''4,►+.F., r y., . k r4�, •p.,.M',.5y+✓ ! +rr A.+�'
~^�'.}.y4'll•+w+�+t#r;.era: • i4'' '�" .z' Z+ it i'�+r •v, �.'�ir•■�aiM:•v, d.r Av.'JFr y y _ +
+
ti
wig I jig
wav
■ \ _. '�
-t^�'^r-��•.•rrir---'.* �r ... .�- ti... ..� +., ._ w+,�� '-"--�_T�-:�-�._.._;,,,�_.- �_....f.-.r�-"r^r.��F+ r +-• _>��'�#7'�--- •. _. �._--
r
4.
r �
1ITEM !MOP MOMOMMM
+
0416C-" 'EMM't,
mo
i , A
Mm 0 0 m
mm omm
+ IF •, 1
i ..
416
YI
{ f.Y
I • l ■
u.. n•..• rrG+i--,...r..�.s.. •,M __ "•M•r4 n�rL,.�-r��- +,�.rWyl+ ` ..:y.�.iYY.,++ i_,._._ � ■,yy��,+,.�M-�+.,.�,�t .. .r,.rlriy{n�r.�r..�►4.-rr, _ �r.�.�t:r_�.. Y.r•F.t Y-i'I-r.v-.�..�._ -.ram.-i. ,_..�.•.:-r;r..-.... �.r.�'�il ar.,r. ram#. L,r..4.t .i� +yy�-�`� w.+�v� �. �Y+ ��-.+� ..Y. .�_�.�'_ ..r. 'ar�'�
yl. •�}• H/, :F ,� �.}�' � , - n �� .� - .•a + N .�,. n*�T+_■.S -. �.., r�x y., }.�s.. �,•6 ��_ �: ■.-_r .� r. r,r , tij. ,, .,,.`: ,+,_rA•^ -... � '+fir. ,.tom ,. •. a......A r._ _. _. y. � - .��.�.�.�t, -_'*, ..MS.� ,-..�--r,. ..." � i rI
Y
11a ,A re .r BID $WwARi Um
+mow
P• N • w • • _ . . • . •aM irrrF w1. _.lY�.irYl�..
�
1
0
MAI 30 - ANDW
opt
1
w, - AMEltICAN PIPE AND CONSTI�UC'C1+�N1
AZUSA
r
M. D. BURKE '
r' EL MONTE
•a • - .. _ .. -• . ...- .. T - . ....� ...-.•w+r.rw�s� ++rlr.r�► ..�.••.n • ....r.,r..... wi..�.+...i�.+.+�1..+. .r..+�+s�..0
HYRON L,r COUME
t SANT FE SPRING$
i IYI�Y.a•ii•r� wr�,�, .riiwrwl'.-,..+.s+..r•._a w...+.—arw+wi..a..�,111i1. Y�I...�wY.�•� .....ua fwA•.
C'EORGE DtX0VICH COMPANY
ARCADIA
R. A Lo SEWERS - $ELL^LOWER ✓r�_.r _.. -+.r mow• •w..... , �_, a .. _. r,_...•. ..._s..a.-... w.w +r.. r�L ,r•w.r.wrw+.J,Y�.�.,
3 WILLIAM J. DEZAROV
LOS ALA14ITOS f 2 �
{ _w..+ .. • - {.. . v ., y. r •1•w!R «, I.a !•w....�....�Ir ..io�W,..,, ��..wr. M1►. W •� .i•ar .+Y•ii�i•wrw•..w•ili•+ r
}
DUANES CON"PR,ICTORS
.. VUKAFOVICH �.
1.Y. b..uw..•• ..y •w . •.... . • . • .. •. • a .N• •wa. . - wN •A.. .++•. w.t..•r r w ...Y .a/i ... •. w... r....wVwi�i1-ram. Am {rw�•wwr.w wM•. ++••. .w-gYVJ•r.r.
Y !
�I[ijy ROHERT L. FARMER �
( ` FOUNTAIN VALLEY'�
' rY. .. ... . a .. .. f. a -.w.«R. •'iilaY+r rI N4.-:•.at+a! r{•.._ Ia�R::•�.i. 7
LARK CONSTRUCTION
t LONG BEACH
� _ _ .- - .. . -a.•, • ...r .-.+ ••r.rw.a ....-..•�•H�i#w1�1wl+q+-�.Ni.•r+lY ...a_r.t[1rI�.+Y.Yi '"`�+I��l•4. wiwLr.�lcrc-.
,
i r MUNIZ PLPELINE
j HUt l.INGTON BEACH
„�• . . _ .. a... _. _ �. .. ...... . _ . _ _ . �.. ... _ i... ' - .....w .+ •••a ....�. rw.i •...r..,w....wr_. a.—.ww. r....... i.. r., ..r .........r..r..-�,i
i MkMCURY COAPANY
f EL MONTE
• 1
1 •.. • . . _ . • a ..w . . • _ . .+.. ... .. .. .. . _ .. ... ... . . a • ��•sai+. •� .,.,., r . ... .... •.. . •w w • . . • ww+wai ti-., r.ri....-wY LarwMiru. • 1
SOKOL CONSTRUC20N
SAN GADRtrL
76
,.
i
I J. L. sCOTT � h/'•�
ANAHEIM 1 %j ~- e o
7='I"
.a
�['�__._`. "'.•�. ` .w.a.*w {whi•i. T" 4•w•lir.a�w �wwwF.,l l ■ awwwy - - - y.w-r• s.w�.w�• •iw.wiww,..'W�i. w�..��1 ��.wir.
.. ,yes
Affidave"t of bffcadon
as5!rZf""
har, %teat +�* sworn an Oath, ray@: That he Is a
�ltlsett ..' Ited iiltatds, MW J* ap of twwriy-ct1C roan.
'drat he is the printer aed publisher of the Hu»tlraton llleaab
Nevis, a weekly mwopaper of ginem! aim-ulatim pr itid and pub.
lished in H1.1:1014104 DOWN, Colifomik AM ChwAtod In the rafd
Count• of Onewe seed *hwA m and publIeW for the disrurr =tkm
of local artd other sews of a p ;4ral d%ruter, and has a bona fide
s0scripticai flat -t payft subscribeuw ►mod pap* her been
n, blirhad in California,
d State
established, prhio athe of and
County of Oranjo, for at least rm year next b+tfbnt the publication
of the tint insertion of this r*..of; Arid t11te said nmpaper is not
devoted tt, the interest of, or WbUshed for tine entertainment of any
particular class, professlM trade, eallint, raoe or dsnw9patim or
any number thetrrof,
The Huntington Beads Now wAi adjudicated a N" jrAwspaper
of general circulation by Iudp 0, K. scovel in tue Superior Ctrt
of Orange Catluty, Califortr;er August 27th, IM by order No. A-M.
}
That the NQ2T0Z INVITING SLUZD HIDE
of which the anrmted is a painted copy, was publi" in said am.
paper at. least Two Issues
corna*ncitrp from the 12%h A,y or rebruary
19 —y and ending on the w -2 9 t `day ap February
19 Z0 i eth days incltuive, wid as often durfag said period as d
;
times of publication as saki paper was regularly issued, and in the
t
tguisr and entire issue of WO newspaper proper, and not in a
supplement, and mdd notice was published therein on the follawi.'rg
dates, to -wit:
February 12, February 19, 1970
—
F
,
/ 1 Fublisher
Subcribed and swor6%to before me this %� _ day of
w m
y�a�r�w
nHun
�nof
ArL
flit Votary Public
' tier►
O
• , j ranges County, Callfti: Na
`
,�aaftY&
.
� A4
r
f
O��� D 11
Y. LN IE
' d= MARY FUBiLIC • CALIFORNIA
; � bw+�r
My Commission Expires .13p4. 12, 1970
' ,'�'�'�'i�*y�.,. •! , .:, ,,l.�., � 'T'"y ' M•�• S;. r• p fr ' )f44,'' Y,. • ..,�, T 'x '.r +�4, �!' • � i
.r:7 _ : , c ,■1;,w4' t. IY ';t„A� :r si P'S i '�. �:5 1t .,,' i�•r'7..1 r Y •4 4' f';� i , •� i �'}ti S ,+ �+,.�'n „Y �; �.;.. :,r ' e Y y.
