HomeMy WebLinkAboutWWP2700259 S-259 Victoria Hills Trunk 1+
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BEGINNING
OF FILE
FILE TITLE 5-259
1_.. sue'^•/l•
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-" KAM%Vwlb —_—
Io m
w ppG BILL OF .SALE rrr x.r
w1� nl.l. nF:YYl3-iap Putet teutern, Inc.
a Washington corporation
orporntion r ge.le xl,
Cry r King tyw r<7a.Ibtb.h d.pny r dr ill pn
cy 4 W IN aY.Wr r li. r oaa and no/10i) ........a..............,
.........................................r.....
tawhd arrrly Oali/laWrArlu,IN tnr rtW fdil h, The City xf
Kenton
as W y r a..W Pwt tk 1.4" IN 1.he* Is r" y des Prr now.
%NP N,r W Yw W W w 1 Wt r ii wild Par,IY am wbt - - -Pwwar P.e.nl ar
Nemesis southwesterly of puest prtv., gowtheasterly of Talbot ad. South and
Is de Cry r Union 'tray r ling W fur r LfJbw.,r wn Morth
of
fpproxtrately 2163 LT of g" PVC newer pipe and six (6) unitary Victoria
never wanholee and all appurtenances pertaining to said sewer lne, Hills
expressly warranting hald scaer line agalne, any expenues, coma Plat.
or 11e03 hereto incurred thereon by, through or under .N ler •..rein
-A kA AMD l s Map tie Sea r de win pry M M wW;:_.t it. Ld'-,w.w1ee
WbYf1Yw.W awien 1www. AV W I•It y r ti ar W. 4 it. ten, ,
e�lwa•bbnw.W..avnrl w mad".. r W.eI rk e d p.n y r N.rW ewt,
erns ag.rbe.r.W w11Pa JaI W led y .1 d.kw Ied to the sewn r ON W
P.Ma y,P.b W 4a11.b W Iwo Pat rqu W ira rwtlray IN we IN mass.W 1Is 1 t
wM wee.aat rd drrd as wb be*ae►see He W P ety r tM woad pan, it.
rntswa arMir.fe W smos,Mxxxi a W reef Wa is pwwass,.Iwlr.rnw,bwl.gy rb41y Isrw
dahe tar are,
In N'1'rNlW rPH[K;Oi,ll.wid rart)' .l ik am put Ia� baseness t is c e
NAd"wl� AN,A August, 1979,
St Ali OF tAv11WIS
n..M._ ' ' _. AN,al �Wf A.U.19It
.roe
wbwn
skits l9rL -- _ r Fw,.k Isms.
r u.' . .Ne rA luryeuwmv.f.r WrloaedyM du.W umr«,v k.w bn . ,r
r, wi W deed M ud.wewasen la .k.u..sl prpr..Mrr,.rrei.r,,.d._W w e.M1.uud
,br__M .�Zmbrnad u ererrr mJ nw,rrm.
IN NINES,....16h. I Ne...w Neq Ne' .4fte4.11 W."..�N ew Jay rl pv Iru.Lw
r.]r.11M YifCO ra.rrwu C.wn a xA*ofoA coeoox."Y
r: Fr'M•NOW rAl \�T
•2 1Koa•rW - \
14catd q�eM ai ru,
t
r-
P
P
N
r
' fn 9ton M[N co nut PRES[NT$TI t PU[aOF � `
etern M •••
poretion
C^'�tr el [1n Inc.
rY M W^rRv'dtraty w•y b y w f^11 tvue........... One \od rdlwa w A.Yy[a,,as P•rtY Y to ay qn
................ -��•twr r a.lwla yr.w A..,,,a tnew y�ry y'------�--Ddi•r•
Y Y tM•rar�, -Vt•rAa breby The City of
Mraale+sou 11 pBl(p 4 Nd ryn w dR•aYd P•n.t4'Y•�. dot±a y �PWw•
mad•
to C', I of �2et IvM, Southee��� mal
Penton a•dP lb-o' d. aoe
'fir Y [lo Y cf hlbut Rd. South And
severxlltanh�jY 2163 LF of 8,, PVC ewer [ W later M•81yta,a..ir North
^ prom, t es and ell aPPurlen\nces Pipe and s1, i8) Ranitar Of
x Y e\rrantin sever llpr, Pr-talnin[ to sold Y Vl ctori•
or it... parole R Maid sever line,Maid
thereo,, b \8el net any expenses, Hill,
Y. LnrOY Under "'t'
TO HAVE AND T'D [h or Geller hnretn Plat.
^••s m nwnta•.mtrr AM Pei y r Be Err -RI to i t s \Mn nnvtm
•dn.�eier•ar• •['^s b W r P•n. a
••d°".da,.rd pen Y a Yvtlrw ar P y w Yr•ranad la„, t yb _
^p�nrn•t�••dW chatY6 W!•> [utl rlalr W IWI.ulbny to eylly she W a•t i t
cL,.n d.a•a.e. �.Wr•W ee�rMi�t a[�rete4wra,.mil, nl tb.•am WI. �e r�ma
w•.ten Wm•rrr
3 hm v Mnw•,xyee•o••n,YMIu1y cWm:ryl a �o
IN IVITNESS WHEREOY.Tyr ail P.n Y el Ue!re p.n V R
W e tM
d•Y Y Au[Ya t, 19—w t t'v yens
JWG���` _ _fa•q
pJ )
STAlt Of eA9uryptrN,
D•Fyn� r
arrarr r Krm..111•0Pt•u.I - —_4Y Y,
—
••need r4^aa W are �---�_____--___._.,m t t•••n
W deN el ••Y ro r••�•er^.W rl^nlydrN mr••r,n.Rmnr�a ra h..inn ryr
tb_Y Y Pa•s.•Ir �4 r
---•Y.•.rbrsedc�e a •^•el NP.•e•rM.nn.r•m•ed,•n W rY.
.ner••:d mruewr. m,wrn mry
-nr�ly RGvep exlR4oE � w.en...n .rlw.�lhW.�r/M�h.(,w�../a Miq wr r..P.rr h•
b�a)r..y auaalb.n
r.rf trn• MiFGD ri�yn•y nMa-swuht, _
y easementis�being re-recordeC to delete
condition n pages -2 & 3 hereof.
1°5 EXCISE W RcQU13 1 '`l
p� RE
...................� Z-V-E M E N DIV
THIS INSTRUMENT, made this 71 ^`( day of_ n_
lf) I9'7h, by and between P. 7ET SOUND POWER & LIGHT COMPANY and
and _
and
M
Oand
r
�\ hereinafter called "Grantor(s) ", and the CITY OF RENTON, a
municipal corporation of King County, Washington, hereinafter
CfJ
called Grantee".
t`- W I T N E S S E T H:
That said Grantor(s) , for and in consi ration of the sum
of $ paid by Grantee,
and other valuable consideration do— by these presents, grant
1
without warran+y unto the said Grantee, its successors and
assigns, an easement for one eight-inch sewer line with neces-
sary appurtenances over, through, across and upon the following
described property in King County, Washington, more particularly
described as follows:
That portion of the Southwest 1/4 of Section 20,
Township 23 North, Range 5 East, W.M. , King County,
Washington, described as follows:
Beginning at the northwest corner of said Southwest
1/4; thence S 02006'30" W along the westerly limit
of said Southwest 1/4, 369.06 feet to a - ,int on
the north line of Puget Sound Power & I-ight Company's
right of way as recorded under Auditor's File No.
5687370 and being the True Point of Beginninn; thence
continuing along said westerly limit of said sub-
division, 125.87 feet to a point on the south line
of said Puget Sound Power & Light Company's right
of way; thence N 74032'17" E along said south line
217.52 feet to the southwesterly margin of Puget
Drive South; thence N 16020'40" W alon, said south-
westerly margin, 120.02 feet to a point on the north
line of said Puget Sound Power & Light Company's
right of way; thence S 74032'17" W along said north
line, 177.61 feet to the true point of beginning,
lying within a strip of land 15 feet wide lying
5 feet westerly and 10 feet easterly from the following
described line; Commencing at the southeast corner of
tract of land sold to Washinaton Natural Gas Company
by deed dated January 23, 1964, and recorded under
King County Auditor's File No. 5694120; thence S 870
09125" 11, along the south line of said tract, a dis-
tance of 464.17 feet to the True Point of Beginning;
thence N 11026'45" F.., a distance of 307.92 feet; thence
N 00057'40" E, a distance of 250.00 feet; thence N 140
19'25" W, a distance of 254.00 feet; thence N 13023'
25" W, a distance of 394.05 feet; thence N 11021'45"
N, a distance of 397.68 feet; thence N 11009'05" t;, a
distance of 391.04 feet; thence N 50052'25" L, i dis-
tance. of 167.30 feet to the terminus, said terninc3 lying
south 34038' 10" W. a distance of 77.47 feet from the north-
west corner of said Southwest 1/4.
Said heretofore mentioned Grantee, its successors or
assigns, shall have the right, upon prior notice, at such times
as may be necessary to enter upon said above described property
U7
nfor the purpose of constructing, maintaining and repairing .said
p). sewer line, provided, t`iat such construction, maintaining and
repairing of said sewer line shall be accomplished in such a
manner that the private improvements existing in the right of
D way shall not be disturbed or damaged, they will be replaced in
V as good a condition as they were immediately before the property
ti
was entered upon by the Grantee. ,
\ The Grantor hereby, and the Grantee, by accepting and
reco.'ding this easement, mutually covenant and agree as follows:
1. Grantee does hereby release, indemnify and promise to
defend a save harmless Grantor from and against any and all
liability, loss, attorney's fees incurred by Grantor in defense
thereof, asserted or arising directly or indirectly on account
of or out of (1) acts or omissions of Grantee and Grantee's
servants, agents, employees and contractors in the exercise of
the rights granted herein, or (2) acts and omissions of Grantor
in its use of its property which affect Grantee's employees,
• agents, contractors and other parties benefiting from said
facility; provided, however, this paragraph des not purport
to indemnify Grantor against liability for damages arising out
of bodily injury to persons or damage to property caused by or
resulting from the sole negligence of Grantor of Grantor's
agents or employees.
2. The Grantor shall fully use and enjoy the aforedes-
cribed premises, including the right to retain the ri,ht to
use the surface of said right of way if such use does not inter-
fere with the installation and maintenance of the sewer line.
6AQQA
-Q, , ._,.:n _.. .: —4 provided-t4a ..,,_.-,.,pus a
+�n-td+e�-arxtetior-.:=—t-he-pi��e•-line-ras--r.xrstnic.-tehi--.en<3--t#e-
_ �wenG
)n
per.
r -a} "�--�}h6-e,�.;i,y+�s »a .. t•�.�-.. ��ice.;--at
a m
-the
by sueii
\ f-Y.�� it a s bmj— mot,,.- I
. . 1
4. Grantee will allow the Grantor "he right to connect
to the sewar facili —as in the future provided that Grant i
or his successors pay the normal charges as required b ocher
9 Y
parties desiring to connect.
5. Should the Grantee cease to use this Easement for the
purposes specified herein for a period of two (2) years, it
shall notify the Grantor of such nonuse, and the rights granted
herein shall revert to the Grantor.
• In the event that the easement area is not used by the
Grantee for the purpose for which it was granted within a con-
struction phase period of two (2) years, the right of Grantee
shall revert to the Grantor and Grantor's property shall be
freed from thr easement as fully and completely as if this .
easement had not been entered into; provided, however, an
extension of construction phase time as specified above may
be qranted upon written request prior to the expiration date
of said two-year period.
Construction phase period used herein shall me
an the
Period of time from the effective date of this easement to the
date of actual use of thi sewer facility as contemplated
by this Easement.
d �
6. This Easement, shall be a covenant running with the
land and shall be binding on the Grantor, his successors, heirs
and assigns. Grantors covenant that they are the !.awful owners
to of the above property and that they have a quad and lawful right
.O
Oto execute this agreement.
,M PUGET SOUND POWER 6 LIGHT 60ATANY
0
�. 8 47$naC�2ea1 is rate 0--- ii—sJ i
STATE OF WASHINGTON)
) SS.
COUNTY OF KING )
C`
i
On this day of ,More��.p.: , 1978, before me,
the undersigned, personally appeared LESLIE A. DONNER, to me
known to be the Manager-Real Estate rivision of PUGET SOUND
• POWER 6 LIGHT COMPANY, the corporation that executed the fore-
�aing instrument, and acknowledged the said instrument to be
the free and voluntary act and deed of said corporation, for
`he uses and purposes therein mentioned, and on oath stated that
he was authorized to execute the said instrument.
WITNESS my hand and official sea'. hereto affixed the day
and year first above written, n qq
Notary Public in and for the State of
Washington, residing at
•
7 S 12 2a G8 4't— i
7903190765
,^�h.iil.iCSE LO/I/S G/ A!/f/L/ •iS•. ' i
/i•'c'JYCi'// `��p
SQ
Co/'/ ViUd /o G�n,Yyllt7y ---------------- _- p--- — • .,,� � ,Ctc/i^�1,%
Lo.ods of s';�sniirg/mn /✓o/ura/
Uos Co,77µ7ny
� ti:/%Jn,rs dve-N ,3e4 05J%� I
rn
xevoja
� i /xi'n,o:rent' h7 7 rn/JorVr y C�•9/,r ,�.yv�r of woy
q i CJSCrnc/1/ Cans/,uL/ate /+/SGrnril/ pug
v
� � J
i
�-- cv/e /••zc p• �.
ri;�/or/ /vole.ai jr
� '.' ,�/ • By A3reeme t of the parties hereto
5
T this ease t is bein re-recorded to
delete. ron ition 63 on page 3 hereof.
t 1`.S EXCISE "ioY r: )i F wUigm
King Ca Rmads Di.k;,a E FILE*
'1� E A S E M L N T GIV
Cy. _..����, Deprty -
THIS INSTRUMENT, made this '�$*W day of ovE!n_1E_R
R 19 78 , by and between PUGET WESTE'LN, INC., and
.D
N and
and
O and
p.
r
1 hereinafter called "Grantor(s)", and the CITY OF RE\TON, a
municipal corporation of King County, Washington, hereinafter
i called "Grantee".