' '•', � � . , .. Iry a 1." � .. i .. x ,
1
1
`
tl
1
1
�s�I�ry , '91LI �D _e; N
FM ra COMMCUON A OEM MA= AND
APPZ1Mt'iNAlICES to i mme Wsm
A'fE M TO P�"�fiRCE BMU p PEASE MW
170, "Wm.-'ZJ On= S'1'MIT TO "SS EAST Or
B .S.! CHICA SUM AND IN MILO STREET
nOK MM $"XXT TO 1701 V95MLY. ALL
IN TO CYTY OF MWIN" UACU,j CALIFME'tl'A,
0
Notice Is hereby given that the City Council ;;f the City of HuntingtoU
Beach, California will receive sealed bids for the coustruc: --lon of ;r sir
main and appurtenances in Green Street, Warues Avenue to Pearce Street, Pearce
Street 1701 west of Green Street to 4831 east of Bola& Chic& Street and in
Milo Street frrm Green Street to 1701 westerly, all in the City of Huntington
Beach, California, in accordance with the plans and specifications and
special provisions now on file in the office of thu Director of Public VlArks
on or after February 16, 1970. A charge of $5.00, not refundable, wail be
required for each set of specifications any 3ccompanyinS drawl.%ts.
DIREC`roa OF PUBLIC WOPKS ESTIM&TE
WORN ITEM QUANTUY
8" V.O. P. 20658 lin. f t.
Manholes i '2%rh
Cleanout 3 eazh
In accordance with the provisions of Sectioa 1i:T of the :Labor Code, the
City Council of the City of Huntington Beach, has ascertained the general
prevailing rate of wage.3, applicable to the work to 'be done, by Resoluticu
No. 3020 adopted by the City Council of the City of H.-mtisagton Death on July
7 j 1969, copies of which are on file at the office of the Director of Public
Works of the City of Huntington Beach, California.
Plans and specifications W%etbar with proposal form may bi obtained at
the office of the Director of Public Works, 1,1.ty Hstll, Huntington Desch,
California.
ale
h �+T�
..may . -..- .-... _ . «.. ..... _ a . i ry xT ,r,; t'•���'.,.A'—'., u, ";� T'� ! r t' i►. .
\ 1�
SPY. "_qmp '
f
�,' �—_— ... ..... »...... �..�.......... .� ...
--_ - �..�.�.�.•+�rf/w,•�..w.Yn��rwrr
.ww �tiw+.+`..�s..� ....._.�...... +w•.�ta...+.,. .«. ._.. u.... ..... ... .. .
.;* bid will be received unless it is owde ou a blank fom fu=Lshed by
the Director of Public Wotrks. The special attention of prospective bidders
Ls tailed to the proposal requirements, art'forth is the specificstions,
for full dirse ; tlons as to the biddinge
the foregoing quantities are approximate onlyo being given as a basis
for the comparison of bids, and the City of Huntington beach does not,
express ox by implication agree that the actual mount of work will correspond
therewith but reserves the right to increase or decrease the mount or any
class or portion of the work, as may be deemed necessary or expedient by the
Director of Public Works.
• r Y
Y.
. .... .r+v+ •Alk
All bids will be compared ov the basis of the Director of Public Works
estimate of the quantities of work to be drone.
No bid will by accdptad from a contractor who is not licensed La actor/lance
with the law, under the provisi;+ns of Chapter 791, Statutes of 1929, as
emended or Chapter ?7, Statutes of 19397 as amended, or t.� wham a prokocal
form has not be€n issued by the City of Huntington Beach.
Each bi, shall be made out on a form to be obtaiurad at the office of the
Director of Public Works, City Hall, Huntington Beata, California; shell be
sealed and filed with the City Clerk at 520 Pecan Street, of said City on -:�r
before 9t00 A.M. o-- march 2, 1970 and shall be opened by a committee composed
of the City Clerk, the City Attorney and Director of Public Works in the
Administrative Conference R: +om at 9i00 A.N., or as soon there&fter as possible,
and the result3 if said bidding will be reported to the City Council of said
City of Huntington Brach at their regular meeting to be held on Monday the
2nd d&y of Morchr 1970, at the hour of 400 P.N. in the Council C*,uAWrs
In tha City Hall of (maid City ar Huntington Beach and shall be acted upon
by said C+ cy Council at the said regular neteting of March 2f 1970.
w2-
•
E
,.i•;,rt •,. ;� , a .1 ... Mi o i i w.M'�'iy'V•':' �''.! r.'q'd= „y`�:.iH H '
Z.,
M T19
F 7,� Ax.
.1� lid)
"170
f
Id. Ad I
IT,
pow
L
4,
A' w
.40
'A city of
N"law tM he callifernis
reserm the T41bt to reject any
ar all bLds,, and
to &tempt the bS,d dew for
the boat istursat of Uss City
of Runtinsttca machcalifovnis,
too,:
Her order of
the 'City CO,LaUl of the City
of Huntington Nwas thl a 13�
day of NovaWe iry
1969.,
ATTZST&
:. 4-'
PaA JIGMS
CLty Clerk
w
i. P M--
--. � kK.,
I
�ri ,.•�.�'+• i+" '�+�•*y./'o :.l,t�5' h�V�•�!A ,yri
E .
�!',? � •� �"r ' v±t4"w L.� .if'p' �,�, r°.,,. .' r , '.�•a�' 'F' � yP 'a C
,
i h
Nh i � • S '
wiArvwrIowa0
wwin hhww ..wiw..w.�+r.ro,�:�11R
" I
City of Huntington Beach
P.O. box 1n tCAI.!!r'`MIA 600
smonvEDWO DWAaTMMff
January 19, 1970
Honorable Mrsyor
at i City Council
City of Hut.tington Bcach
Attentions Doyle Miller
rAty AdW iistrator
Subject: Seger Convtruction
Gentlemen:
Permission is requested to expend money from the suer fund
to construct ranitaryy sewers in Green, Milo, Pearce and bolsa Chic:a
Streets. This is the area jerved by Assessment District 6303 which
was abandoned due to majority protest.
I feel that with the availability of sewers, developmunt of
the area will be hastened, Also, the wr..k should be bid submtsn-
tA ally lower because 1911 bonds are being discounted about tTmnty
ints. The project is estimated to coat $30,000.00.
If the City Counc-' agrees with this, it it further requested
that they approve the plans and specifications and authorise the
Cler)c to advertise for bids.
Owl I as
Verve
J
ruly yours,
�srR. eler r�
Director of Public Works
.'1 ..'C� �.-��--, .-..�_.. -k+�R� ",✓'� - .,5. W"'A .'.I' -F'. :''p?,,.,;''y4: w.: 1,.r: Y.Y,,;_Iwhf,{rl;• ►-..�•••"r;.i�'•'" � ij�•"�"�•.;
,�.� :ir tee, '.': .1•rt',i+iti rA.tr' `�i :-7: ':R�. '.1 •'Y'�7 .,R.r' "f 1 -•�'�' L'• }""•. ,..�'+ 'a }1±{. �„�..",'{y. ..{�; � •x�".•C •�h .rs
•i}'�M•,. �.r„•A �yy++�•7�1�,yy��r",��� "" '�"+r.�C' "'�:...'1'•w4' +- '1Y.1{' �i..�'Sy.. �%:,•r4;"".. '� ,'1 .Y'" :ii�.M�;�, 'r�r ' . . -r' . ."",' ^� ...L'i.t � ��'r r•
V.
It
SPECIFICATIONS
AND
SPECIAL PROVISIVINS
FOR
'1= CONMUMON OF AN EIGHT XNM YMMED
(;.:dkY PIPE SEWER MIN AND APPURIMARM IN
GRUN STRM FROM WARNIR AV EM TO PRARM
67-MET9 IN PEARCE STREET' FROM 170 nET WM
OF GUEN STREET TO 485 FM RAST Or KM
CHICA STRZITs AFD IN MILD STRMV FROM GRM
STEXEr TO 170 Pra wisnuy, ALL ilk THE aw
OF HUNTINGTON BEACHt CALIFMWU.
Prepared by
The City of Hvntington Beach
Director of Public Works
February 1970
$5.00 Ctzrge, not refun&b10
4
V
4 ON
.. alai •:� yru r' 'T 'r a' w,•. . a y
..N. � ' 1, r• � , ! lad f
•.:�:,., nY°�. wr' r �r •t ..'�. t !•fir'{Y'�',t ��•.w7",i�Y+r�•.�,.. y.•. aN,.• .l:r,� r: I r' •'.� � •, ti l
- ' r: .! .. l;t Yr ''''fl�yy ' {�r !�`' • t !, •. p!..�r •ri 4'. • �'�hprl ,tS
1 � ! Ise ••
•1
LY
'r"�" .ray....,_.. �w.,n.,�••k n•....
. ..••Mr I41f M�;i N!5 � �
r �
1
0i ,� #
y .,.`...•.w++1..�a,+,wV1A.1�'M•/r1•�1.i.(�..�.�A�IIFMYYIrIY�.w• w�wrau.w.�•�.M•w�1�w._.•
'tAL MwtsLqs
rtow .t UNCUcM Z M.
The work to be d%xw wAar tbwo "lot pivot aw eenaLob at do &AertmtUm
4*d installation of a vitrified tlmW pip SCHW sales VwWwt sammIta 6060bow
and clemmts.
SPCTICK it. SMU1C O
The work to b* done an &K tt,it caetvaCt dw11 CQ*ty with the
specifications and with the Stendrrrd l ifteaciaos of do State of Ca►UftodAt
Dept.rtneut of Public Wot'ltrr, DivIsion f tea, &%Ud .lei 190, 10s Wee
as the same amy apply, and Oall also ta*ly i1th to follaadaag 1pwAal
Provisions.
Vne term "Ttall:e Standard Specifications", whams ltrrsieafter uzsd, be
i n terprettd as t:ecning, .nd being synatywws tad th tha St"-i rd ifi"tims
of the ^tkq.ta of California, Departmwt of PuNAt Works, DivLojen of kiglwaya,
doted Jerwary. 1969.
In case of conflict batmen the specificattowr or the Staw gi rd
"peciflcstions, end tbase special provasionag the special prvvtAons shall
tal:z p7ecedence cvaT aid be used lira of vich tmflict3.tyi pot'ticus*
SFC a.rr i 117. PIAM
The ;�e,_k tc be alone und-tr this contract shall comply with tw M Mkt
*1,:.nsr ord saijl plans zlcrm 2 part of tie: r7mtract &ewumts card are at file
in tc.e ,/f ice of the Director of Public Works. The cc*tr&w_t douu is sbai.l
:cnsist c.f the follcw ng listed items:
1. lmirovemezt, Plans.
2. Applicable sleets of the City of Itluntiz%tou DewA 5tmodabla.
3. Specifications and Spttial ProviW'.o u.
4. Specified ma-aufacturers details and iattallaUsu tustrottims.
5. Ail specified or tvqui.rad atop 4raw,laga.
6. Proposal.
i . The COniract m'Ed/or 4gtea8t1t.
8. The cor.trector's bids ao.d fdsutazte c+artiffattes.
9. Req;aitt icots wl the racessaity patmits fro other p ablie +Wj ac
;0. Requirements o!.- attar publit utility service tompaq ldtrwtly affacwt
by the wrk to 7ein daaco ibed.
t
f-1-
i
.� LF
_
1 .:ia ,.+�.,....�.. ��--r�.r•� ,-,..a ,. ,., �� .�,+.. ' �.aqµ. r —.y..��.+'��Y.t.. �.w. �r-i-.. _ ..1-ti..r,�i..�. •,�,'�4. .y,.iF y 1 4
I
hA:� ^•M, gra!"�''R ' '"•T"..�'u -'iP -pt �,I,jr•. -' '75- wiy ;�;..v'..%�M:]�{`"�;'y'T�".�j •
tr �I t
' ! •�� �y�. •u i�y��• .r��: I ��1�'p,.•,,..�Yrt• `I 1 151"
� 1i�s`Yr ,dy ^'`��� 'tr'�"'���A ''� •'� _'y.!1� 'ti
i
i
t
..r►Ott.+.,.+...r.M.wwn....,..,.._..�..�..._.�...�: ....... _._...�....,.,._.. __. ..._._..,..�........_....a..,r...n..,,1.Y+�w
The -osttr.- of my materials or of any portion of the job am conatrarct cft
sh4l l in rot the opt: ;;'% of the Director of Public works of Ms s+eftwissmi
agants. The cantral;tox *ball furnish, Without chrrrgel, OW Mtedalo UNPOStad
for t%,% tooting in aecordance with Sec tku 6 of tte S'4te 3tMWW4 ecifies-
tio'as. The contractor shall also, provide acr SB to any etas of da Jab
for testing purposes and shall furnish# w itbout cast, any assists Ovesrsary
to petform the testing. The chgrges for the testing will be p%Ld by the City
of Huntingtou Basch, The contractor shall notify the Director of PuMI-71' tfor#ts
of the Toadiness of any Abase of caustruction to be tented and shall not
proceed vdth any subsequent pbaae of work uUtil the rrosulta of thy: test tea,
knos-51 and approved. Thestting sha? 1 be performed by a licensed So; is Laboratory
selci cted by the Direct:; :• of Public Works.
ShCTION Li, INSPECTION
The ti.crk to be done under this contract is under the A rtsilal Ughway financing
Pro&ram in cocpw ration with the County of Or4n,ge arrd o-',so under the State of
California a lloca � ie.n of Sus tax funds. Hosruver, the contractor staall secog-
rite the Director of Public Works of the City of Huntington Dwh as the
pre j ec t Enelmea: • uhr shall be in charp;w of and sutho ica the ia_peatioor►► of
the: project for inspection purrpeses and shall fiarn1 ,,1 without coat„ any
r.sszst-n ce nacsssary to cmplete required inspectte.na. A "ntyafour hour
notice shall be givan prior to comencing the project, and dur!rg ccestruction
�hc ccntractoz shall give due notice, actisractory --o the fnspe£tora of the
.cecdiri_ss of auy pI ose of ccnstruction to be inspected and shall not proceed
without: approval..
S_ L-TIC': ail. CONS'1 OXTION DETAILS
1. A spha 1 t c one ra t�jav ann t removal s hal 1 bj r� ad f roOs Uja j .?b ai to
cnd dispose of in accordance with Sections 15 sod 7-1.13 of the Steta
Stcncard Spec ifi.cations. Rem=vals Which Doors ritlsiO or ildj t to
pavements uhi.ch Are to remain in place shall be perfa od to a U"U,-
tri=cd saw cut: edge. The coutraacto r 1a►:tl,l be a11OM d to elect a 0-3ci
s toy process, first by making an initial rowgh c*t by wehinery or
psvemeri r bre,iwaers which will not raise or fr ac tore the pint to tMaAn
In plaaQv &net secnn d by parforacing the sav cutting, JAMWIstGely prior to
rcp, •ring the traneh htd excavation areas. Sbmid the eoatrectar ar1*4t
. 2..
L
t . ".� • .'-�•' -''"' Ark. • ''. M •' •�f %[� '!�iF;'' WT ' r•;
0
•'1
i
arc -
a.�taw- •+r.�rarr �. w!�'+.tiYrMira:r�r. �.Mya.y^� r+F+rMt.w 1M�. tw w.rllw�w�A.N�liw+«+...•.�w.r...+. ..+~++rl....�•nw4w.��� .fir i
;look.
t IF
• .h r� :!,•; .i' ,`,1' - //ti' 1X' +'a .l'i.l,. !'11t •+` I,:a,. �•.. .�y.. 1 •':.#
' 1 .
• t
i
a"
` 1
._�._M..._+....wW/.�Y`M �Y.. 1�•��Y�Y�...YY�..�.�i�OYi�Y,.rt�,a.�.ww��-�.Y�wn-IMW.NY III V4/a.�•. •..r� •ww.-.. ......
to saw cut firm, t]2* fol1cwing procedure ui.11 be requftw. to
r*pAvi?gt %li JaUe:d, fractured, or Irregular edt+es 'ubSil he-cesamd
to lines per,all at_ or parpecdicular to O.M. ttvwb and to aa01 rugs
will be allowed.
wed.
2&' garthrark
-(gl IScee of arrkw
The work cnverrjd by this settiou Is all tbo amovattiAs backfill and
other ear Vn;o:•k for the cons`ructicA shown on the plwt MW aprciziad
herein. "E Avation stall incUide Cae real ok all inter .atd all
mate:rLals or obstructLcma of any nature v1eich wflW interfere w111.
the enecuti.on of the work.