W I T N E S S F. T H:
That said Grantor(s) , for and in consideration of the sum
of _paid by Grantee;
and other valuable consideration do_ by these presents, grant,
wi.thnut warranty into the said Crantee, its successors and
, an easement for one eiylit- ch sewer line with necessary
appurtenances over, through, across and upon the following des-
cribed property in King County, Washington, more particularly
described as follows:
That portion of the following described Parcels "A"
and "B" Iving within a strip of land 15 feet wide
lying 5 feet testerly and 10 feet easterly from the
following described line: Commencing at the south-
east corner of tract of land sold to Washington
` Na ural Gas Company by deed dated January 23, 1964,
and recorded under King County Auditor's File No.
5694120; thence S 87009'25" W, -long the south line
of said tract, a distance of 464.17 feet to the
True Point of Beginning; thence N 11."2614�" E, a
distance of 307.92 feet; thence N 00*57140" E, a
distance of 250.00 feet; thence N 14019'25" W, a
distance of 254.00 feet; thence N 13"23'25" W, a
distance of 394.05 feet; thence N 11021'45" W, a
distance of 397.68 eet; thence N 11909'05" W, a
distance of 391.04 feet; thence N 50052'25" W, a
uistance of 167.30 feet to the terminus, said terminus
lying S 34038'10" W, a distance of 77.47 feet from
the northwest corner of the Southwest 1/4 of Section
20, Township 23 North, Range 5 East, W.M.
Parcel "A"
That portion of the Northwest 1/4 of the Southwest
1/4 of Section 20, Township 23 North, Range 5 East,
W.M. , in King County, Washington, lying southwesterly
of the Bonneville Power Trz.nsmission Line Easement
and westerly of Puget Drive South and northerly of
the Puget Sound Power 6 Light Company 120 feet trans-
mission line right of way.
Parcel "B"
Du t portion of Tract 1, Plat Number 2, of Renton Co-opera-
tive Coal Company's Acre Trccts, according to the plat
thereof recorded in Volume 9, page 27, in King County,
Washington, lying north of a line 108 feet south of and
V parallel with the north line of said Tract 1, EXCEPT
rportion conveyed to the: City of Renton under Recording
Number 5646273 an9 EXCEPT Portion conveyed to the State
Q
CD of washiagton under Recording Number 7507100305 and
EXCEPT 1ortion, �f any, lying within the Bonneville
Power Transmission Line Easement.
D`
To;ethet with a temporary construction easement described
as:
7
f A strip of land 10 feet wide, said stri2 lying adjacent
D to and adjoining the east line of said I5-foot strip of
D land.
Said temporary construction easement shall r(main in force
during construction and until such time as the utilities and
appurtenances have been accepted for the operation and main-
tenance by the Grantee but not later than June 1, 1980, at
. which time said temporary easement shall expire in its
entirety.
Said heretofore mentioned, Grantee, its successors or
assigns, shall have the right, upon prior notice, at such times
as may be necessary to enter upon said above described ro ert
P P Y
for the purpose of constructing, maintaining and repairing said
sewer line, provided, that such construction, maintaining and
repair of said sewer )ine shall be accomplished in such a manner
that the private improvemenfs existing in the right of way
• shall not be disturbed or d.. ,,ed, they will be replaced in
as good a condition as they were immediately before the pro-
perty was entered upon by the Grantee.
The Grantor hereby, and the Grantee, by accepting and
recording this Easement, mutually covenant and agree as follows:
1. Grantee does hereby release, indemnify and promise
to defend and save harmless Grantor from and against any and
all liability, loss, attorney's fees incurred by Grantor in
defense thereof, asserted or arising directly or indirectly
on account of or out of (1) acts or omissions of Grantee and
Grantee's servants, agents, employees and contractors in the
exercise of the rights granted herein, or (2) acts and
omissions of Grantor in its use of its property which affect
Grantee's employees, agents, contractors and other parties
p1ti^ * "rc-i '.;.yid facile • i✓ ),.,5ded, however, this pars-
graph does not purport to indemnify Grantor against liability
for damages arising out of bodily injury to persons or damage
to property caused by or resulting from the sole negligence
of Grantor or Grantor's agents or employees.
2. The Grantor shall fully use and envoy the aforedes-
10
r
0 cribed premises, including the right to retain the right to
M use the surface of said right of way if such use does not
c;
r•
interfere with installation and maintenance of the sewer line.
c1 m �_ Aran-s t � '•')
-e.�.,--aAa�aat-ALa-i.r�-bvildi-ags-c= he-sasewent- Ji'°n,(j)
-SL@d-�Gr4lA--aCgYii2d--{>rA••••i�..i ah��u �/1�'/1
a�_.....-:-. h.-:ro
�-..9.....a T-1.Or !.G ao 1iAgf-'v-t LOA.$LZUCLCd' ,.-3^-d,-.-thy
—�2-tt-0W-LJ-f—aAy--fAliAda -16H—f6r ••••�'�wh�•'�p�9YE'Ftlf'H
.--
0
"�.. .�l�i�.-t-0..G(�R6�i-Flt..t_-Fll 1`— t:•`�r$V6aTEnkr-l.>r13'�"' �
1.�11 1.�_d110. Che-'-ra.gU.t- f .i n.hnr
T
i shin th— _Yainn
{ar�a�l�:a--AE-xha'{��s�al'a_-for ♦h , '
�:-tla(a-cps er.�enk._blocked-.hy-_snch-i.mgrnsrP�^r
a4gr2ea.to-aoti,fy.,-Gro....��*-..f h:` ''e -^.l =r,�ll ..h..,:^Tlan fI T
13W�thf3-�rdll-t99--3—Z9a40A
-aPA ,e� s _. to Hanna ahn I•�)
4. Grantee will allow the Grantor the right to connect
to the sewer facilities in the future provided that Grantor
or his successors pay the normal charges as required by other
parties desiring to connect.
S. Should the Grantee cease to use this Easement for the
purposes specified herein for a periof of two (2) years, it
shall notify the Grantor of such nonuse, and the rights granted
herein shall revert to the Grantor.
3 -
In the event that the easement area is not used by the
Grantee for the purpose for which it was granted within a con-
struction phase period of two (2) years, the rights of Grantee
shall revert to the Grantor and Gro,,tor's property shall be
In
freed from the Easement as fully and completely as if this
01 Fasement had not been entered into; provided, however, an
]h extension of construction phase time as specified above may
O
(71
f be granted upon written request prior to the xpiration date
of said two-year period.
Construction phase period used herein shall mean the
period of time from the effective date of this Easement to
the date of actual use of the sewer facility as contemplated
by this Easement.
6. This Easement, shal.,. be a covenant runring with the
• land and shall be binding on the Grantor, his successors,
heirs and assigns. Grantors covenant that they are the lawful
owners of the above property and that they have a good and lawful
right to execute this agreement.
_ PUGET WESTERN, INC.
By
President - _-
• STATE OF WASHINGTON)
) SS.
COUNTY OF KING )
On this)J9 % day of NoyEm6ER , 1978, before me, the
undersigned, personally appeared L. E. BALL, to me known to be
the President of PU(MT WESTERN, INC., the corporation that
executed the foregoing instrument, and acknowledged the said
instrument to be the free and voluntary act and deed of said
corporation, for the uses and purposes therein mentioned, and
on oath stated that he was authorized to execute the said
instrument.
WITNESS my hand and official seal hereto affixed the day
and year first above written.
Notary Public in and r the State of
;•�.!_� `. Washington, residing at i,ym. wood
_-- • • T8-1�1-OzJ4�0
7903190764
.wJ 8d h'.<'•tiiCSC u. �.
•.: .r� v�
- L all,/S o/
- .... � .. . Carr Vend /J Grady A'Oy
..a9z v-d
� r
LondS or /✓Osaing>vn Nn/Ur�/ ~j ' _
GOJ CvmAUny
Evs/Cr/qq CYgc l.�'1J.`�:JJ
O/ aJS /CII.eS J 994c� �� i
,Z'J J•P.-rrnonCn/fvsCmCnl -'" i%��
!I 3�r y1,WY N.rSd
1
I r'nmJc2• _ � �-
or!,✓- /�}h7aJ/.ftY67p /:`.✓cr•
f c, i 'xture..J�n/ Coil%/JlCl�'yfVJ[m:Al ��/ pu9.^,} y'Lrgh% R/y�irofj✓ay f
N V �•
G f
� r
e
S
_� . �0.}3:o•s
PERSIfT FOR LIMITED USE OF OPERATING PROPERT?'
THIS LIMITED USE PERWr made this y f__dayof ry.-r.,I •to lL—by and lwr.vrn Pl.GE'i
SOCVD M%%ER i LIG'rT COMPANY.a Washington c«Iranlson I"Pogel"Nuclei and ---.------
THE CITY OF REHIMS. (-Pe"o"ee' herein'.
N.wt hereby gran permission m Permhtee m .•the follMr8 deem-hed rul property(the`Property'hereinl irritated
m _—SiD.y_ County.Wasr atom:
See attached Exhiht A".
i Term. I!nieu ,thensue terminated pursuant to the terms hereof, the term of this Prrmn is _1_years hernn!np
as 2fshe_�ats-herEaf_
n yemm�P aa7.s-moat earerrriruaaseasai.faaska Ysoaru>Ihe.rvet uEanw+M•lar awLW gre+rwshrmrL
li Permittee's Wn of PrnpertY.
Construction purposes, for installation of an eight-inch sewer line.
s Limitations on Ute.The Properi. .s operating utility property of Pugget and Puget may me wine for the pur.wse,of its
!d... ..........s as full,aid this permit had not been given.Permitee shall not erect a. .bwldmh or structure of p kind on
the Pfnperty or use the Proper fur am purpme ether than specdo I in par,,graph y alx ve.No blasting shall be Bore without
Pugw s prior vvrinen o:i and brush and stumin shall he burned oaly at the times and in the Moore Permit!zd Wit"and
t.ash due care not in injure an%properh.Fermin"shall comply with all let s and ordirances appliw6le to the Property and
Perimne,s use thereof,and shall keep the Property tree Grim any and all lien,which might arise as a rci of Perintttee's
use and ocupano of the Priz h
3 Indemnity,The Nopet t. subject to the hazards incident to the operation of an electrical systmn.ann in co!k oderatton
of the nominal charge pen bs Permittee for the use of the Property Permiut f.. ct .gem that Puget shall not be liable for
any damage or inulan suffered by Permitee on the Noperry or for am damage or mlary to voile o other prope,b�upon the
Propene.Per.mee lurther agrees to save and hold Puget harmless f m all claims for dani s:dterad b; e!: person on the
Property which may arise as a result of PermWee's use of the Proper,
6 Aaslgament•Tarmioation.This permit is not assignable and it may t terminated by Puget at am ume upon sixty lrol
dais written mince given to Permittee in person or by mail.Upon such t .-una ion the unearned parr of any Prep.ad ronbl
shall he refunded
l Restoration.Upon term,.. et ul this permit.Permitter shall ri move any facility which Permittee has placed upon the
proper,;and stall eth-...x restore the Property to as ilrind a condition as it was prior to the installation of said facility on
the Property
F.cECUTED as of tha date first above written
ACi:EMD PUGET SOUND POI:ER a I'GHT COIsfPAN
CITY OF RENTON
Prrneea A /
Y L4
8 � Ili Manager-Real i _ate Division
T.I.p hone to ------
a..r
EXHIBIT "A"
That portion of the Southwest 1/4 of Section 24, Township 23
North, Range 5 East, W.M., King County, Washington, described
as follows;
Beginning at the northwe.at corner of sn. . Southwest 1/4; thence
S 02°06'30' W along the +esterly limit of said outhw c 1/4,
369.06 feet to a point on the north line of Puget Sounu Power i
Light Company's right ct way as recorded under ' aditor's File
No. 568737U and being the True Point of Beginning; thence con-
tinuing along said westerly limit of said subdivision, 125.87
feet to a point on the south line of said Puget Sound Power s
Light Company's right of way; thence N 74032'17" E along S-id
south line 217.52 feet to the southwesterly margin of Puget
Drive South; thence N 16020'40" W along said southwesterly
margin, 120.02 teet to a point on the north line of said ?uget
Sound Power 6 Light Company's right of way; thence S 74°32'17"
W along said north line, 177.67 feet to the True Point of
Beginning.
1
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--------------------------
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SUBJECT Q��r �--- PROJEC
1, 7
1L �
Sipn
`1YC Precision Sealing 12 In s s rso,. sr...,
C& Video SVStems a.n,.n, w..mner..saos.
W11) ]aa-al la,a.m.n.w.
k -r- (103) aea asn s.,sm o.