(b) Exca'.at7.on
kgane•rel) The line ,md Grade for the sues line V41, t�s reatabw tahsoi
by the Director of Public Works. Ucaration of cyary descripgaa
and of whatever substance enccunteved shall be =4e to the dep?h
and grade sham vA the plans. Care shall be taker. to raestri-.t all
oncavati•on to the lines and grades chi on the plarvse vith adequat*
allowance fnr cl.eargnce as.ouud concrete et7cucWres. Over excavations
due to cons rac :ors negligence shall be refilled vi th w,11 to mpad
c;Lr_d and gratersl at the conf.rpctor's expense,
Materials e,.u.z-sated in streets and roadwAys shall be 'a-M Alrmgside
the trench ;and kept neatly p 1r:d so as to cause as little incea??e .leme
as possible to public travel. Pavement xemovaas izcludlug concrete,
asplial.t,, ,ar o' L mix pavtngs shall be kept separated ft= dirt ram yYalm
intended !or backfill. All materials e.ccavat*d £roan s;raats
road.,cys, not iecutred for backfill.ing, shall be immdiately xwov
and dl.oposed of by the contractor. No surplus materials shall bs
d )r d 3n private property unless written peTedssion is obtaired from
the owner o:61 the prnperty. At street trossings or wMra &dating
dxivc+.-ays occur in a street,, the contractor shell. maka proyUiae for
dt tch-crossings at these points, either b? ass of bi 'illr or
temporary tridgrs•, As tha Director of Fublic Works . Yam• O-Al eft. Prep
ac.cn�s must be provider: to all fire hydreakaf w;or gates, sstttx
and private dtrlves, and Maus shall be pvc iidsd t:'btt*by all atom �
and waste grater esn flo%- in the juttersi iminterrupO.J. �
.03-
.rr�.•. ���.� ti...�.�.r lair•.,yr Mu•r a..ww• .... r,aar.�... �..rY .r+r�Yw.s�..rasr..x�.Yc�.�r.w..w.r.nwr....++....+".#�..�.. v. a.,•.....+.waRrr-.���,� .r...+.. q+.rtr.., «.. ..-�..r.�+�.+,.. �. r..W r, r
+on%• v •.
•+•agar. .. .._r._ .. _� �_ .. .. �+%.---- --' __ __ ._ ... ..... _�... .
a.al ter. �.. �.rr�r�..r�.. �...�...,rl.are�•>r�err — aanr •'w�inr- ------rrr.u�i�1�1�.R1n'rJ:!lfrl{6R -i1Ni1.'176rR i'►'Y�i:1 �rn_,ar +•�.r.�v�_... ___�_.._. - � - —_.—i:..e,
0
l4 +
I
.. ..
.. .... ... ._. ...+iru..+rn •w ..r �w...w.....wvn.a ,_.,r w.w... ...... ...-.... �...-.y+.wr r. . •. ..._._ � ..-.............,.+.... �........�.. ...�
Alle:._s•,rtY'�iens :,ut.l be supported in the raxYner pet forth in the
xults, orders aul regulations prescriber) try the lmdustri,al Ancident
Cowtis lion of the State of Califcrnia. Sleet piAng mvd otbsr Unberea
rhall be -withdrawn in such a manuer as to pr•ev*nt carftg of tbs walla
of the r..:ovation« if extra excavaiti.,m is ordered in vrWng by the
Direct:c;v ci Public Works to obtain sultable four -Utica -'MWLUQ%1$
for structures, such er.cavat:i.on and the mat:e-riaLs used to refill
the excavation will be paid for a; ra unit price of $3.00 per tan of
founds-L ioa material, vhl.ch price shril1 include full coapensatioz.
for the excavation and disposal of the unsuitr' ile maateTtal and for
the furni slhing sad p'! acing of No.. 3 rock fourAation wt.trlals.
(c ) 'rrendne n
Pipe trench:as shall be sufficiently qtr-ri41Wht between Vanholes to
permit: t:hc� pipe to be Laid ti:ue to line in the approximate c.entear
of Lha trans h. The t:reuch w£dtu shall be .such as to parorride r free
worlc{ ag space on each e31 de ci the pipe as laitdj but the maxtauxr:i
al.l.ov,Ale w.dth for pipe trencbes, measured at the crMM of tIV, ripe
sIinl! be the c :tsi:;w diameter of the pipe, exclusilrn of the bell,
plus .54_-xL_:e►1 inches, and rush maxintrm allowable width of pipe txench
s a;;ccedc.l for r:.:iy r�!a: czn except: at; shwa on the pit», c: bereiu
or by the vatittr_n direr,,ion of tlan 'Director of PUT)Yic
i o I: ,, The;.s.nn:nctor: shall at his own expense for ell. material. A%d
_A-lbed the 11pe. in Clsss lj concrete as directed by the 73rer.tor.
or Vubl c Works. T:ie trini=—a vi.dLh of pipe trenches mostsured at: the
of thn p pi:. sball, lie twelve inches greater. than the exterrl!or
dttr..:',:c::: 3:: the pil,.: ex.clu-if.vr rif the ball, and such m.ra.' om width
shall be a%cicisivo. of ell. twreaach timbers.
U:tl cn s otherwise sho..•n t,-a S:t•,t pl.aas oz specified b,ereirto excavations
tiic consLr.ccction o� pt.pelines shall. be in opa.i tr =hts. ;sides
o.f ::rea�ct,a:s shall he kept r-,:c nearly YortAcal. as rm:=ible. Mwopt as
;l,c:iai er, the lAcrs, `Xnna'. n& Sri .. be pnrmit:tad only wber+ tae��+aar,�a:y
to l.cy nipe. c radar• egl.ni -Ir.z�t�•uct�._a3 and will. 'M pa=itted only
•.�1::.-c c.r_� ary to l c;y pie,c sttrur:'tu.:as " v*m only
4pc„i vv . Ltun pr-roi ,n,Lott c;: t ha. *Di.r'-*CtOr of Public. woyks;. obtal•tsrd in
;.,ci.•ant:e: in cawh :_':o tursresl.i.i� ; i:. perui.t.t*11, viless
show-n cra thc. pl..nn , and if the lma"ioas ci ear; .at.ing at>` .:c.turrve
po-,-mitr open tuerO.,fang, lye.:.weeti t trenel,s *hall ► at bo laps t'how. tight;
rll 4-
* y' i ,�; . � Y. �x r, •.� � � V f,, t ,; r , : .,_ � ° � � f. .. +41 � 11: ' '�. + _ K . . �` . 4' �r . { . � .. �.* " _ �: y. . - � rti
J� � � :� �r.' '.8 . •1 �,rli. �r ro-a•CP, . �}�, . ;1 r. t 1 fi.. •'�yh� �f �'�,+ a� +
Ole
r /
r
r
1
Y
1 ►
y
feet in length. No tu=el shall ba lose thm GM foot midetr d%14
the exte=al di.aseter of the never pipe*
Unless otherwise shove ou the plans or berein speciftedg r11 d" tbim
12" diamater pipe ahall be placed ditreetl.p tom► ,mob foundation
material as is encountered in the tre"'r-b bottOi u it is not anticipa-
tedd that any unstable material will be aneouatared in the Vemb
bot cmt but urherevcr such mptertal is encount♦rada it diall be reoww rd
to a depth to be datie=•mined by the Director of Public 6%fka and
rep'.ared ttit h grovel. allowance for the coat of wbLch shall be as
above specified.
1.511 and 18" dl.=ater pipe shall be l eld on a foundation of '6" of No. 3
gi: t.vel i and Ill- pipe e;hall be late on a foundation of 12" of No. 3
gravel. CoMensation for this speci+11-ad foundation shall be iac e Aed
In the unit price bid for the.-iarlous diamratears of ripe to br
Installed.
Pipe tray ekes bball not be excavated more than three bwidv i feat in
advance of se -,tier pipe laying nor lest unfilled for more tthan sewn
bundLeu feet~ where pipe has berg laid, except that distances
may ba p to rni t- ted by the Virecton, of public Works.
The ma tarial. t trough which +-):c t i ench is -excavated 3hal:l bry dmt sum*d
by -,rears of a wellpoint system, or other pvwping f&cilii;ias a,oceptab:vz
t ,o the Ulrect:or of Public Works,, to a minimum depth bel(w sutagrada
of a:.phi r wn inches. The trenches and other excavations shall be
kept entirely free of water while sewer pipe or caacvete is being
placcd. and until the concrete or mortar has had its finial sett# or
she p; pn joints have beoti cz=pleted, Water shall be disimsed of in
such a manncr. os rwt: tc cause injury to public or private praiwrt~y
ncr to be a r znce to public. hesltb.
.d) B=avnti.on for structures
E::cav;at;ion for all. manholes and arhrer structures s:`&ll be to the
anid,:s shciwn ca the plans said shall be sufficient iu sine: to leave
at Icas►: six inches in the cleat between that outer ourfoims and the
eimb^n,uvent Pr timber- rig whicN may be used to protect that,
—5-
-"— . ... ti ,._.., .�... .... .... .,.�.... .,..w.�. ... • "r"r...,...,a..a.�v.+5'.r..n.�µ.•.i._�.._�,...,q-.o-.._,,,,q�yn--- .... .,r,�.,•,. .,F.,�...... �,p .r..1y .7y„1,,,
a far,
El
-•..,a.........r•.av .yuy•�..: fy.... M, Ai4,�y. ..+�....�•....r..a`w...w.�rj+..wr�.iww.r.rr.�i.n. w..ry, nru.w.fw...r.aA.u.+r,n�ww�r+l�+wwa.....y..v...w.�.r,..xr�....•...h...w++ww.w.r.aw.r�.+til•.Mrt/1y,.•..rya.IMF�y�t'.•.Yrra�Mrs'.rwVWM•.b+sM�lwtiwN l.►+�yr��rNy
.ram'- +7 , _. �. �` � •'�.., ,,
•:(7y:,.wlvM''":°q'r.. .� � �,�O.r::/aa1,i;%.5�9''F�/:,fif'r �'���' � :ii�i
0
".+''`��.'1•.P/C7.,;•�L+RA rf'R�
' � • +. � r. !�' FK.� , t1 r ' 1. ''I +'. • ,F - k J . H i1 t
' �' .. : ids'• t:`3 �' �' �d
k
s S '
' ` s
i
. Y ,
�•.+w++ir+.rs..nrr.-...-_ _.. . . ........«....�....,.,......waw wwM.wYwa+n..orw+ww+.��wr.rr•r+.rarr.rr..�.... �..�+. .........�..... . ., .. ..�....... .
DOWill
All backfill Lag khall be dew in sugh a SAT ass Oat to MOM O
otherwise injure the piptl,ises or structures. All backf111log WWI
be tude with suitable astevial eebich is aleaa and five frase esrSeWL4
or other objectionable substances. large r'wk f rag�tr, SUM09
boulder;, '-.-oken concrete pavesuat or o1i cam starl1 not be u4WA.
Backfil? a"r.elL be caopacted by warner sett'llut unless ***adds
specified herelti.
bi Pipe Trenches
All. field tests shall be succcasfully completed befors aa►y back ill _
material i9 placed over the pipe Jointg. After this tv►stdms is
completed the trench shall be backfill•ed bV haad to a ■ini== depth
of one foot over the cro m of the pipe vLth selacted material fre
from lumpR or organic matter, placed evenly -round and om- the
pipe of six inch layers, and thoroughly caTictad by flooding before
additional bach•fill is placed thereon. After this bwkfill to
c.-mpleted and compacted the remalnde:r of tbt bw.Will shall be made,
in accordance with Sactlor• 1 -3.06, Method Aw of the State: dtan4aird
Spe e ficaations. W pt%tver tenmeling is r.te"d4 the space between
the pipe and the. undisturbed dirt shall be cea Vleately filled with
seed and grovel or oLher suitable mateviel.s thoroughly CompactaL
(46ructii es
No bachfili shall #gym placed against or around coacrete structures
until the concrete .ss beau inspocted mad approved by the Oftector
of Public works. Unli.ess otherwise directed by the Director of Public
Works. backf ill adjacent to structures shall be oopacteed as spediyi,ed
i i parcgraph (b) above. The Director of Public Works way direct that
backfill around strue'Lures be rode in layers not e=aeding eight
Inches in tl*kness, eracr layer to be coVacted by moistening and
umping by air or hand tools. bachfill adjooent to structures
C':Nnding above ground levr.,l shall be brougbt to ea point six inobrs
alova nominal grade next to the wells of sue-% structures and shall
be dressed with a slrpe away froew the walls.
ow�tw•�r.s 1+•,.r,/.:�....t.�,w ,.•nw•• tirr +"+✓i■N••■■■��.•i■w■■�.
• 4 � hAYli+�..Ai+l►.�Ilwa-'r■n+C'•..w�•� ...r.�.�hYn .+,q•�+.•.., �r•■�
., }' •b, ,'I,� 4� Ira,
.a
I Tarr-.,-
I
PPPPVP A of
�y 'ri F . Ar
1 x.,�'1 ir.Y 'r"�. � fl° , .lI :i': � •,
' ' S• /�'f" �".• If",J �1' �} �1 I ..J" h:: �' �� 4 ',M' .1 r' �fil �3 •(i .i�
r ' , •t :^i ' � 1 , , . . s,, r . d i • f •'.J''�" .'. E�. r9 ; .i r...^ r r �':¢i 1. Y fl .14 yY •. A„ ;'t,
y ', •r �: �..V: •Y � • �r !•. / W 4" ,y` � rp^ r ,}'�>1a M ? n .II' tr �j ,.1.d {•. ,�'
' � '1'' ',9� 1 / .•'�'I 1' y� .F r r i�,r,..•rc, �, .;�, �V.''. � rl' � r: '��''',r l�'�.T 1 :'
' 'AR" �• •r „ '„• }. .• �,r.l^ rl l', `p ^ �Y V/ s`r '.1 �,} ;I',f r f, �,r
f.
1
r,
1
1 a
1 '
• q 1 ,
� 1
ANrr.r .......................�.....r.rww.w...•�na..r.....yrn•ara>�w.��—""' -- -- --- —+..++w..w+w.+.w..�.�..,�.�..-rn........— �.. R���.�r�+.+rrw
4 4 RP1111311-82d Skructulls
+5�.g 9f work
The work covered by this Sectioet includes all the pipe IWIS WaVk,
structures, and oppurtonout items 4n the sever systm of tim projeicti.
Mnteriale
(Generlrl) Al rraterlsia auterixgg #tee this construction shall be in
accordance with the requirerts as herein specified.
(b) Conerato
All concrera work shall be done in accords=4 vitb Uction 51 and
90 of the State Standard Specifications.
Concrete for aasnhol.e bases arl thrust blocks shall be of Class A
concrete as outlined in Above motioned Section 51.
Mortar: Cement and sand for mortar shall be as specified in S mUcar
51 and 90 of the State Standard Specifications. Mortar for sealing
precast Manholes or plastering shall cou ••Y: of *no perm by volume
of cement and two stud one half parts by vol,aae of fine aggregate.
The mortar e;hall be mixed in a suitable, mixer or ir~. a watertight
mixing box. The materials must be thoroughly mixed dry until the
mwss assumes a uniform color and thcn sufficient water sd&d to
give the mixture a proper consistency. No mortar which has begun
to set shall be used, and no retemperL g of mortar will be permitted.
(c) Vitrified Clay ELpe
Vitrified clay pipe *311 be first quality, durable, vitrified,
sound, extras strength pipet consisting of well, buxtwd clay througb=o ,
its entire thickness, and meat give a clear, metallic ring 9+en atmek
with a hammer. pipe may be either salt -glazed or mgLased. if
salt-&1&2ed pipe is fumiished cur required the pipe: must be moth,
and the interior surfaces must be thoroughly glazed.
All pipe, excee 1. as herein provided, shall be socket pipe. Pape ends
shall be square with - the longitudinal axis, and sockath shall be
true, cir.ular, and concentric with the bore 01' the pipe. Pipe
shall be seerified on thi insido of the socket over its entire depth,
tnd on the oatsidt of the spigot for a correspotrdiog depth= this
scur;fication hall be approximately at right angies to the rxir of
the pipe.
-7-
--... ' •-.�,.---Irv-•-�+.,••�-, ' �' �r1�y �,��
� ,�� yh� 11 � . ar •�rY� � 1
4.
r
•.`I -• '''i + ..'•�. �'"r•'�i.h'•ir, 3i.W'#Z �1 f•>:;y y y�,- • , `•1r1.r ye .
r ' f ti ..., �
.: fi, Ci p� �nor,�' .,
�,'r•'y
'' !n
"�r,
.{
F
, t n �Y�
I. �,1,
1 • •1 4 .�;. � "7. ' -a
,J r•'��ty.t ' �, .J Y ya r
. 1, ''+' ",�p.
•• i ',• h fi.r..r ., tY'.��
,Ny '..!:� . �
rS �-�. . r, ' �`' � e
�K "'.'•M1��;'.h
f
7
t'+•
�
J7
t { .!'
1
•.,
Ott .'S; I
+'; �
;.
.
'
4', ...
+ �,' ,
. � E ,. ,. ... .? ,•',r
. ,, yr' ,
i,_ ' 1:.. 4 .. CC �(A'►
�.
y.: .. � ..•.;,.
v.'��,' 'Y u2 �
�, � ... , , �. . A,,;
.-�.� k',+;. � � )'S +dt' � 1 #' �
r'.;.,..C.,.
f � �.tl`,'F
A� :w
e
�
r
j
J.
The length- of sections of straight pip*, W^S and trsaa, (of all siNW)
exclusive of socket depth# aetrarrlt be not lase thSM 3 feat* WAPt tbat
for special purposes shorter lengctx rmy be furnishM.
kyair tees# bendug and all special sbapas shall sattoty this w
sltreugth requiremaeuts as these for the pipe to abide tray are Jnimd..