_ T. V. INSPECTION and GRO(1T RFPpIgT
Os NO. CLIENT LATE
PipE CLEP.NEU BY WCATRCR -1` 1
I NSPECTDR
f1Y'AQ 1 4Lr, A(<y� C.Si'�r of QS.tJtON UCATh:N Df LINE
Direction of Fluu a
Me hooly_ pipe Size Joint Length Pino 7ycT Joint Type annals �w'�1 oP
♦ac. ZO FT F II r f2 . N� eft Righ
Ditectien of Measurement'Qf—From Center of Manhole T�� I Bottom
T. V. I N S P C C T I U N U ? I N G
Footage Remarks Data Repaired
Remarks
2 (3 Ft of
LINE CUNDITIDN LEGEND
Pipe Condition _ 1 B -Broken Pipe PT -Protruding TapTed
LI -Leak Infiltration R -Roots
Manhole Condition Mc 3 LE -Leek Ecfiltrntion
S -Service Lateral
Grade P -Picture No. U -UcPaosahle
TECHNICIAN
Precision Sealing aN�N•awe+.pN revn
G A Video Sys /ems ew{1)a#n-pan s w.o
T. V. INSPECTION and GROUT REPORT
OB ND. CLIENT GIIT�
pIPE CLEANED BY WEATHER INSPECTOP
CCATION Of LINE
i
Direction of flow Op
Manhole pips 5i.e Ooint Length Pipe Type Joint le
No. .. No. eft 1
19
A
'Iryat i
Direction of Measuramant�--Prox Canter of Mennole gotta{
T. V. I N S P E C T 1 0 N G R 0 U T I N G
Footage Remsrks Date hepalroG Remarks
LI��i ::ONDITI3'. LEGEND _
Pipe Condition Nt�, G 8 -Broken Pipe PT -Protruding Tap
LI -Leak Infiltration R -Roots
Manhole Condition LE -Leek Exfiltration 5 -Service Lateral
p -pictare No. U -Unpassetle
Grade —
y W ICI1Ca
Precision Sealing :> > as ,aaw a•.:,
Video Systems ("a aaa-a.ra eM,M01
am)aaa.aarr. a.,..,.o..
T. V. INSPECTION and GROUT REPORT
No. CLIENT -- OATC
CIvPq (:Ow !'T C,
PIPE CLEANED--�T JEATPr' -- --"'.L.PECTOR
UP10.3 r-
Wit•R �2ry >`.
OCATI ON OF :.I NE
On ec,5a m....yc +u P t. k or'.A
Direction of Flor ��1 r� -I
"or a Pipe Size Joint Lanytn Pipe Type Joint Typo Is ao.r. 3 /
Y,u.` _ �� No. ) eft R'yn
_ Mee
--� Direction of Measurement--Free Center of Manhole ��J TAPF* I Oottar.,
T. U I N S P E C T I U N G R 0 U T I N G
Foota'3e Raearl.a [late Nepal.-;d Remarks
G+ yrwlc u• 2. _ Crl ftNh c_
NE CONDITI-% LEGEND
Pipe Condition Ewo U -Oroken Pipe PT -Protrucing Tap
LI -Leak Infiltration R -Roots
Ma'lhoie Contrition LE -Leak Exfiltratlor, 5 -Service Lateral
P -Pictur] No. ',l -Unpaesat`lB
Grade 111 111111���444ddd
�LCNn IC1An
Precision Sealing IS 7i7 sE I5 A avo�
�, aEnbx. W...L.plo.e9e65
2+ Video Systems (ros) ns$-ans R.M .W.
(eoa)343-3211 S.ft.
T. V. INSPECTION and GROUT REPORT
OD ND. CEIE.NT DATE
IPE CLEANED 6Y aERTHER i INSPECTOR
GCATION OF LINE
Ow Cw io FJ .7 n;,.w
Direction of Floa �� n or
Manhole Dips Sizs Joint Length Pips Type Joint Tyae nhols 1WN N
1 No 2J cT yC a_Q No // eft Righ
Direction of Measoremsnt4 --From Ce^ter of Mannoie ��/ 1 1 2 Bactam
T. V. I NSPECT ION GROUT ING
Foota�o Remarks Uate 40031red Remarks
S ei eG vk
2'�i FT Cx TO ST. d` 2 '
'Z ec Q, k
LINE CONDITION LEGEND _
Pipe Condition Neu.• fw,.j D -Broken Pipe PT -Protruding Tap
LI -Look Infiltration R .Roots
Mannele Condition LE {eak Exfiltration
- i A 5 -Service Lateral
p -picture No. U -Unpassaole
GraoO 1e�'•-
TECHNICI,,'.
Precision Sealing dIr> d.d. rear. door
W..M.p..as esd
Z Video Systems (doc) t+d-d.rs.e.N...W.
(dpd)tad-]d>r. dn.a.Or
T. V. INSPECTION_ and GROUT REPORT
OB NO. CLIENT V i� DATE
IPE CLEANED BY WEATHER INSPECTOR
04 A O I Cw.E tat.
OCATION Uf LINE
oµ P ev P c iJ EST£c3� Sfw- Sf >fe P idcr
Direction of floe pp
Manhole fah o'P. Side Joint Length Pipe Type Joint Type
s � ef�ign
Direction of Msasursmen from Center of Manhole 2 TK�'E. L Bottom
T. V. I N S P E C T I U N G H O U T I N G
f ooteye Rcmarks Date Repaired Rema[ks
LINE CDNDITICJ, LEGEND _
Pipe Condition w B -Broken Pipe PT -Protruding Tap
LI -Leek Infiltration R -Hoots
Manhole Condition LE task Cxfiltration
(-.op,P s -Service Lateral
P -Picture No. U -UnpassaCla
Grade
�j TS_Rn ICIa0.,
�\ Precision Sealing +Jai a.s NaJ1 4vw
� P.. .' NI.If 11afOX*Bess
CI Video Systems
flog 253-I475.aMIM.MI
(303)JIJ-3311 bNn.Of.
T. V. INSPECTION and GROUT REPORT
OB NO. CLIENT DATE
PIPE CLEANED BY WEATHER INSPECTOR
olktko
Z
OCATION OF LINE n [`
O N p •i'1.- r fJ.st t LJ4L�fT.V� �p-y�
OiractiPn of F-I.- ♦ pp
/ F'�ennple nhola Q�wN
1\ Pipe Size Joint Length Pipe Type Joint Type k
Np. �C1�H 10 ct J-2syo Np. TgaF 2 aft Righ
Direction Of Measurement From CeaLe[ Of Manhole
( �* nS Bpttpm
T. U. I N SPE C T I O N G H O U T I N E
Footage Remarks Date Hepaireu Remarks
,INC COND TION LEGEND _
Pipe Condition B -Broken Pipe PT -Protruding Tap
Li -Leek Infiltration H -Hoots
Planhole Condition LE -Leek Exfiltration
S -Service Lateral
P -Picture No. U -impassable
Grade
SANITARY SEWER SYSTEM LOW PRESSURE AIR TEST
PROJECT T, _ a_r,.,cc
DAT - INSPECTOR
LOCATION LENGTH K C_ RESULT
r..
CERTIFICATE OF CONSTRUCTIPN OF WATER POLLUTION CONTROL FACILITIES
INSTRUCTIONS:
A. Upon completion, and prior to the use of any project or portions thereof, a
Professional engineer shall complete and sign this form certifying that the
Project was constructed in accordance with the plans and specifications, and
major change orders, approved by the Department of Ecology.
B. If a project is being completed in phased constructiat, a map shall be attached
showing that portion of the project being certified on the date given below.
Each phase of a project must he certified as it is completed. Additional
certification forms are available from the Department of Ecology offices listed
below.
NAME AND BRIEF DESCRIPTION OF PROJECT
NAME OF OWNER _ _ DOE PROJECT NO.
ADDRESS DATE PROJECT OR
PHASE COMPLETED
CITY STATE ZIP DOE PLAN AND '—
SPECIFICATION
APPROVAL DATE
I he-eby cartify I an the project engineer of the above project; that said project was
inspected by me or my authorized agent and it was constructed and completed in accord-
ance with the plans and specifications, and major change orders, approved by the
Department of Ecology and as shown on the owner's "as-built" plans.
Signature of Professional Engineer
Date
SEAL OF ENGINEER
Please return completed form to the Department of Ecology office checked below.
❑ Southwest Regional Office ❑Central Regional Office
Department of Ecology Department of Ecology
7272 Cleanwater Lane 2015 South First Street
Olympia, Washington 98504 vakine, Washington 98903
❑ Northwest Regional Office ❑ Eastern Regional Office
Department of Ecology Department of Ecology
4350 150th Avenue N.E. East 103 Indiana Avenue
Redmond, Washington 98052 Spokane, Washingto- 99207
ECY 040-2-28 — ,
MEMORANDUM
TO Mikr Mccarty DATE 12-31-79
FROM Arlene Haight
SUBJECT Victoria Hills Trunk Xer 259
VICTORIA HILLS TRUNK
Serer: (S-259)
2163 LF of 8" PVC Sewerpipe f54,07S.00
Bill of Sale Received,
Take into Plant.
ARLENE HAIGHT
M
twknsT O YTti INC.
rl�•wr• ,f
k WM be(• SIAlil[. KASNINGION mM IROSi 2155-N12
JOBA-1-0o y
DATE.
to: y S -
,n,11Wl l�•V-Mr\
TRANSMITTAL
DESCRIPTION: yy -----____
C Vle-ut . C
® SPEED LETTER
TO;—
DATE:
PROJECT:
SUBJECT: --
— Signed
All
1
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i 7
7
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I� � � .
�s �' �
■
HARSTAO ASSOCIATES INC
ae�ereen•...wxAs
qH NKM AVEH{( H. IMBI MS'IM3
I,O.BCz 91y $CATTLE WASWH 1014 MpW
f%r,— vvr
LOB: /uG:� !vi'S>!t'.v j.9'/• SI.✓• oArc -- i"/•- 3 /j _
TO. 1.7/.tLCJ9.2 of fup/CC 6✓s�.s•c'S
7�o til//[ Ss Sn,
ANT ,,- TRANSMITTAL
L./N,L•;/,,, ; iv„/ Q7 /,vif.ts
��'.r/f � ACi.; yf.v9 is %:b/1'/ �m .•�;�%<. ��-
kE(;tIVtU
Cii�K Nerrroy
"aas
HARSTAO ASSOCIATES, INC. --
BY.
F/ rp'i.� /�. .✓/J
PUCET WESTERN, INCORPORATED
c/c Harstad Associates, Inc.
1319 Dexter Avenue North
Seattle, Washington 98109
3 ADVERTISEMENT FOR BIDS
' Notice is hereby given that bih will be received for the following sani-
tary sewer construction:
Connection to an existing City of Renton manhole ..,d approxi-
mately 390 LF of On ductile iron pipe, 1,770 LF of B" PVC sewer,
and six sanitary sewer manholes.
Bids will be received at the offices of Harstad Associates, Inc., 1319 Dexter
Avenue North, Seattle, Washington, until 2:30 p.m.,
and then publicly opened and read aloud.
The Contract Documents may be examined at the following location:
Harstad Associates, Inc., li19 Dexter Avenue North, Seattle, Washington.
Copies of the Contract Documents may be obtained at said office.
The owner reserves the right to waive irregularities and informalities.
Puget Western, Incorporated
Date
0
a
t
t
1 --
1
PUGET WESTERN, INCORPORATED
Puget Power Building
' Bellevue, Washington
SPECIFICATIONS, PROPOSAL AND CONTRACT DOCUMENTS
' FOR
8" SANITARY SEWER
Table of Contents
INFORMATION FOR BIDDERS
' SPECIAL hROVISIONS
GENERAL CONDITIONS
SEWEP GENERAL SPECIFICATIONS
' DETAIL SPECIFICATIONS
MEASUREMENT AND PAYMENT
BIDDER'S PROPOSAL
BIDDER'S QUALIFICATION
AGREEMENT
PERFORMANCE BOND
PAYMENT BOND
1
i
i
WFORl' OM FOR BIDDER,
1. General
2. location Info - i
3. Exaleinatim Info - I I
of Plans, S,necifica��
a. d Site
4. Proposals Info - 1
!I S. Awa ra of Contract Info - I
6. Cor,ect_Ions, Inter r Info - I
o eta[:ons and Addenda
7.e Project En In Into - 2 9 oer
B• Sales and Material Tax Info - 2
9. Bidder's Info - 2
Check List
Info - 2
i
Info - I
i INFORMATION FOR BIDDERS
I. GENERAL
Plans and specifications aro en file at the office of Harstad Asso-
cietes, lnc., 1319 Dexter Avenue North, Seattle, Washington 98109.
2. LOCATION
The specific location of the facilities to be constructed is as shown
on the contract plans.
EXAMINATION OF PLANS, SPECIFICATIONS AND SITE
Bidders shall satisfy themselves as to construction conditions by
' personal examination of the plans, specifications and site of the
propcsed work and by any other examination and investigation which
they may desire to make as to the nature of the soils and difficul-
ties to be encountered.
4. PROPOSALS l
' Proposals shall be made an the forms included herewith and shall be
addressed to Puget Western, Incorporated, clo Harstad Associates, Inc.,
1319 Dexter Avenue North, Post Office Box 9760, Seattle, Washington 98109,
Proposals shall be in a sealed envelope, identified as a bid for this
project and shall be mailed or delivered to the above address to arrive
not later than 1979
' No proposal may be withdrawn after the time set for the bid opening
before award of contract unless said a, rd is delayed for a period
exceeding 60 calendar days.
5. AWARD OF CONTRACT
A contract will not be awarded until the Owner isisatisfied that the
successful bidder is reasonably familiar with the class of work con-
templated and has the necessary capital, tools and experience to
satisfactorily perform .he work within the time stated. Completion
Of the work within the tim stated is essential and prior commitments
of the bidder, failure to complete other work on time, or reasor.ab Le
doubt as to whether the bidder would complete the work on time, would
' be cause for rejection of any bid. The right is reserved by the Owner
to waive any informalities in the bidding, to reject any or all propo-
sals, to accept say proposal, to re-advertise for new proposals or to
otherwise carry out the work.
i ,
M�R;TAO �;;OCIATE; INS
r
Info - 2
r
6. CORRECTIONS, INTERPRETATIONS AND ADDENDA r
addenda
of the Ownor, Written Any omissions, discrepancies or
to need for irterp�etations should be
c in writing to the attenon n. r to clarify
ify questions which aris tie will then be issued, All inter-
pretations or explanations of the contract documents shall be in
the form of an addendum and no oral statements by the Owner, or
other representative of the Owner shall, in any way, modify the r contract documents whether made before or after letting the contract.