Braenchss stall be furnished with wlhe comecticm or connaectLaus, r.^'
the sizes shown an the planes, securely and corletely fastaNd W
the barrel of the pipe in the process of ssnufacturow This shall
be accompUshed by fusion during vitrification in the case of salt -
glazed vitrified clay pipe o* any size, and in ',tee case of mglas*4
vitrified clay pipe eighteau inches or less ire dlafttAr, in the rase
of unglazed vitrified clay pipe t` enty,�- .on one irebas or sears in diemrteir
fusion during vitrification will not be requ'.reell l,e4wwar,, in
addition to other fastening rasteri.als of unit strenth equal to the
unit strength of the materiel of the pipe., tharo uhal.l be a rein-
forcing collar of cement mortar around the outside of the Joust,
and there shall be no exposure P1 cewnt mortar on the laterior surface
of the pipe. Tee branches staall. have #hair axis pefrpsadlculsr t*
tha longitudinal axis of the Vice. Uys branches shall, b*t their
axis approximately 451 (unless othorwise vpecifi'ed cc the plow) to
the longitudinal. 'axis of the pips, meaa3nrGd f•resr the ,soclk+ret mxd. All
branches shall terminate is sozketa and the barrel of the brunch
shall be of sufficient length tc' peTmit noldag a proper ,joint wham
the coatneact ug pipe is fuserted in the bramb socket. A atic"er
consisting of a di3k of the some trasterial as the pipep 5/4 i=h heck
and fitting suligly into the socket of the pipe 'byramch, ahall be faMisbed
voi th each wye or tce braanch#
i7#.ma:ns cns and pesadsaible variations of dia mrrions of all vitrified
clay pipe and fittings shall sofa= to the standards of the Psel.fic
Comet Clay Pro&dtc lustitute:.
Before being used in any work cowrod b7 these +spec'iflcationai piper
shall be subjected to cad shall mart the requireewents of the following
hy'_'-rostatie pressure tests and leading testa$
The nydrosta,t;ic preswure test shall precede `.he lowing Wet by not
less than ous hour err more aeon three hvuva , and shall bs applied
to &11. speci.Wur irete:iy*4 for tent iw each also and ceases of pipe.
`S.
t".
+ t; • 4'�'r .f we+rr rrwllrly�.�r�
�.Y ��..��. :.. ..— !....... .... __—,..,. .... r�i.�1.r.�.,..�....L. J.•1. •�ai,a �. ...._.n.i._._ .-..ia:.._ _ -_�_ _!'�_ _ __.�.z..,....-_ w _. _ .. , � .,
V
,•'„.r; Pr,c-n•,.• AP' iyf'b�ifr•Ar W' 911::�•',-^r'J r y�C w a ate--., n- :�,r-,•, R
•f , I N'• f .I ,rt• rr'r{ r 'L": a�v, p iY,+jj. 11 i.i. ., 't, }�`�rAI 4.,c, ../�, )r.
1
• .. •ry..�pasy, r.a ,yy„r� r.r� .
i
I
1
1 1
A �' : �'M }M'r; v , i• r'
•,fir...'
';,.� i •, .. rr .f A'1 r^, -r �; •,r �rtir. +.,; Y�
r
J
� y'��"
� r r '�'..Y '.d'
a,�4,'
>, y
',Y#•� • ' r.
> !Y,�
o-...
1 ,..
r r . �r
' , �;
;' ; �`'I.�
Prey
N,f
, � : �'
� ;. +
tip}
,
�r ,;�•A�;,
-
.r
f
•
i
r
Q
Whin subjected to an tato-Tna* hydrostir preset-s of t:= PG=46 Pe'r
square itch for seven minutes the 4ccWul4W4 moisture o<
exterior surf at* of the pipe shall not ran dtm thn sl.daa is each
quantity that It •rill e=eisd tea ail xili tere. Tho Loediit• tact
shall be s three edge b"wis►g test or sand bearing test aoafandug
to A.S,T,M. St lard Specifications C13-35, Clay Saves Pipe, with
all subjsequea•t amendments thereto*
All !ripe, fittlugs and specials shell be cleo rly nuked with the
name of the manufacturart or with a tirade mark of a also and 4Ve
which `hall be filed wLth the Director of Public Works. The ornufac-
turar shall stamp or point clearly on each pipe or section, a wrk
Indicating the class of pine#
(d) Joins for V'itLified pipe
Factory applied compression joint3 anal.:. be used and they shall
conform to specifications set forth hor%airi. Camprsssion joints+,
shall be of an app•rove4 type of interlocUng, resilient, meebrniaal
compression joints, forwd an the pipe at the factory$ and mi6de to
meet the speci£ieatians and appt'vval Of the Wat.AOn l Clay tripe
taseatch Corporation. The joints to be employed shall be Wed,g*-Loek
manufactured by pacific Clay produatal ar Speed Seel, awmafactured
by lnteriace. Handling and installation of the ear►;pressioa joint
pipe aball be In strict accordance with mmmfucturera directions.
.,.,
(ej Frecast concrete Manhole Sections
arar+ �. i r . rw.anr,a..a./YEwrta
PrOL48t conci:ett manholes where celled for on the p1ma shall be
installed in accordance to the details and locations Whr= ca the pla=
in acenrdance with the specificatious listed heroin, -rite+ the
tivatingtoo Beach Standard Drawings, and with the apmc•ifitotimns of
the orange County Sanitati.or_ District, where applicable. All pro-c"t
concrete tu.. ,holes shall be of 4esign conforming s*ith the 8tandord
48" insides diameter. Manholes shall be straight si.dee. or eccentric
cores, as manufactured by Assoclatad Qwrete Products 1vcorporatee4,
or ari,'rovad e;aquai R
Manhole bases a ai inotniMattel►, ahsll be cotisaructzd in v.cord e
Kith details on the plans and specifications coatrined here fee
Manhole va113 Interior And extorlor including 'pi.pe entrance$ and
e;cits shall be plastered where necessitated aftor installstAc% to
obtain a a+..troth, utnifcrm, and watme.ight owface thra� t this
structure,
u -+.. t7"t?.Mr►�lvr'"-!�!-T v ram''. 1�}P;vtrJ6q'-•1 �"�).''"�°'����w+ •t"
f
...-^--•n..-.q-•-^�i �^'�" w+ � �...s ..r.�; rw.wlwr+.+.�war•.wFrr1�14.r� .rw.wr, r��.rr.++rrr.wnr.�+.+.�r.wH..�ww+
a•
d
rJtS✓�,,, )� A 1+ n..�, ?I "� '...+`, ht r ..:OA ,4 7P.ip'r k�� ' f ' •ta. •K Ar
'lr"• r:"1 r ,.�! '.� r.' '''' % ! ., ',A:. f 7• t •I' k:2'i?�,.Y 4tli•••Jp'F�" 's': 4 �r 'r. •'r:r .. 7+R`•trr��,#x .�+�r�•J
+ '4•. p. „V. i .'{ ,': '�' �(, ,�;yy, :, od ,r / A7iA f, 4:•' �•'k �r�� ,rAt .?{
+,t
err r'� yyyy ,y�y�, '" r 'ir ii 7r•• i' �. "r � Y'�1rr
10
r'� .'I Sty •, 'rf"!•"'' '� •9%' aA'A'�A.'� •..� i+ 1..rT,+. .4�y �r „F. d++'. r '{' ;{, ,h 7f^
,. ' .'y' '. r;• r.+ :A frfr vr�7•�'r••. �l,jr 7r:�: ,'�r�:�f ''� 4 �r1� '.� �'ry�,
n � •MFR1'^/+ �' ir' r •t jC h ' �'r ' '�']�F� ��r � % J�+e �
I
�
_ A
.
t
'
i
4,
t
f
(f) Capin
,tli castings for manhole heads, ftaW s, CGVOVec a4d Otbu PUxF Se *
sbal l ba3 of toogh gray irm y free fiat craeU, boxes, smUs'wO cold
*bouts# of workmaalike fit►isl�, ,and Made ilk saaransbla ezrere t atti:
the details shower on tta plans. AWAY casticaP ashen eruct dn sWtln-
mz%ts of Class No. 30 c� the A%S*T.M. $tankard SpftLf eatiaus A068 45p
Cray [roe, Carstivgs, with aary subsequent its dwr oto.
Before leaptftg the foundry,, all castings stall be thorot%Uy clMaar"
and subjected to a manner inaspection# after which t W Mall be
painted with at least one cost of 8:taminus paint.
The manhole covers And frames ahall be Mbde% A-11.7 Stsodard Serer
or Storm Drain Kwihole cavcrmanufactured by the Alh ra lovadry
Company Ltd. Manhole covers shall have raised bl.ou~k,-twoad de sip
with a (1 k" x 1 3,14") shot and a mlaf►m of ant inch dla ter bole
for lifting and vent purposes..