7. PROJECT ENGINEER r Notices as required in the General Conditions, Information for Pidders,
etc., shall be mailed to Puget Western, I
Inc., 1319 ncorporated, c/o Harstad Asso-
ciates, Dexter Avenue North, Post Office Box 9760, Seattle,
Washington 98109, Attention: Owen Bond.
8. SALES AND MATERIAL TAX r
All bidders are hereby notified that the Owner will not pay separately
any sales or material tax for this project. All costs of such tax shall r
be included in the unit prices bid for each item as contained in the
Proposal.
9. BIDDER'S CHECK LIST r
The bidder's attention is especially called to the following forms
which must be executed in full as required. r
a. Proposal
The unit prices bid must be shown in the space provided. Show r unit prices in both words and figures.
b. Proposal Signature Sheet r
"o be tilled in ana signed by the bidder.
c. Statement of Bidder's Qualifiutions r
To be fiiied in and signed by the bidder.
d. Bid Bond
Each proposal shall be accompanied oy a certified check, a r
cashier's check --• bid bond (with authorized surety company
as surety, made ~dyable to Puget Western, Inc., c/o Harstad
r
r
r
i -
Associa Infp .
res, Inc. 3
at
1 �e fi Be�PeP cent�l8 of 8109Avenp f•,+.th Post "ffice
a. Contract8 items are he e .L ut,.f the after
4 eb�mt not less than
1 to
the c.sntra r
1 'This agree o ment c is awarded;
P' Per formance 8pnd be e"ecuted by the successful bidder.
1 aYment Bond
1 �
I
I
r '
i
1
Boom" lm��YNfT�p •060Ge11I21 eNC III
'�
SPECIAL PROVISIONS
1 1 . materials SP - 1
2. Payment SP 1 ,
I 3, Completion Tune SP - 1
1 4. tiquldateu Damages SP - 2
i '
� 5. Failure to Maintain Progress Schedule SP - 2
I �
6. Maintenance of Public Streets znd Utlliil es SP - 2 ,
7. Material Orders SP 2
'
8. The Contract Plans SP - 3 '
y, Providing Fennits anA Inspection SP - 3
10. Order of Completion SP - 3
11. Inspection of Work SP - 3
12. Construction on Easements SP - 4
I i
I
I
SP - 1
' SPECIAL PROVISIONS
1 , MATERIALS
fie Contractor shall furnish all materials and equipment for the
completion of the work to be performed under this contract and
shall be solely responsible for all these materials and equipment
until the completed project is delivered to and accepted by the
Public Works Department of the City of Penton, Washirgton.
2. PAYMENT
Monthly progress payments will be made to the Contractor during the
working period but not after the specified project completion dates.
Payment to Contractor will be based up m the field status of work
actually completed and accepted in accordance with the provisions
of Paragraphs 47 and 48 of the Contract General Conditions. Ten
per cent (10%)of the amount of such payments will be retained by
the Owner until final acceptance of the work and submission of satis-
factory evidence that the work is free from all liens and claims.
Y'he monthly payment to Contractor will be based upon the field status
' of work in accordance with the following schedule:
Field Status Per Cent Payable
' Pipe in ground and trench barkfilled so j
Pipe cleaned and tested satisfactorily 75 III
Final restoration completed and app'vved 100
by Engineer
Other items to be paid when completed.
Measurement and payment for quantities shall be as specified in
the "Measuremann and Payment" section of these specifications.
3. COMPLETION TIME
' The Contractor shall have the facilities substantially completed
and in service within F,1 calendar days after the date of Notice to
1 Proceed.
i
' � .___._ wawstwo asmocu ram tic —
1
SP - 2 i
4. LIQUIDATED DAMAGES i
Liquidated damages for failure to complete the contract as specified i
will be assessed as follows:
One hundred dollars (S100) per calendar day thereafter,
plus additimcl cost of inspection, supervision, legal i
expense and court costs incurred beyond the said date.
5. FAILURE TO MAINTAIN PROGRESS SCHEDULE
the Owner will periodically check actual progress of the work against i
the progress schedule. Failure, without just cause, to maintain pre-
gross in accordance with the schedule thus set up shall constitute a
breach of contract and shall constitute reason for invoking the Eerti-
nent portions of the General Conditions of these specifications. If,
through no fault of the Contractor, the proposed construction schedule i
cannot be met, the Owner may require the Contractor to submit a revised
schedule to the Owner for approval. :he approved revisions will there-
after, in all respects, apply in lieu of the original schedule. '
6 MAINTENANCE OF PUBLIC STREETS AND UTILITIES
.he Contractor shall be responsible at all times, for the maintenance '
of streets and other utilities affected by construction. operations. Debris
and rubbish shall not be permitted to accumulate and all premises shall be
maintained in a neat and workmanlike condition. In the event that the Con-
tractor fails to conform to these requirements, the Owner shall have the
right to have the work done by others and the cost will be deducted from
money$ due to the Contractor in accordance with Paragraph 40 of the Gen-
erai Conditions.
Ala work shall be in compi.lance with the requirements of the Crty of
Renton Regulations and Standards insofar as the use and maintenance ,
of city streets and utilities is concerned.
7. MATERIAL ORDERS '
Ali material and equipment included under this contract shall be
placed on order within five 0) calendar days after the date of award
of contract to assure materials are on hand by date of Notice ca '
Proceed. A copy of all Orders shall be submitted to the owner for
information.
1
B. THE CONTRACT PLANS
The Contract Plans consist of the following sheets:
Sheet No. -itle
1 Sanitary Sewer Plan and Profile
2 Sanitary Sewer Plan and Profile
' 9. PROVIDING PERMITS AND INSPECTION
The Owner will obtain approval from the regulatory agencies having
jurisdiction over the proposed construction. The Contractor shall
confirm that all such permits are in order prior to commencing work
on the portion of the job covered by those documents. All required
permite, permission under franchises, licenses and bonds of a tempo-
rary nature shall be secured and paid for by the Contractor in ac-
cordance with Paragraph 29 of the General Conditions.
The Owner will pay any cost of inspection by agencies having juris-
diction during the period allowed for completion or completion as
extended. The Contractor shall pay all costs of such inspection
after th,* contract completion date.
The Contractor shall perform the work in strict compliance with
the permits governing the work. Where permit requirements and
specifications are in conflict with the specifications of this
contract, the permit conditions shall govern.
10. ORDER OF COMPLETION
In cases involving public health, safety or welfare, the Owner may
direct the order of completion of the work.
11. INSPECTION OF WORK
The Owner will make periodic visits to the job to fami`iarice
himself generally with the progress and quality of th. work. The
Owner's representative will carry out reasonable inspection of the
' uork to determine if it is proceeding in accordance with the Con-
tract Documents.
1 Representatives from the City of Renton Public Works Department
will perform periodic construction inspection throughout the length
of this project and all materials and finished work -;ill be subject
to acceptance by the above in addition to the Engineer's acceptance.
' The Contractor shall be responsible for giving 46-hour notification
to the Owner prior to commencing any construction.
w^.STao ASSOCIATES INC. -
SP - 4 '
12 CONSTRUCTION ON EA.ENENTS
A1_ work on easements shall be performed strictly in accordance with
easement provisions. Easements shall be restored equal to or better
then original condition. The Contractor shall do no work on easement
areas until specifically authorized by Engineer. The Contractor shall
:.ecura a written a royal of easement restoration from each owner of
land which is crossed by an easement.. Copies of the release form may
be obtained trom the Engineer.
1
1
PROPERTY OMMER'S APPROVA( Of EASEMENT RESTORATIuN
T
1 ___'�we the undersigned n wne r(s) op Property identified
ed as
' ddress or property description
do hereby approve and accept the tC3tOratinn w0
rk done by
the Contract
or on the constructiro of
my (our) Property. sewer mains on easements over and a_-�
' SIGNED:
Date:
1
1
I
r
1 �
ff�
GEWRAL CDNDITIOMS
1. Soo" GC - 1
2. Definition GC - 1
3. Abbreviations GC - k
6. Enacution, Correlation and intent or Documents cc - f
5• Plans and SPOCIfiCatims - omissims and Discrepancies GC -
6. Exeminatinn of Site of Work
GC - 7
7. Stator of Engineer GC - ]
8. Engineer's Decision GC - 8
9. Contractor's Representations and Warranty GC - 9
10, Inspection and Tests GC - 9
li, final Inspection and Acceptance GC - 10
12. Plans and SPetlfi"tions Accessible GC - 10
13• Ownership of Drawings SC - 10
16. Notice of Award GC - 10
15• Insurance cc - 11
16. Notice to Proceed GC - II
t17. Progress Schedule GC - 11
18, Schedule for Values -t Lump Sue Work GC - 12
13. Pre-Construction Conference GC - 12
20. Material and Equlpaent - Material and Equlpwent List GC - 13
21. Shop Drawings GC - 14
22. Cutting and Fitting GC - Is
.,� 23• Labor, Materials, Equipint, facilities and Workmen GC - 15
24. Materials and Equipmat Furnished by Owner GC - Is
25. Samples GC - 16
26. Deteminat_lon of ,0, Equal" GC - 16 + J
21. loyalties and Patents GC - 16
28. Lands for Work GC - 16
29• Surveys, Permits, Laws and Regulations GC - 17
30. Points and Instructicre GC - 17
'I, Paysmnt of Prevailing Wages GC - 18
32. Protection of Work and Property end Safety GC - 20
January 1973 .._
Hen;TeO /yi40<IgTe; INC.
33, Existing Utilities or Obstructions cc - 21 ■
34 Replacing Improvemer.ts GC - 22 �t
35 Superintendence and Supervision GC - 22
36. Changes in the Mork ct - 22
37, increase or Decrease of Mork GC - 23
38. Clal ms for Extra Cost GC - 2"
39 Delays and Extans;on of Time GC - 24
4D. Completion and/or CO•rection of wort, and Remedies Before
Pinst Payment GC - 25
41. Defects Ar�sinq In One year and Remedies GC - 26
42, Suspension of Mork CC - 26
43 Owner's Right to Terminate Ccatract G. 27 '
44, Contractor's Right to Stop Mork or Te rminate Contract GC - 28
45 Removal of Equipment GC - 28
46, Use of Completed Portion of Mork GC - 29 1
47� Application for Payment GC - 29
48. Payments Withheld GC - 30
49 Indemnity GC - 31
50. Performence Bond GC - 31
51. Damages GC - 31
52. Subletting and Subcontracting GC - 32
53 Separate Contract - .nterforence with Other Contractors GC - 32
54 Cleanup GC - 33
55 Washington State Sales Tax GC - 33
56. Use of Off-Shore items GC - 34 sss
57 Attorney's fees, Costs end interest GC - 34
r
NOW
scoff 6E CDNDITIMS C
These are
rontrMed n n P i filet to al
z oEFl Nl tl Q"IS ave no Mean &aFtrns or to acts, Re fe
Precd las wrng terms lutit Theto m PP r 0 n contract Mirlt9 uir",, '
be
a D11°che ollos: as "sod in this contract s,a..l sun V,
D, are. integral
nt gral to,Parr randont acts' The he defined and inter`
inafter er°cwnents Wnet• of particular
Detract exec
ured
C.
1II+der the The anti In s4b Of the Par�yraPh x°cu"'ts and °er'al Conditi ns
ic.
, that
ontp
d al taa e part Of dO othef wor°lPe+'son et sf r h In this the Agre°ntra°t° oa ti on herb_
cj�
e The the
oy rrdtor sse Contra P, firm ° ot ntracti ng
20,
i nPect which incl Cons stir' rn Agents
n�rOPo a�y es and ue tat shtract_
t al1
theof thrso°tract agent u asdas Chief ngitn oss, his ntractor`s.
eer or
h and Pro
lna°Twat the ef"ents.a erheane°t tof t�'er uhV Cnginepr ad assis_
f or Jeer":ton hot Bi dde nee, andgFroiecttE ng of the Eeg nd"r ce with
n Part th�e structure nee, sheer and th
rfo
ement
g cheldro r',ngS adelps Cohallernean�an e�° the
cont,actst,u°t dnino be n the
or,
h. "SPeci F' or to anY bstr ade Pertai fi cial dr whole
di
angs or
the
and i d the
oasis pecificatio on ns she ad o there y th,Pro,dad for ons
' P1�eaYmantsf Performynceatures explanof10 term Mean the pesepib
[tons Th also ss and
at orth or then Pladnsman manner and
0 Method of OrpManner
me
9uir.ements, ardre'e"ant,
~aAa'T4p
�fipp,�Tea 'No
GC
"Reference Specifications": Reference specifications shall mean
thx technical specifications of other agencies incorporated or
referred to herein.
i. "Proposal": The proposal shall mean the approved proposal form
Won which the bidder is to submit, or has submitted, his proposal
or bid for performing the work contemplated. '
j. "work": The work necessary to manufacture a.,a deliver the machinery,
equipment and material and/or the furnishing of all labor, tools,
material, equipment, construction equipment, working drawings where
required, and other necessities for the construction or erection of
the structures shown and called for in 'he plans, specifications
and contract, .and the act of constructing or erecting said structures ,
comp.ate.
k. "Item": A convenient subdivision of work under these specifications, '
as herein separately described.
I. "Material or Materials": These words shall be nonstrued to embrace
machinery, manufactured articles, materials of construction ifabri
cated or otherwise) and any other classes of material to be furnished
in connection with the contract.
m. "Equipment": The machinery, accessories, appurtenances and manu-
factured articles to be furnished and/or installed under the Contract.
n. "Contractor's Equipment": The phrase "Contractor's Equipment" shall
include all items of materials or equipment remaining in the con-
tractor's ownership and removed from the site upon completion of ,
the project.
o. "Or Equal": Any manufactured article, material, method, or work
which, in the opinion of the Engineer, is equally desirable or suit-
able for the purposes intended in these specifications and contract,
as compared with similar articles specifically menti,med herein.
p. "Contract Drawings or Drawings": All drawings or plans orepared by
the Engineers.
q. "Details or Additional Drawings": All details or drawings prepared ,
and issued by the Engineer subsequent to the signing of the contract,
and for further explanation or amplification of the Contract Drawings,
or for the revision of the cane, all as herein provided.
"Supplemental Drawin;r and Instruc�ions": The Engineer may furnish,
at his sole di.scret -n, upon written request of the Contractor,, with
reasonable prDmptness, additional instructions by means of drawings
or documents necessar+•, in the opinion of the Engineer, for the pro-
per execution of the work. All such drawings and instructions shall
be consistent with the Contract Documents. ,
' GC 3
r• 'Shop Drawi ags^: All shop details:th of structural steel,
I edfor'in dh�ngs f'lrnish Ing it�ry�s of reinSteel, ;)ip., mach• •r"
detail i
vided
pecificati °ntracto-• and
ins. as squired and pro
s• "Norris
and phrases": Whenever the w
squired" r ords,
it shall be undery ttPermotted , c' words of hkeM directed", as
mission of rod that the direction effect an. used,
"sufficient",e'n ess and Engineer is Intended.
q"rement or Per-
and
suffic` Mended.
.ent, ""SS dry . proper". rnd The words,
wEogineer, The words,propeC in the 'uthe likefdgmantsiAel mean
the Ownerorlis oAndoLng ppOrt sh d1i Meandapprovett by�Sr acceptahslectory",
ct
t SumnPrice or1ce,, Ither prrces named the unit Price, the to
change orders. in the proposal, Or unit Prices, or lump
U.
"S_ Properly executed
in
nYwho for the Owners s�curirgtthe performance of
°oral or bonds
f the contract _other
I V. "Tune Limits All ti ne 1
Of the essence of the c rmits Stated in the ontract. Contract
w• "Points"; Documents are
shall
e is
de
mean
ll
andkv, Stc.a esrtablS, be by the
ma�fForn the Engineer's points. this
ert ical control of Y the Engineer fo Points, stakes, hubs,
the work. r maintaining horiz X. 'Contract
Docw "", onta�
Following, and i The Contract ]lo
shall have Precedenccee. of conflicting Prolisronsaitheofirst Of the
ioned
Change Order, after the Agreement is '.igned
Detail Drawi A"MeMent
ngs and Written
instruction,
urement and Payment
Special Provisions
GeneralPlans
Conditions
' "etail Spa
cificat ions
General SPecificatr
Reference S
Info Pecficationons
rmation for Bidders
Perforoaosal
Bond
sc _ 4 �41 ""own
Y' °Cenflic
provision r Provisio"',;
the ro10Ponert requirement of In the event Of
lish-d In 3. ABBREV;Ai iNS Paragr ph Part h7Xr ove,hshg 1 8'overn rarts,
t se9 uence C n"Pact en
,
Mhenever the Owing as estab_
At r�sand rm dr�ed beltor ithry shalllsbe on the plans,
proposals
nt
AC A consrr.ued to mean the
,
Adj
AIA Ashes to
AISC Ad ieatCe,ent
AITC
Asp. pay.
ore Americah Ins ti Lute of Architect ,
'�P• Corc• nstitute of
Par, Americ a
AVrM A Phali Po hen to °` Timber eel Core tru
Cormt.uctioo
Pn halt e
MIS 'serf Aspha can So Pavement
of
Bk Avvenuet Treat.Base Testing and Material
Bk
can
80 Blvd AmeriBook ca Water Welding Society
BBU Boulevard Morks Association
CB- Inlet
B latish Therm ,
CI Catch Basin al -nit
CIP Curb Inlet
CIVB Cubic Feet par Second
CL Cast Iron
CMP Cast Iron Pi
Caet I Vap
Co� Centerline lve Sox
'rruh• Conct•�te Metal Pi
Cone• o pe j
to
Coc. ay. Concrete as on "'lic
Cone, e{' Mall c°ncre to Curb
Cord. sew Concorrrete Pavement
Cr .
Conn
Concrete ... Mall
CTB Conduit e
C°Anent
Cu to C Cruss
DFP Center
to eated
A Base j
A Cubic Center ff
Ilouglas Fir P ard 1yy�MApB ad Steer pipe
d ociation
1
GC - 5
i
-r Drive or Driveway
E East
1 Elev. Elevation
Exist. Ex:stz-.g
Exc Excavation
FBM Foot Board Measure
F'H F_re Hydrant
FL 2 3 Flange
F7. rr , F7 toot, Square Feet, Cublt. Feet
Ga ;auge
GIP Galvanized Iron Pipe
GPAD Gallons Per Acre cav
7TH Gallons Per Hour
GPM Gallons Per Minute
G Stl P Salvanized Steel F-pe
GV Gate Valve
Hyd Hvdrant
Hyd Ext Hydrant Extension
ID Inside Diameter
In, In2, Ina Inch, Square In-.), �ubic Inch
Inl Inlet
Length
-.bs Pounds
LF Lineal Feet
Max Maximum
MC 9onument Case
v^ winimur
Minion Gallom
KID Million Gallons per Day
i MH Manhole
M,1 Mechanical Joint
N North
N1, Not In Contract
No Number
NK Non R.sing Stem
OD Outside Diameter
Fav Pavement
P•= Point of Curvature
FJM Premolded Expansion Joint Material
PL Propertv Line
P1 Place
Plk Planking
1 Pos Position
PP Power Pole
Fri Frimary
Prep Proposed
' PSF Pounds Per Square Foot
PSI Pounds Per Square Inch
PT Foint of Tangenc•:
R Radius
RC Reinforced Concrete
"- NaRSTCD AfmOClaTem
6C -6
RCP Rep 'eidforced Concrete Pipe 'Repl Remove
PS Replace
S Rising Step:
Sec South
Saw Secondary
Sp Sewer
Sq Special
SS Sq'J<Ire
SSPC Site Sewer ,
Std S+eel Strccture PainfiW Council
Stl Standard
•amp Steel
Trans Teryorery
USAS Transformer
VC U.S.A. Str,dards
V rh Vertical ^arms
VC Valve Charter
N Vertical Grain
WY West
APNA Water Main ,
NSP American Public Works Association
Yd Wood Stave Pipe
Yard ,
1. LXECUTION. CORRELATION AND INTENT OF DOCUMENTS
a. The Contract Documents are canplementary, and what is called for by '
any one shall be as binding as if called for by all. The intention
of the documents is to include all labor and materials, equiryeent
and transporta,ion necessary for the proper execution of the '+ork '
except where material or equ- Iment is specifically excepted. Mate..
rials or work described in w-:ds which so applied have a well-known
techrical or trade meaning shall be held to refer to such recognised
standards.
b. it is intended that work not covered under any heading, section,
branch, lass or trade of the specifications shall be supplied if
it is shown an drawings or is reasonably inferable as being neces-
sarY to produce the intended results. Minor items of work or mate-
rial omitted from the original plans or specifications, but -learly
inferable from the information presented and whirls are called
by
the aC epted good practice shall be provided and/or perfomeed i
ft part of his original cost. ,
0.
Where the Contract Documents refer to referenced specifications,
such specifications Shall be applicable to technical provisions
only, unless othetvise designated. '
GC - 7
5. PIANS AND SPECIFICATIONS - OMISSIONS AND DISCREPANCIES
Upon receipt of award of contract, the Contractor shall carefully
study and campare all drawings, specifications and other instructions
and shall, prior to ordering material or performing work, report in
writing to the Engineer any erior, inconsistency or omission in respect
to design, mode of construction or cost which he may discover. If the
Contractor, in thr course of this study or in the accomplishment of the
work, finds any discrepancy between the drewinps and the physical con-
dition of the locality as represented in the drawings, or any such
errors of omissions in respect to design, mode of construction or
cost in drawings or in the layout as given by points and instructions,
it shall be his duty to inform the Engineer immediately in writing
and the Engineer shall pramptiy check the same. Any work done after
such discovery, until corrective. of drawings or authorization of extra
work is given, if the Engineer findr -%.at extra work is involved, will
be done at the Contractor's risk, extra worn is involved, the pro-
cedure steal; be as provided in changes in the work.
6 EXAMINATION OF SITE OF WORK
Before submitting his bid, the bidder shall examine the site of the work
and ascertain for himself all the phvsical conditions in relation thereto
Failure to do -.his shall not relieve the bidder from entering into a con-
tract nor excuse him from performing the work in strict accordance with
' the terms of the contract and specifications. Me will not be entitled
to additional compensation if he subsequently finds the conditions to
require other methods or equipment that he did not ant.aipate in making
his un'_t contract bid prices.
Any statement c representat.on made by an officer, ag,_ t - employee
of the Owner with respect to the physical conditions apper-.,ining to
the site of the work shall not be binding upon the Owner.
7. STATUS OF ENGINEER
a. T.,e Engineer shall ac, as advisor and consultant to the Owner
in engineering matters relating to the contract, PBOVSDED, Now-
EVER, nothing contained herein or elsewhare in the Contract
Documents shall be construed n regm ring the Engineer to
direct the method or manner of performing any wort: by the
Contractor ceder this contract. The Owner, or his duly
authorized official, has authority to stop the work when-
ever, in his opinion, such stoppage may be necessary to
insw.v the proper execution of the contract. The Engineer
may reject all work and materials which, in his opinion, do
not conform to the contract.
b. It is understood and agreed by and between ;he parties hereto that
the work included in the contract is to to done to the complete
MANSTAO A*e MTai INS, I
cc - 8 '
satisfaction of the Engineer, or his duly authorized representative,
and that the decision of the Engineer as to the true construction and
meaning of the contract, plans, specifications and estimates, and as
to all questions arising as to pruner performance of the work shall be
final. The Eng`neer shall determine the unit quantities ar.d the clas-
sification of all work done and materials furnished under the provisions
of this agreement and his determination thereof shall be final and con-
clusive and binding upon the Contractor.
c. The Engineer shall decide any and all questions which may arise as
to the quality or acceptability of .aterials furnished and work per-
formed and as to the rate of progress of the wc..:, and all nuestions
as to acceptable fulfillment and performance of the contract on the
part of the Contractor and as to compensation. The decision of the
Engineer in such matters shall be final.
d. The Engineer may direct the sequence of conducting work when it is '
in locations where the Owner is doing work either by contract or by
his own forces, or where such other worko may be affected by the Con-
tract, in order that conflict may be avoided and the work under these
specifications be harmonized with that under other contracts, or with
other work being done in connection with, or growing out of, operations
of the Owner. Nothing herein contained, however, shall be taken to
relieve the Contractor of any of his obligations or liabilities ;mder
the contract.
e. Neither the Engineer nor his representatives have authority to waive ,
the obligation of the Contractor to perform the work in accordance
with the Contract Documents. Failure or omission on the part of the
Engineer or his representatives to condemn unsuitable, inferior or
defective work and/or labor or material or equipment furnished under
the contract shall not release the Contractor or his bond from per-
forming the work in accordance with the Contract Documents.
g. ENGINEER'S DECISION
a. The Engineer shall, within a reasonable time after presentation of ,
written claims by the Contractor to him, make decisions in writing
on all claims and on all matters relating to the execution and pro-
gress of the work or the interpretation of the Contract Documents.
The Contractor mist make all claims in writing. Oral instructions
shall be disregarded by the Contractor. Notice of all claims shall
be addressed to the Chief Engineer at the address of the Engineer ,
given in the Contract Documents.
b. All the decisions cf the Engineer shall be final, except in cases ,
where disputed time and/or increase or decrease of the Contract
price is involved, which, if no agreement in this regard thereto
is reached, shall be subject to determination by a court of can- '
petent jurisdiction unless otherwise settled by compromise or
aDC 9
arbitration. In respect to perforsante of the work prior to any
such determination, if the Contractor does proceed with the work
which is the subject of dispute, ue does so at his own risk pending
such determination.
9. CONTRACTOR'S REPRESENTATIONS AND WARRANTY
in making a proposal under theso ( tract Documents, the Contractor
represents and warrants that he has satisfied himself as to construc-
tion conditions by personal examination of the plates, specifications
and site of the proposed work, and by approbriate examinations an., in-
' vestigation as to the n�:ure of the soil zmd construction problems whicti
may be encountered by reason thereof. Contractor also warrants and
represents himself to be experienced and an expert in the construction
contemplated. Contractor further understands that in making the con-
tract award, Owner is relying upon the representations and warranties
of Contractor herein contained.
10. INSPECTION AND TESTS
a. The Engineer and his representatives shall at all times nave access
to the work to observe the progress and cuality wherever it is in
preparation or urogrwss, and the Contractor si,all. orovide Proper
facilities for such access and for necessary inspection ant testing.
If any work should be covered up without apr,oval or consent of the
' Engineer, it must, if required by the Engineer, be uncovered for
inspection at the Contractor's expense. After inspection, a re-
examination of questioned work may be ordered by the Engineer, and
if so ordered, the work shall be uncovered by the Contractor. If
such work be found by the Engineer to be in accordance with the
Contract Documents, the Owner shall pay the cost of re-examination
and replacement. If such wore be not found in accord:.nc with the
Contract Documents, the Contractor shall pay such costs.
b. The Contractor shall make reasonable t. ..ts of the work at Contractor's
expense upon Engineer's request, and shall maintain a record of such
tests. Prior to the time scheduled for a performance test to be ob-
serv-d by tits Engineer, the Contractor sb31i make whatever prelimrnery
tests are necessary to assure that the macer.al and/or equipment are j
in accordance with the specifications. If, for any reason, the test
observed by the Engineer is unsatisfactory, the Contractor shall pay
all costs incurred by the Engineer for the ins pectlon of the unsatis-
factory test in the manner specified foi liquidated damages.
c. Should the Contractor elect to work more than 8 hours per day, or
1 more than 5 days per week, or on holidays, during the course of
the stated contract time limit, all costs of engineering and
inspection thus ertai led will be ;barged to the Contractor, at
1 2 times payroll costs. Such charges will be billed directly to the
Contractor by the Owner and said cost shall be a lien against ,he
e QIVAO AlOwMMI&Tti IMO..