5"_P_Aie Gayiw�
Y I��SAYIIr'1.!'.
General - All pipe shall be laid vithout brut, upgrade from atmture
to a tr;:c: ure, with the socket end of the pipe upgrade. Pipe sball be
laid t.:ue to line and grader with a un form► bearirra uv&v the frill
Length or the barrel of the pipay and sui+tghxe excavations stall be
to reeei•(1 the bell olk the pipe,
Ubere a%r portion of the sear Is located with tan feet of my trims,
the removal of wbich is not included In the aoutra et, tba joints of the
ptpr shall be entirely encased in f r inches of Clasa s C404"te, but
no additional comnpau.satirn for the placing of such conlcrata will b*
Allowed.
Walking on, moving, or othervise 3ujuri.ng the pip+elivi In My SOMat
after the joints have been wde will not be pornitted.
inyIna and Joi!ntjnA
— VMiY
8aefora o.ny pipe is placed, the subVeade, shall be prepared in
conformance with isub ,iectl�m #2 larthmrk. All erdjustm ,'.'§ to UM
and grade meat be gwde by to2raplug of fillitV in tba ewrrtb uesderr
the body of the pipe, egad In no car,, by we4ong or bl.ozldvg top tans
bells. All pipe shall be carefully cl*med, &vad sag,, lamps or
pre: ox tions or. the factor of the spigot =43 or artaaldsrra SWI be
cut away befoxe the pipe is loeMred Into the macho 2W f4Q06 Of
the stets and of the sboulders arball be breagbt taro Wr
40-
•; % t •�4. Mr, t + ,• / 1�", L',R,,/l}'J 7ARAye,ot
VA ' �� A��1..�+..tY•Ww rhAllYy'7r1.�w4.Wa'�/Y
a
'+' ��.r o'' ;.,� .!� ' '��.: ,+ .�,r -, � 1� i ��k Y,�yrr � } '�• i�?� 't 1f� ,4 ��`�'ia'"''Vr]'Jk
r � •1•.` ..•fir: r'.• . ,'.. .. L P r .�',, !•� , i � � 1 if r•' ' + y •,•{'' r{l ' . *•„
k 'r. r' 1ar,� . r'.l'r r, . .1 ,,. F kr 1, r.3 1 �{ i0 Yj yn, f' N. S:•' J.,, r
i � •
L
l �
1
r
._._..,.w...�..n..rw�YMr..�IYYYY.Yrltrr' +rr«...rw,....w......v..n....,._._..._...._. .........
1! r
M
contsett raettd the pileco s *L&Ii be flited togifutar and s■alitchmd in
loyiYng so that there will bo no >o aloft the IMW Ludde
half of the pipe. Oenever the work cheeses for MW sUaeo4 dw
end of tba sa m r shall br closed via, a tlgbt fitting plug eg or cam
The intorior of the saw*r shall be kept fre s from dirt nd fozelpe
mtl riala as tkr- work progressac, and lefft clean at Us campl-3ttloo.
6. mabolea: Su notion AwboU
"These structureas shall be built of precast concrete Sectims„ " sbesaMel
an the plasans. They shall be built into the sawer at the places alead to
she ling, dimeunions and grade shcnm on tba planet and 4'hall confa m in
sizzea, shape, and to the deetaulle shom,, and In Sco rda acts with t: ore
specifications.
Pipe branches to lateral severs shall be built into tim, astmtserases Ifiare
shown on the plans, with the outer ezkb to be closed as a gweLfieda In
laying pipe up to structuresi = pipe aehall be allow& to pr►ojeect baeyotaed
ImUa of the walls of they structure, and in no c.+aes shall the bell
Of the: pipe he built into than wall of the structure,
The invert channels shall be smooth and aces-cate?y shaped to a sawi-
circular conforming to the inside of the Adjacent samir aaetionst
or manhole inverts w.y be caustrueted by lkyftg full section saw r
pipe sttaaight through t tea3 manholass and braaking oettt: the top half after
the haze Js constructed. CU-ages in sizes and graeRdealas shall be madre
...rad silly and asvenXy.. Chaaenges in than direction of the sewer and mv., tlt>Mg
brinch or b.an.cha,; shall have a true carve of as large a rediass as do
s12a of the reanhole will peero t.
7. Test for le:a k e
Unless 4;:casj1 e- ground water 1-r etenowmtearadt each section of sever
h tr.2en two stateessivre struc tsurars shall be teasW for leakage by el"kag
t,,e louer and of the seer to be tested and the Inlet asomr of tba ""or
sLructutc ;pith stoppearae, and fitl.i►.g the pipe and attvetar►a with w.-:Ar
to n point four feet above the :invert of the open terser is the r
s t�riac furs:.
Tcst xar Inakaage3 shall be conducted after the pipeline tativa berry bacicf'illod
to o point• one front above fete crmm of the pipe ear spocif'iesd heratu me
before the balance of the backfill has beers placed.
,
+•.w•j•i"r+.
�. .. �: IIY: .1 .f l.•i M1I,
17" ; .r., . �-�*r:� 1 17p',1'i��,, n:,;r l7iyrp•�.• r'
..,yt! iF 1.r TAP u, ,,�• _.,,tr l�.
r +•,i¢• : � ''�� � :�';r;'
':!",4.:•
f P�ryr ,•_•
. .iil I.r k�
,�.�' �:;�'
�•'r�;dr;�i;
_
'�!,
',:
•'
7� p , .� K
,l 'i,
ra;;.
�i1, .. . r
,; ; ,r,- M ,
r. ,.I' r
��.;.;�, `M,�ys"r,,J•
4'�,. 11 Y�
i"' ,•r„vf w•'•.Ay alb
•: iyy, ( g r h
'tip �. 1�1'�
.Y
%.� '� �' `' " : •t• ,r',,
.I �Y• � , V,• 7'.;.. �' Y 1 �A1t' • 1.
�` i1
r ,j •�;�",;..-
'.,.,
;>'.^'
�Y�rY.•�tiF•:1',J:.x,.:.lf,•:�',,,;n,'�.f;'
•', ,„�',"�
,,�Y�1S��+,y. F,r;.k!"�
,1•,s7,�'4{.,��rr ,.'�.�.n''ht�;�:��f'•�i. ��, r
�
Y
5�.
f '.,.
�
�. ,y ,1 :' :�n:��'�
Y�r . ,.
''..'.t �•r�l�,',
'•��
� i�'�`�',�1', d;�`'. rF1,(1�,� ,� r,5�,'7l, /'',�tij�'Y!!d
•
'.
�.
ikyf. '�' ., Ili. j',��h1.
q �i ���,Fi f 1xx ,�i, '1. �• �� �',A 2' ,, .•1'1 ,,(.,,.b�f')'F ��' � o i',•�,
N
I
i
The allowable leakago Vill be c*rlutud by the fonolar
D M 0.00004 x 1. x M
D .. is the allaeaeble drop is feat per simte is b eight of I M WSW
in tbee upperr •trwtureee
L • is the l"th to feet of the sower testade, not lneclt ift the
length of bouse connactions ontoring the sections berm teeateedl
H - is the diffeet:owea in elovatirre, In ioeet, bet+ed the to eA,t of
the closed ainjor in the lower structu a, eyed aurfmo of thi
watch in the upper structure, or the tread of water on tltee Invert
at cl000d end -of nowaT.
tf the leakage, as shmm by the test, is groateer tbwen allowd by the
f ormla, the, pipe shell be oveerhetiulad, reed r alsid if a,seeaseesrr, M- til
the joints shall hold satisfactorily Undeer t tsrt.
Sa Cleaning Pipeline
After the pipe?. ',.ties: lion beaem tested for '.etakage and has bom appravri
by the Director of public Wbi.-P.a, all pipelines and all structafrs null
Iva completotly ft,ushed and cleaned of rrll' i,ea►ose teed., cat, aad aW otbrsr
loose or objectionable material. ire pipeline fllu3biag waft ahrrl, be
done with a Vayre Sever halt of proper eeize and &ball bft Ewe in weord"e
with the =nufacturers recom=dations and to 'tho sat sfaction of t. *
Director of Public Vorks.
SECTION VTl PA'3MHT PIP'i.ACMNT
,�._..
General
The work to be done under this section consiatsv In Swwrall of the
furnisitirig of all mbar# materials, and a quipamt accesam,q' to repam
the tre-=Yi and excavation areas in accordmee with the fvlimiag WMW
provisions.