1
GC - 10 '
Contract:.r's work In the event the Contractor fails to Payaid
bill or bills by the 30th day of the month hbilled,
of thee specifics-
may be handled in aco payments
rdance with wt'^phere e impector furnished
tions. In addition tc the above,
for the proiect is an employee of the Owner, the Contracto^ shall
reimburse the owner for all inspection. time required on holidays
which an a part of the Owners norma, holiday schedule.
d. Where the specificatlons, the Engineer's instructions, laws, o-dinances
or any government authority require any work to be specially tested, or
inspected, the Contractor shall give for the inspection. If the noticengineer timely inspection
such test of completed work IS ready
is by another authority than the Engineer, the Contractor shall give
ice of '.h e date fixed for such inspection. Re
the Engineer timely not -
quired certificates of inspection by other authority than the Engineer
shall be secured by the Contractor.
ll. FINAL INSPEtt10N AND ACCEPTANCE
All material and c,' pleted work are sublect to final inspection by the
Engineer before acceptance by the Owner. The Engineer may require and
shall have the r191-t to sub]ect all machinery and equipment and work to
n his opinion, will assist in determining whether the
such tests, the
contract
es t l be at t expense been prd in sr
All ract t of the Contractoract Documents.
12. PLAN5 AND SPECIFICATIONS ACCESSIBLE
a. The Contractor will be furnished three copies of plans and specifica-
tions and shall keep at least one copy of the same constantly access-
ible at the construction site.
b. Where shop drawings are required to be submitted for acceptance, one
copy of the approved shop drawings shall be kept constantly accessible
at the construction site.
I). OWNERSHIP OF DRAWINGS
All drawings, specifications and copies
ereoft to be paredsedoorother furnishedwork by
the Cngineer are his property. o
v am and with the exception of the signed contract set, are to be returned to
him upon completion of the work.
14. NOTICE OF AWARD
a. A notice of award will be forwarded by the Engineer in behilf of the
Owner to the successful contract, which notice will also state the
dace of a pro-construction conference to be held between the Engineer
ar.d the Contractor. The Notice of Award will be Accompanied by the
withine tent(10) dayse from receipt,ralong withrtherfollowing itnogsnaer
Gc - II
Progress Schedule
Public Liability Insurance Polity
Performance Bona
Materials Lint
Schedule for Values of Lump Sum work
b. The award cf contract, if made, will be made to the lowest responsible
bidder. No sward will be aade Instil necessary investigations are made
by the Owner as to the responsibility of the apparent low bidder. The
i � Owner shall be the sole judge as to the reepcns; .ility of the bidder to I
satisfactorily perform the work as specified and within the time limit
set. Upon failure of the Contractor to enter into a contract and to
submit documents listed above within ten (10) days after receiving
notice of sward, the bid deposit shall be forfeited to the Owner.
The award may then, at the discretion of the Owner, be made to the
next lowest responsible bidder, or the work may be re-advertised,
or may be constructed by the Owner, in any legal ma.rner.
15. INSURANCE
The Contractor shall carry liability and property damage insurance cover-
ing all work under this Contract, including that done by subcontractors.
This insurance shall name the Owner and Engineer as co-insured and shall
be primary coverage with any insurance carried by the Owner clasaified
as additional coverage. Unless specified in other mounts in the Special
Provisions, this insurance shall be carried as follows: Bodily Injury,
each person $250,000, each accident $500,000; Pmper.v Damage, each
accident $250,000. In addition to liability and property damage insur-
ance, the Contractor shall, on projects that consist of either above or
below ground structures, other than standard sewer ma-Aoles, sewer lines
or water lines, purchase "All-Sisk" Builders Risk coverage of a suffic*er,
limit so as to protect the replacement value of the work being performed
and naming besides himself as an insured, naming the Owner and the
Engineer.
16. NOTICE TO PROCEED
Notice to proceed is the official notice from the Engineer in behalf of
the Owner to the Contractor to commence prosecution of the work, and can-
meccas the runhiag of the time for completion of the wo:k. Notice to pro-
cW will generally be given within two weeks of notice to the Contractor
Of award of contract. No worn shall be commenced by the Ccu+rsctor prior
to receipt of notice to proceed.
17. PROGRESS SCHEDULE
a. The progress schedule shall act forth the order in whirl: the Contractor
plans to perform the work. The schedule may be in graph or tabular
form, and shall include the date of submission for approval of draw-
ings am may be required, starting dates for conatiuctim of the several
MaR11 TAO •e10C1aTe11NC-
c£ - )x
parts of the work, and estimated completion dates of such parts, and
completion date of the proioct,
b. The progress schedule shall coordinate the work of the Contractor with S
the work of other contractors in respect to the availability of job
sites upon eaapletion of other work to be parforeied by other contractors.
The progress schadule my be altered or reviser by the Engineer when
deemed necessary in the opinion of the Engineer in the interests of
public safety, welfare or the interest of the Owner, or for coordination
with any other activity of other contractors, the availability of all or
portions of the iob site, or special provisions of this oontract, or to
reasonably Beet the completion date of the project.
c. The Contractor shall promptly report to the Engineer any conditions
which the Contractor feels will require revision of the schedule and
shall promptly submit proposed revisions in the progress schedule for
acceptance by the Engineer. When such changes are accepted by the
Engineer, the revised schedule ahal. be followed by the Contractor.
d. The progress schedule will be reviewed at the pre-construction con-
ference between the Engineer and the Contractor. The Contractor shall
furnish the Engineer with three (3) copies of the accepted progress
schedule prior to commencement of the work.
S. SCHEDULE FOR VALUES OF LIMP SUM WORK
If paytents are to be made on lump sum itma, the Contractor shall, submit
a schedule of values of the various parts of the work, including quantities,
aggregating the total sum of the contract, made out in such form,as the
Engineer may require, and if required, supported by such evidence as to
Its correctness as the Engineer may direct. This schedule, when approve;
by the Engineer, shall be used as the basis for certificates for payment
unless it be found to be in error. In applying for payments for lump sum
work, the Contractor shall submit estimates of toe percentage of work
completed, and payment will be based upon the schedule of values for
lump sum work.
19. PRE-CONSTRUCTION CONFERENCE
a. A pre-construction conference shall be held at a time and place fixed
by the Engineer which will be within two weeks from date of notice of
award. The Contractor must be prepared for a thorough discussion and
review, as well as revision which may be deemed necessary Sn the opin-
ion of the Engineer, of the following:
Progress Schedule
Materials List
Equipment List
Job Procedures
Inspect400 Procedures
!� gc - 13
I�i
Plans and Specifications
Shop Drawings
Supplemental Drawings
Schedule for Value of Lump Sum Work
Other Matters pertaining to Performance of the Work
b. Acceptance by the Engineer of the progress schedule shall not in any
event excuse the Contractor o: the obligation to complete the work
within the time specified in the agreement or of complying with all
terms, conditions and provisions of the Contract Documents, Failure
of the Contractor to follow the progress schedule submitted and
ac-cepted, including revisions thereof, shall relieve the Owner of any
and all responsibility for furnishing and making available all or
any portion of the job site frcm time to time, and will relieve the
Owner of any responsibility for delays to Contractor in the
perform-ance of the work
20, MATERIAL AND EQUIPMENT - MATERIAL AND EQUIPMENT LIST
a. All materials and equipment shall be new and shall be as specified
in the Contract %ocumenis, or, if not specified, shall be of a quality
approved by the Enginesr. All material and equipment furnished are
warranted by the Contractor as new and in accordance with the plans
and specifications, if specified therein, and as suitable for the
intended purpose. In addition theratc, the Contractor shall furnisL
the owner with copies of the supplier's warranty, and adopt the same
as the warranty of the Contractor, and shall also be liable there=
to the Owner.
� b. For ear proposed substitution, the Contractor shall submit samples,
descriptive and technical data, and reports of tests to the Owner
for approval, The Contractor shall also indicate the difference in I
contract cost by reason of the proposed substitution. No substitute
items shall be furnished or installed without the Owner's written
approval. The Contractor shall reimburse the Owner fir any addi-
tional engineering charges and for any charges for changes in the
work of other contractors resulting from substitutions,
c. The Pontra^tor shall file three (3) copies of a materials and equip-
ment list with the Engineer prior to the pre-construction conference.
This list shall include the quantity, manufacturer, and model number,
if applicable, of materials and equipment to be installed under the
Contract. This list will oe checked by the Engineer as to conforsity
with the plane and s,ecifications. The Engineer will pass upon the
lists wish reasonable promptness, making required corrections, The
Contractor shall take any required corrections and file two (2) cor-
rected copies with the Engineer within on+ week after receipt of
required corrections. The Engineer's review and acceptance of the
lists shall not relieve the Contractor from respo - bility for suit-
ability for the intended purpose nor or devl="_-,.- from the drawings
and specifications unless the Contractor Mae in writing called the
"ARSTAO ASSOCIATES iNC
GC - 14
Engineer's attention to such deviations at the time of submittal, '
and secured the Engineer's written approval for such deviation.
d. In the event that the Contractor shall request, or submit, an ,
alternate design, or designs for some portions of his work, the
Engineer will consider such alternate designs with reasonable
promptness. Such request for either a design review from alternate
plans submitted by the Contractor, or request for a redesign
initiated by time Contractor a set forth above shall be made in
writing to the Engineer. When the Contractor submits plans for
an alternate design it shall he in the form of reproducible
drawings.
Provided that such proposed alternate design or requested redesign
appear reasonable and satisfactory to the Engineer, the Engineer
will perform an engineering review of the proposed alternate design
of if requested by the Contractor, the Engineer will perform an
engineering redesign of the work to assure its compatibility within
the frame work of the complete operating unit or system ready for
ne between the contract limits.
The cost of the engineering review of the proposed alternate, or
the cost of an engineering redesign as requested by the Contractor
will be billed to the Contractor by the Engineer at the rate of
two times the Engineer's disc:- payroll costs, plus direct ex-
penses directly attributable to the work.
21. SHOP DRAWINGS '
The Contractor shall check and verify all field measurements. He shall
submit with such promptness a= ,, cause no delay in his own work or in ,that of any other contract,.. three (3) copies, checked and approved by
the Contractor; of all sh.,p or setting drawings and schedules (all _ol-
lectively herein referred to as "shop drawings") required for the work ,
of the various trades in the performance of the work or where requested
by the Engineer, and shall veri=v all field measurements or conditions
to which the shop drawings are applicable. The Engineer shall pass upon
them with reasonable promptness, making required corrections, including
those related to design and artistic effect. The Contractor shall make
any corrections required ty the Engineer, and within one week after re-
ceipt of the required corrections shall file with the Engineer two (2) ,
corrected copies and furnish such other copies as may be needed by the
Engineer. The Engineer's acceptance of such drawings or schadules shall
not relieve Contractor from responsibility for deviation from, drawings or
specifications, unless the Contractor has in writing called the Engineer's
attention to such deviation at the time of submission, and secured the
Engineer's written approval, nor shall it rel.eve the Contractor from
responsibility for errors in shop drawings or schedules.
GC - 15
22. CUTTING ANC FITTING
The 2ontractor shall do all cutting and fittings of his work that may, be
required to make its several parts come together properly and fit it tc
receive or be received by work of other contractors shown or reasonably
implied by the drawings and specifications for the completed structure
' and the Contractor shall restore all surfaces damaged by cutting and
fitting as the Engineer may direct
23. LABOR, MATERIALS, EQUIPMENT, FACILITIES AND WORKMEN
a. The Contractor shall provide and pay for all materials, labor, water,
r tools, equipment, light, power, transportation and other facilities
necessary for the execution and completion of the work, except as
otherwise stipulated in the Contract Documents.
b. The Contractor shall, at all times, enforce strict discipline and
good order among his employees and shall not employ on the work any
person unfit or not skilled in the work assigned to him. Emplovees
' or agents of the Contractor who, in the opinion of the Engineer, may
impair the quality of the construction shall forthwith be discharged
by the Contractor ,.con the written request of the Engineer.
c. During the term of this contract, neither party shall employ nor hire
any employee of the other party, nor of the Engineer, without the
written consent of the other party or of the Engineer. The Contractor
shall not use any work performed or any information obtained from any
employee hired in violation of this provision in making a claim against
the Owner or Lngineer and shall also be liable to the Owner as liqui-
dated damages in an amount equal to double the amount of salary or
wages paid to any sr-§ employee so hired in violation hereof.
d. Necessary sanitation conveniences for the use of workmen on the lob,
properly secluded from public observation, shall be provided and
maintained by the Contractor.
24. MATERIALS AND EQUIPMENT FURNISHED BY OWNER
a. Contractor shall receive, inspect and accept all Own,,r-turnished items
' of material and equipment, subject only to latent defects. Claim by the
Contractor to the Owner shall be made in writing within five (5) days
after discovery of any latent defect. Damages or loss to Owner shall
be limited to the cost of and labor for replacement of any such damaged
item. In any event, the liability of r per to Contractor for furnishing
an item having a latent defect is lin .eu to damages or loss resulting
from we thereof only to the extent that such loss or damage is recover-
Ali able by the Owner against the supplier. Owner shall include in his
claim the amount of iamage to the Contractor or may assign to Con-
tractor any claim which Owner would otherwise have against any such
supplier; and the sole remedv of Contractor shall be by suit or action
on such assigned claim, Owner agrees to cooperate with Contractor
iMARfT/,O .effOClATEf INC.
t
6c - 16
in furnishing facts or data to assist Contractor in prosecuting
such action. �t
b. Delays in delivery of Owner-fumiehed materials or equipment
shall not be cause for claims for extra coats or damages by p
Contractor against Owner, except to the '.xtent that damages
can be recovered by Owner directly or by Contractor directly
from the material or equipment supplier of Owner.
25. SAMPLES
The Contractor shall furnish for approval all samples as directed by
the Engineer. The finished work shall be in accordance with approved
samples. Approval of samples by th• Engineer does not relieve the Con-
tractor of performance of the work in accordance with the Contract Documents.
26. DETERMINATION OF "OR EQUAL" ■
The Engineer shall be the sole judge in the question of "or equal' of any ■■
supplies or material proposed by the Contractor. The Contractor shall pay '
to the Owner the cost of to . and evaluations by the Engineer to determine
acceptability of altem-' [r, -- by the Contractor, in accordance with
the established rate time and expense •ork, the total cost
of which may be of4 + 'nst the contract price,
27. ROYALTIES AND PATEI,
The Contractor she_ „e 1 t.c 'r t, aught against the Owner
by reason of infrinm or i.censes on anv material,
machine, appliance n-,c,- s on the work or incorporate
into the finished joi , -ct h j - -lly exempted by special pro-
visions. Prices named r The include payment of royalties,
if any. Contractor shalt Aotr tj ❑old Owner harmless from any such
suite, costs of defence and v,y iudgmer: which may be made or entered
against Owner thereon.
28. LANDS FOR WORK '
The Owner will furnish all lands and rights-of-wav necessary for carrying
out this contract and completion of the work herein contemplated, and will
use due diligence in acquiring said lands and rights-of-wav as speedily
as possible. But it is possible that all lands and rights-of-way may nct
be obtained as herein contemplated before ronstmcticr begins, in which
event the Contractor shall begin his work upon such land and rights-of-way
as the Owner may have previously acquired and no claim for damages whatever
will be allowed by reason of the delay in obtaining the remaining land and
rights-of-way. Should the Owner be prevented or enjoined from proceeding '
with the work, or from authorizing its prosecution, either before or after
the giving of notice to proceed by reason of any litigation, or by reason
of its inability to procure any lands or rights-of-way for said work, the
1)
Contractor shad! not be entitled to any da es
tional compensation or lose of profits byMs,on ooff Saidto. edeella .nse o addi-
withdraw from the contract except b dt ent ofOwn ay. or to
e for
completion of the work will be extended to such time ase the bOwnermdoter-
Mims will compensate for the time lost by such delay, such determination
to be set forth in writing, provided in any event the Contractor may
terminate as provided in paragraph 43.
29. SURVEYS, PERMITS, LAMS AND REGULATIONS
i
a. Owner shall furnish all property boundary surveys unless otherwise
specified. Permits, permission under franchises, licenses and bonds
of a temporary nature necessary for and during the prosecution of the
work, and inspection fees in connection therewith shall be secured
and paid for by the Contractor. where Owner is required to secure such
Permits, permission under franchises, licenses and bonds and pay the
fees, the costs incurred by Owner thereby shall be charged against
Contractor and offset by Owner against the contract price
b. Contractor shall give all notices and comply with all laws, ordinances,
rules and regulations bearing on the conduct of the work required by
the Contract Documents. If Contractor observes that the Contract Docu-
Monts or any part thereof are inconsistent or at variance therewith,
he shall promptly notify the Engineer in writing, and any necessary
changes shall be made as provided in the contract for changes in the
' work. If the Contractor performs any work contrary to such laws,
ordinances, rules and regulations, or prior to obtaining permits, per-
mission under franchises, licenses and/or bonds as required to be
furr"shed by or obtained by Owner, he does so at his own risk and
wit ut payment or reimbursement therefor from Owner unless Owner
shall have given written approval thereof to Contractor.
c. wherever the law of the place of construction requires a sales, ccr.
Sumer, use or similar tax, the Contractor Shall pay such tax.
30. POINTS AND INSTRUCTIONS
:. Contractor shall provide reasonable and necessary opportunities and !
facilities for setting points and making MMeasure.^ents by Engineer e as set forth in the Special Provisions. Contractor shall not proceed
with the work until timely demand in writing has been made upon !
Engineer for, and Contractor has received from Engine- .ch ints
and instructions. The work shall be done in strict conformity�i th
such points and instructions.
b. Contractor shall preserve bench marks, reference points and crakes,
and, in case of destruction or removal th•-
tractor is responsible for the resultin for any reason, Con_
shall be responsible for an for replacement and !
therefrom which ear/ be caused by the abs. a etruction, removal
or disturbance thereof,
-- N�.`eT�m •ffOQ,�T{s ,NC. J
6L - 18
PAYMENT OF PREVAILING WAGES
a. In accordance with Revised Code of Washington Chapter 39.12, e-
seq., as amended, there shall be paid to all laborers, workman cr
mechanics employed on this contract the prevailing rate of wage for
an hour's work in the same trade or cceupation in the area of work
regardless of any contractual relationship which may exist, or be
alleged to exist, between the Contractor and any laborers, workman,
mechanics or subcontractors.
b. The "prevailing rate of wage" shall be the rate of hourly wage,
usual benefits, and overtime paid in the locality, as hereinafter
defined, to the majority of workman, laborers, or mechanics, in the
same trade or occupation. In the event that there is not a majority
in the same trade or occupation paid at the same rate, then the ave-
rage rate of hourly wage and overtime paid to such laborers, workmen
or Mechanics in the sane trade or occupation stall be the prevailing
rate. If the wage paid by any Contractor to laborers, workmen or
mechanics on any public work is based on some period of time other
than an hour, the hourly wage for the purposes of this shall be
mathematically determined by the number of hours worked it such
period of time.
The "locality" shall be the largest city in the county wherein the
physical work is being performed.
The "usual benefits" shall include the amount of:
1) The rate of contribution .rrevocably made by the Contractor to a
trustee, or to a trustee or to a third person pursuant to a fund, ,
plan, or program; and
2) The rate of cats to the Contra-tor which may be reasonably anti-
cipated in providing benefits to workmen, laborers, and mechanics '
pursuant to an enforcible ccmv.tment to carry out a f nancially
responsible plan or program which was communicated in writing to
the workmen, laborers, and mechanics affected, for medical ,
hospital care, pensions on retirement or death, compensation •r
injuries or illness resulting from occupational activity, or in-
surance to provide any of the foregoing, for unemcloyment benefits,
life insurance, disability and sickness insurance, or accident
Insurance, for vacation and holiday pay, for defraying costs of
apprenticeship or other similar programs, or for other bona fide
fringe benefits, but only where the Contractor is not required by
other Federal, State or local law to provide any of such benefits.
c. The rules and regulations of the Department of Labor and Industries ,
and the schedule of prevailing wage rates for the locality or
localities where this contract will be perforied as determined by
the Industrial Statistician of the Department of Labor and Industries, ,
1
/ ---�
1
Now
g� _ ly
Iare by reference
the r'•^evefnaorm"h the Cont,of this °ottr
as
s VI . t I Actor be held
mperdtive that
I hit Alves . we es. it is though fujly
e a St Se oGt��1�8 nPrwag D. e 9�tee 8 ebefotp submi�ad by wett toelefamOr il�'ng
I % labor dMed
the the auvaee 18 Of Lab tea
or Of Labor andelndues dng �st'miedone
tor
��she ntracto the �onc or shall pay Wag
nnot fless than t"°'logo ybet �nthe AY
d.
hich is
ef
Ployed dupanh �Iassifiea ita in8 the a teroI'dnw eme nihef work. shale
ies h the
Of h
not
supplementOr
s than Lhe State Pevby he C ntracio�• work,,�lYoraBe Paid cafroid to
rate 0
em-
mint of Lab itaridhPractice me s nand be ne ry su cs or°mint s which shali
and
e e wage foranY Indust,disputer rs. Procedures re9ur redb vfi edpen anY
part
ises
as to What
Parti
files the matrer ahafreat' naturen'lld and such theis Prevail. rates of
hi I Parties ainvolve unt Of therrinbor and
d ad
I be rol b reed sr arbing labor trat�o a8ement 'A cannot -present,_
f. Prior to co d in the d'spur@, ando onclusiveea Of nd Washing
nh f the st 0 Ile Director
oandf
tractor
the
le work, eich
L)ePar
and
ncl dingt��e°�Igabor and Ind Of contract"
of�ntenteach and eye dr ng on all
s.
es
th
H egtimate hall voucher subm tt for each tioL aclassifrto theae Qael Owner8 .,and
with
I ante wit 11 state t ed by a contractor ° to be u_ili
With
led
I Indus trey�Part ffo nLab°teand ailing
I ratLinen s oetiPaeiA to a Project
e
n a
ment
Statist'ici rd-
h. At the conclusio Pies as appPorte ved by uhelle
IndustrShall ies lforfcert vi is eof gaHes� the C Paid r ontractor An
hunlarwe a have by°the hheld°until the
certif ctor.i 0 the per, elment sof Labor andors
rl" b
i. The law of ve been gtat isf ed Ownerthat the pravaaling wage the
,,'reectonts osf
this
C.. N. Chapter 39.12
as ar""ec, Pmvldes:
~,RST,� �itpC1,T!! IMt.
GC - 20
"In all c>:,tmcts le•. by the State, or ay department or ents, the con-
Structu thereof, or
any County, City or Tow or repair Of
for the erection, construction, alteration,
demolition repa of any public building, re, bridge,
structu
highway, cr any ether kind of public work
tractor, subcontractor, or person in rlr arge thereof, shall emplov 95
Par cent or more bona fide Washington residents as employees where
Mott than 50 persons are employed, and 90 per cent or more where SO
or less am employed; and shall pay the standard prevailing wages for
the abor ific Type of construction as determined by the U.S. Department
to Labor de the Cit.. or County where work is bein3 performed• The
term residents as used in :his chapter, shall mean any Person who
has been a Dona fide resident of the State of Washington for a per a
of 90 days prior to such employment; provided, that in contracts
bevolving enforccedhinasuch expendi Of ture
toFconflict withnor•�De conis trary shall not
Statute, rules and regulations prescribing a labor Federal
honorable discharged soldiers, sailors, and Preference to
as unlawful any other marines, or prohibiting
of the United States•',Preference or discrimination among the citizens
"In the event a sufficient number of Washington residents shall not
be available, the contractor or subcontractor shall immediately
notify the Public body with whom the contract has been executed of
such facts, and shall state the number of non-residents needed Tie
Public body shall immediately investigate the facts and if the con-
ditions are as stated, the public body shall, by written order, desig-
nate the number of non-residents and the period for which they may be
employed; provided, that should residents became available within
Period, such residents shall be immediately employed and the period
the
shortened consisted with the supply of me dent labor."
"The provisions of this chapter snall be written into every such
pr .c contract, including the following penalty: Any contractor
or subcontractor who shall employ a non-resident in excess of the
percentage preferences, excepting as herein permitted, shall have
aeducted, for every violation, from the SMount due him, the prevail-
ould
moneyasoadeducted which hshallhbeeretained been ibvtthe publiccbody
rm resident ed e
contract is being perfumed." for whom th
"Any person, firm or corporation violating any of the provisions of
this chapter shall be guilty of misdemeanor."
32. PROTECTION OF WORK AND PROPERTY AND SAFETY
a. Contractor shall continuously maintian adequate protection of the
work from damage and sha'_l protect Owner's property from in-ury or
loss arising in connection with or during the existence of this con- ,
GC� 1
tract. He shall cake good any such damage, in;ury or loss, except
such as may be directly due to errors in the Contract Dccuments or
caused by agents or employees of Owner. lie shall adequately protect
adjacent oroperty from loss or damage occasioned by performance of
the wo.i,. He shall provide and maintain all passageways, guard
fences, lights and otter facilities for protection required by
public authority or local conditions
b. Contractor shall bear the risk of loss or. damage for all .finished
or partially finished work until the en r. contract is accepted
by Owner.
c. Contractor shall take all necessary precautions for tfe safety of
employees on the work and shall comely with all applicable provi-
sions rf Federal. State and municipal safety laws and building codes"
He shall erect and properly maintain, at all times, as required by the
conditions dnd progress of the work, all necessary safeguards for
protection of workmen and the public; shall post danger signs warning
against known or unusual hazards; and he shall designate a responsible
mamber of his organization on the construction site whose duty shall
be the prevention of accidents. the name and position of such person
so designated shall he reported in writing to Engineer by Contractor.
33• EXISTING UTILITIES OR OBSTRUCTIONS
a. Contractor's work shall be confined to Owner's premises, including
easements and construction permit limits, whenever possible. He
' shall not enter upon or place materials on other property except by
written consent of the inavidual owners and he shall save Owner
harmless from all suits and actions of every kind and description
" that might result from his ❑se of property other than that of the
Owner.
b. Existing utilities indicated anywhere on the drawings have been
plotted from the best information available to the Engineer. Source
of information generally consists construction records and other
data obtained verbally from officials associated with the particular
u2 ility
Neither the Owner nor the Engineer guarantee the accuracy or com-
pleteness of this information and assume no responsibility for im-
proper locatiors or failure to show utility locations on the construc-
tion plans; and it is to be understood that other above ground or under-
ground facilities not shown or, the ?swings may be encountered during
the course of the work.
Existing utilities, whether shown on the drawings or not, shall be
1 maintained, relocated, re-routed, removed, and restored as may be
necessary by the Contractor, in a matter satisfactory to Owners and
operators of the utilities.
' —� MAP%TAC ♦fZOCIATef INC.
l
GC - 22
The right is reserved by Owners of public utilities and franchises
to enter upon any street, road, right-of-way or easement for the
^urpose of maintaining their property one for making necessary
repairs or ad;ustments caused by the Contractor's operations, The
Contractor shall save the Owner and Engineer harmless of any cost
so incu.nred.
Z. Contractor shall take adequate precautions to protect existing lawns,
trees and shrubs outside rights-of-way, sidewalks, curbs, pavements,
utilities, adjoining property, and structures, and zo avoid damage
theret . He shall, at his own expense, completely repair any damage
thereto caused by his operations to the satisfaction of the Engineer,
except as otherwise provided in other seztions of these specifications.