Pre am tion riot to Pavia
1. CaMaction - The contractor is hereby tea& aware of ter ml`UlIMM
testing which will be pe rfa zmd at they •direct o of the Director of Pablle
Works. mTr(xrechees will be tested in borlymal Lucteaasnt upw1up not to
oxceegd SW Meal foot) ;And iu vertUal Iner4mot spacings not to
ex^read 2 fact commarcing Otte foot abov-4 tesp of y1poo Testi{ug its tbo
vesrticral incremnt will not nece"sgarily N at the sons laautioss, Lei the
tests may 'at staggered at the option of the lteape ctor. TW cmtractor
shall perform all em•cle necessary to attaiu tta► fall+avings 93% atrelativee
compaction from gvo,md or :�troet surfecee to a depth of 4 feet# &A M
reelati.vet► cLcVac:t1wA for all depth pt„ gee or grater beleaw OT atv"t
surface.
Y
'r
..12-
v
e
.a
e
M
�0
Av "•tA �,•k ,.p,,2p %rlti.{. 't4h ! •.!I"'I:�
. h' �!.':tu i'; v .• :.�, :•';'1•.!, `,•, • :,f' y i �,• ,'�'� :1 �,.'�. � �' f qh I �r• •ly
w■IT.�v'�II:W. r
hrl+ I• `+I•'Y r.f .ttl , 'l:'!+ 7711Y,T1
.I .-%gl r fN.'•�..;
�;' in
I
1
I
. 1
1 ++
.wr. ,�J• i w■IIIY■V �,i,.ww-�J� a AYifa��r... ��........,._ ... .. « rr .,... . _. ..� ..... 1n.Y•��Iw�w�
1
2. final Sawcuttig - Priori to cesmru;iag the operations of pl4aia4
and eompeicting au rsgsta bases, the contractor will be tr+egrlftd to +perfcom
any sawcuttiing necarssry► to provide straight sib tmLogil r amm.
Structural _Section of RMUlTed RODISCOWMts
I. Pavemernt'Ail reeglace t"s Within Yammer Avenue Md witUn Do,ly C ce
�.w+..■■I■I■■■w,w-' — -i'.1 I.YIY �w sr ��i 1W'IUii��� w1■1i4Y61Y♦/i
St, -.at shall. be 4" asphalt. conoreta over i2" •ggs to be" sad the
entire trench shalt be backfillad wLth cat slum► free pipe bead AaW
10 1611 below street surface. The mix ratio of the cat alltwryl ,shall
t.. 'I each portland co at per cubic yard of sand#
2. Pavement replacnatits. vlthin Green Styrset: shall be 3" asphalt cemr►ltte
�w++.w - ---- Ile------ -- - i■ i�■I�rr1. ■-I
over: 6" Aggregate base and the trench shall be 1 kfillod wd ca%zated
as previously described.
3. Pavewnt RMlacements within .Pealreo,l $tMSt and Kilo &trot sbA.0 be
required only in those areas havivg existing pav�t and the replac rt
shall be 311 asphalt: concrete over the backfill.ed and cmrseted tvxmb
as previously describedo
liar terials Required and Consti, � ion of Psv cat?Ml.ac40nt
1. Aggragate Base
Class 3 aggregate base shall cenfoTm to the provisions for Clean 2
q,gregatc base 1-1/2 inch maxima as specific! in Section 26 of the
Standard Specifications and those special provisions&
At least 657., by wi .i.gbt, of the satarxal retained on the No. 4 atom
shall have at .least one fractured fat* as • deetemniverd by Ust Method
No. California 203.
C] nss 1 aggregate base 3/4 inch mwxietlte also, confanripg to aw swRoLro-
ments rf Section 26-1.02A of the Standard Specificatlools swf be
substituted for Class 3 aggregate bass .as speel lad above.
The R-Value require went will not be valved as provld*d In Sw:ti(- 26-1.023
of Lhe Sunda d SpecificatioDs.
The provisions of Section 26-1.035 of the Standard Spacifluatims are
supe:rscded by the following:
At the time aggregate base is spreads it: =y bave L nointm content
gcrfVi,c� en.- to abtein then r uwrod ti Ihxwh i
-- - 1 s9 e:oapae on. no stnra sblall
be uniformly &strlbutend througbmt the suteririal.
43-
p -• 1 a�A15t — '. f-v-7 "�'�T
s..•.r+l+•w+urrw■.Ir•Iww. v�
I )I
.. /f:iz _`apit j YI N1 ,fit, TI X •� f 4 �. r'n r i r• �� L �,.r 4' .5 i4„' fJ ..
1 � r` � r i `r � 4,r, f' "•,�;. .��rr i r: .••J.'•,� .at. _�/T,' ' �• Fr �{9 f.�l! �I. •.
,�h.. f MI.f{.fi 1�,•.� . i t/,,r' yy : i .� xM1 .
:.,� � v "y �'•• •. r .1 ;+!' ,'r . {'�� .•!.k x^'. a' dr'� �• �.v � �• ' I' A. r1'! •!r .'. •• ' k.'" �4
a .. it i i : �•• ^� • "� �' J r•1 •-i',i' }�r. '��v ,f ' s'fr, /P' • ' r. ' � l�;' � r
1� 1 7 j � �.�• •• � ••'�y�l ( � .�. ll;r'r.ti �•`i' ,.';PI S/'K1�'f�'�,�, y �. 1' � .. 1 •,•, ',a
i-'• 1 r `•
..�■Rf4�+.:APQ11M1 � r _ f r ' .. 1 ••r�[[rr � •
( I 1
frl
I •
• f• .. --.. .. ..... .......
—_ __ _ -r. rwlr,., .. _ _. _ .. _ ....... _. �.r. o.w�.�n....u—r+-r .rw.r.�} ,.. ar......, .... _ .............. _ . _....... .. ...�w.-
.rr1-ime Cost - P rLW cost full CONS1 st o' fdr mishiss l
«.. Ir■�r�1�
a prime coat of liquid asphalt to to surfaoa of ter Oareft4to beam, and
shall be done is accordwAce with Section 39 of dw Sta ndaW Spmifl e a tLea se
The material plac*J shall be ll gvid asphalt of'Grade W-2309 +mod s 1.1
be applied at the rats of 0.20 Alan por square yard or ar; dirwted
by the Director of ftblic Voris,
3 al.t Concret - Asrhalt concrete wo%* shall. can•eist *f fvnislt x&
spreading and caWncting asphalt concrete in tWith the lip,
Stales, and dimar,.sions shmm on the pleas. All votk aball. be done in
accordance with Section 39 of the Sta lard S,-w1ficatims.,
AU three and four irich ttttcknesa asphalt comrmta shell The W.d to two
course of equal lrayere. The sZgregate grading for the travel law
nsphal t concrate shell. be 3/4 inch maximsD, madim
G. Seal. Cosh - Seal coat work shall consist of fimaialtit4 =4 applyling
a seal coat of bituminous binder without scresairgs ind shall he afflied
in accordance with Section 37 and 30 of the Stan"td Speciftcatlaw,
La material placed shall be s mixing type emlelon of Grads SS -I` and
dzrect.ed by the Di::a4tor of Public Y.-Aks.
5. Finistiin $Qor' r� - Finishing roadM work sitl.l, cc=lst of f%al
cleanup of the job of all rnhbiah, excess msmrialls„ tin"Tarr at:Ivctarsat
aad cquip=nt and other similar cleanup or grading vat" All shall bw
done in teco;:dwata w1th Section 21 of the Stsadard Specifications6
6. Manhole crud Cl.eanout adjust=Emt to grade - shall be parforamd in
.r..+.. . rw...i■■I■—.■+■r�riH.r 11 Y+Y+i�■�.�Ir■r..
acecrdanc:� with Section 13-2.05 A of the State Standard Spaaifl,eationu
SECTION MI. PAYIeNT
'C enaral) - Payment for the furnishing of all ;abort matpr%elt; and equipniat
neccssar, to k; 7fo7-m aft work descrlbed in these special: ptwLslms shall
be mode of the unit bid prices 'for the various item of work listed om On
proposal and nn additional casapensution will be allowed..
-14-
r.+. f , ..I�....y.�.._ . i.4 .•1 ,. A'+A rM'jj '�y1 .:I. •,,Y �"x1' �an ,f A..� 1. ' �'�f. iF'Y. d.•. }r�.....'.:'Y , M"�. fir, .'• .'+�I.' 4 / ,� a v"?R
rl.
yr J�rr r..•.... •. �..—..ram...+, w..Mrr.+r.aw.+q�w■.+..►rnq wr�w r■r�....r■—rrwrrr�. • •,■ +r wre..r .,......r�+.,•.�r,►' ■,■wi.�•.......+r.w.�n■• n..•��■..