'4. REPLACING IMPROVEMENTS
Whenever it is necessary in the course of construction to remove or
disturb culverts, driveways, roadways, pipelines, property stakes or
other existing improvements, without limiting the enspblity thereof
and whether on private or public property, they shall be replaced to a
condition equal to that existing before they were so removed and dis-
turbed, and all such costs for this replacement shall be borne by the
Contractor and considered incidental to the construction and work cov-
ered by these specifications.
35. SUPERINTENDENCE AND SUPERVISION
Contractor shall keep on the construction site during progress of the ,
work a competent superintendent and any necessary assistants, all satis-
factory to Engineer. The superintendent shall not be changed except with
the consent of the Engineer, unless the superintendent proves to be unsatis-
factory to Contractor and ceases to be in his employ. The superintendent
shall represent Contractor in his absence +nd all directions given to the
superintendent shall be as binding as thou&: given to Contractor. Instruc-
tions to Contractor shall be confirmed in writing upon his request in each
case. Contractor shall give efficient supervision to the work, using his
best skill and attention.
36. CHANGES IN THE WORK
Except as limited by Paragraph 36, "Increase or Decrease of Work",
owner, without invalidating the contract, may order extra work or make
changes by altering, adding to or deducting from the work, the contract
sum bring adjusted accordingly. All such work shall be executed under
the conditions of the original contract, except that any claim by
Contractor for extension of time caused thereby shall be made at the
time such change is ordered,
b. In giving instructions, Engineer shall have authority to make minor
changes in the work, not inconsistent with the purposes of the work.
cE - 23
I Except in any emergencv endangering life or property, no extra work I
or change shall be made unless in pursuance of a written order by
Engineer and countersigned by Owner, an'. no claim for an addition to i
the contract sum shall be valid vales,. - ordered.
c. The value of any such extra wort she_ be determined in one or more
of the follow.ng ways: i
1) By estimate and agreement on a lump sum.
,1 I 2) By unit prices named in the contract or subsequently agreed upon.
3) If, for any reason, method 1) or annot be agreed upon, such
work will be paid for the actual cos of labor, pavroil taxes,
material, equipment r, —al and field supervision required, with
t'.e addition of fiftee:. per cent .15%) to cover profit, overhead,
use of small tools, -axes, insurance, bookkeeping and all other
incidental costs. IT. such cases the Contractor shall keep and
present in such fora as the Engineer may dimct a correct account
of such costs, together with supporting time cards and vouchers.
In anv case, Engineer shall tert ify to the amount due Contractor.
Pending final determination of value, pavments on account of
changes shall be ?node c.r -neer's eat-hate.
37. INCREASE OR i .CREASE OF WORK
a. The Owner renerves the right to make sunh alterations (n the plans or
in the quantities of work M may be considprid necessary. Such alter-
ations shall be in writing by the Engineer and shall not be considered
a waiver of any condition of the contract nor invalidate any of the
provisions thereof, provided, however, that the execution of supple-
mental agreement acceptable to both partie.; of the contract Shall be
necessary before anv alteri� on is made which involves (1) an extension
or shortening of the length of the project by more than twenty-five per
cent (25%), (2) an increase or decrease of mm s than twenty-five per
cent (25%) of the total cost of the work calculated from the original
proposal quantities and the unit contract prices, (3) an increase or
decrease of more tha-. twenty-five per cent (25%) in the quantity of
anv m.e major contract item, or (w) a change in the nature of the
des-ni or in the type of construction which materially increases or
decreases •he most of the ',er`ormance of the work. For conditions
(3) and (4) ve, a major item is def.ned as any item, unless other-
wise indicates on tho plans or designated in the Special Provisions,
i the contract price for which amounts -o ten per cent (10%) or more
of the tota: contract price as detencined by the original proposed
quantities and the unit contract orices.
b. When an alteration ragmns the execution of a supp:aaental agreement,
such agreement ihall be signed by both parties before any work or• the
alteration is stabled. Alterations involving a change of more th n
tr.nty-five par cent (25%) in the net of any one m rr contract item
will not require a supplemental agreement.
nawarao wr%oc,aTca
J
1
M
{
GC - 2, A
38. CLAIMS FOR EXTRA COST
a. If the Contractor claim that the contract has been increased coat of coastroct itxi under the
through iroT-fictions, by dr®rings or
Other act of the owner, after the contract has been made, he shall
glue the Engineer written notice thereof within one
after the receipt of any such inst ructionsreasonable tim.
rea reaa
other set, and in any event bet.. pro , ora occurrence ona of any
ceading to execute the work, r
except in emergency endangering life or rovided for changes in the work.property, end the
s Procedure
hall then be as p
ex No he for
tra cost shall be valid unless so made, pr
b. The Contractor shall not be en,�tled to claim against owner for ,
fits dam I- costs.St ppaagge or,de.��itioral compensation or lost pro.
duo to rock Stoppage
agency or by at' .a third Y caused by any governmental
the jobs'" available, or fortmy or inability of Owner to make
Of the Owner• y other cause bevond the control
39• DELAYS AND EXTENSION OF TIME
a. Should the Contractor be delayed in the prosecution or completion '
of the work by the act, neglect or default of the Owner, anvOwner
for which
of its
officers or employees, any other contractor emVloyed by the
upon work, or by any damage caused by firs or other casualh the Contractor is not respona i ty
ca e ble, or by comoined action
sion or, the part of
Of workmen, in no way usd Gy or roculting from default or collu-
the Contractor, then the time herein set for
completion of the work ahalI be extended for a period e5iivalent
to the work tie lest by reason of any or -
said. The e-tend all of the causes afore
ll
ed time period sha be all
and fixed by
-he Owner, which determinat
ess
to the Owner within ion shall De final, but no s ch allow
-
ance shall be made i.n l a claim therefore is presented in writing
ten (10) days after the occurrence of such delay.
b• Time for C.1%letion specified has taken into consideration the ,
Other possibility of Bela; and work interruption resulting from acts of
other contractors, whether or not A Contractor for Owner, and no
extension of time will be allowed wecause of such interruption or '
delay. The Contractor sbai_ cooperate with the contractor of an
aijoinieF pe itions pendent project to the full extent possible so
that . operations of both will. suffer a minimum of inierferenco, and i
Islay. In case of of
between the contractors, the decision
Of the Engineer shall be accepted as final. Any unavoidable del s
to .ontractor resulting therefrom shall be adjusted ae 'o contract '
tine in accordance with the specifications of t. ct
his section.
C. Ir general, the numher of working days allowed for completion of th
Project has been extended sufficiently to provide for the
of .�11 materials necessary for construction and, unless otherwise
prorursmeent
GC - 25
noted in the Special Provisions, failure to procure the materials
involved for any reason for an extension of time. If no schedule
or agreement is made between the Engineer and the Contractor stating
the dates upon which instruction and/or drawings shall be furnished
by the Engineer, then no claim for delay shall be allowed Contractor
on account or such failure to furnish drawings unless Contractor shall
have given two (2) weeks notice of the need for ouch Jrawingr and
not then unless claim or need for such irawings is reasonable.
I,
d. When it has been determired that Contractor is entitled to an
extension of time, the amount of such extension shall be only to
compensate for direct delays and shall be based upon Contractor's
energetically pursuing the work at a rate not less than that which
would 'rave bee,i necessary to complete the basic contract on time.
In datermining the amount of extension, the Engineer will consider
that the Contractor is applying efforts simultaneously on the severa.
parts of the job to the maxima+. amount practicable.
40. COMPLETION AND/DR CORRECTION yr WORK AND REMEDIES BEFORE FINAL PAYMENT
a. If the Contractor shon.id neglect to prosecute the work rmperly and/or
fall to perform any provision of this contract, .he Ownei, upon certi-
fication by the Engineer and after five (5) days written notice to
t-- Contractor, may, without prelPidice to any other remedy he may have,
nk.e good such deficiencies and deduct the cost thereof from pa/ments
then or thereafter due the Contractor.
b. The Contractor shall pr,,-.tiv -.ove from the construction site all
materials condemned by the Enc.neer as failing to conform. to the con-
tract, whether incorponited in the work or not; and the "rntractcr
shall promptly replace and re-execute '..s own work in a dance with
the intent of the contract and w,.thom expense to the Onsi,r and sha.,
bear the expense of making good all work of other contractors destroyed
or damaged by such removal or replacemenc. if the Contractor does not
remove such condemned work and materials and commence re-execution of
the work witn`n five (5) days of notice from the Engineer, the Owner
may correct the same as otherwise provided herein.
c. If the Contractor does not remove such condemned work and material
within the period hereinabove described, the Owner may remove and
store any such material at the expense of the Contractor. 1f the
Contractor does not pay the cost of such removal within ten (10) ddvs
from the notice to Contractor of the fact of such removal, the Owner
may, upon an additional ten (10) devs wr-tten notice, sell such
materials at public or private sale, and deduct all costs and expec,ses
incurred, including costs of sale, accounting to the Contractor for
the net proceeds remaining, ana Owner may bid at any such sale.
Contractor shall be liable to Owner for the amount of anv defic-encv
remaining .^,St een the costs incurred and the proceeds of sale. Owns
may deduct the costs of such removal, storage and sale aid/or r miin
ing deficiency from my funds otherwise due the Contractor.
--- wwatao amsocuras awe. __J
r
6C - 26
r
41. DEFECTS ARISING IN ONE YEAR AND REMEDIES
a, The Contractor shall be responsible for correcting all defects in
worloranahip and material within one Year after acceptance of this
work. when corrections of defects are made+ Contractor shall De
tarpons ib le for correcting al: defects in wo:kmanshiP and/or mate- r
year after acceptance of the
work to remedy
rials in oh, corrected work for one notice of discovery
correction:. by the owner. The Contractor shall start r
such defeats within seven (C) days of mailing
thereof by Owner and shall ccmpl.te such work within lay reasonable where
tbac. In emergencies where damage meY result fr' Y
made by the
loss of service may result, such correcticn5 mby ay the Contractor. r
Owner, in which case the cost shall be borne sh fished and the
In tl,e event the Contractor does notac � ..comp fished corrections at the
time specified, the Frei ill the otherwise
or.
cost of same shall be p y
oats, losses, expenses.
consequential damages suffered by the Owner r
b, The Contractor shall be liable or an put not
or damages+ including
Oe-nei• in making
resulting from defects in the Contractor's
ontrector's work inclu in8,
g, ins era ion and super-
:invited to+ cost of materials and labor ex�enlpeded y
emergency repairs and cost of engThe Contra Phold
vision by owner or Engineer. The Contractor shall against
tOwner
harmless from any and all claims which may be ..lade t
Owner +e a result of any defective work and the Contractor shall r
defend any such claims at his man expense.
42. SUSPENSION OF wJRK art thereof, by
time suspend the work, or any p
a. The Owner may at any
The work shall be ed
giving notice to the re-
Contractor in writing•
sumed by the Contractor within ten (1t days after the date fixed
in the written notice from the owner to the Contractor to nc so.
e I
Thethener1 -ctoro in onnectlonhwithn the cwork tor f under or P this Con
by tra d
as a result of such suspension. r
ish any
ro
p Suspension of the work by the Engineer shall not turn compensation, but
fc- claim by the Contractor for damages or extra can"y
the period Of such suspensions shall be taken into con.ide ration ided.
ro
deteti'mining [he revised date rnd completion
`he contract ewithout the
The Contractor shall not snap. d _ tto pr+ e.ding paragraph.
written order of the Engineer as state. eof hours
The Contractor 'w 1. be required to work a suf ti: 'ent number of hours
per daV in order to compl
ete the project within the dayst on of the
The gneatIo' es to the mete 1eiweathen conditonanshall be determined
work by reason of unfavorable
by the Engineer.
c. Upon tat lure of the Contractor
Engineer or to perto tarry out the orders of the
m work under the contract In accordance with
Its orovtsions, the Engineer may suspend the work for such period
as :te may de® necessary. Time acing improper work or mater loaf by Mason of such failure or in
r�^lials shall not furnish any groua'. to
[ontractor for claiming extension of time or extra n, and shall not release compensa-
,e Contractor from damages or liability
rrom failure to complere the work within the time prescribed.
43 OWNER'S RIGHT TO TERMINATE CONTRACT
a The Owner may terminate the contract and take possession of the pre-
manes and of all materials thereon and finisr the work by whatever
oftthes events he vhereafrer specifie deem exdient, donandereceiptnof the certificat
ce of aeny One or pby
-
the Engineer that suffi tient cause axis is to lus tlfy such action:
11 It the Contractor should be ad)udgel a bankrupt
2) If the Contractor should make a general assignment for the■ benefit cf his creditors.
8 3) It a re=elver should be appointed on the account of insolvency
of Contractor.
I
YI If Contractor should persistently or repeatedly refuse or fail
to supply a suffa;ient number of properly skilled workmen or
1 proper materials for completion of the work.
5) If the Contractor should fail to complete the work within the
time specified it the contract.
6) it the rontractsr should fall to make prompt payment to sub-
, contractors or for material or labor.
T) It CnntrdCtOt should pens astently disregard laws, ordinances regulations of federal, state or municipal agencies or sub-
or
drwasu Is thereof.
R) If Contractor should persistently disregard instructions of
Engineer, or otherwise be guilty of a substantial violation
of the contract
Owner she" give Contractor five (5) days written notice to cure the
Aefaolt, and if not cured to the sar-isf
Engineer, the action of Goner as certified by
ny may, upon three (3) days written notice, elect to
So
terminate Any sash termination shall be without prejudice to any
other right ar remedy which Owner may have against Contractor.
b. In the event of 'he failure of Contractor to cure the default of which
' notice is given as above provided, or if the Contractor abandons the
�'��� MaRSTSO sfiOG,aTei INC. �J
1
GC - 28
work undertaken under the contract, Owner may, at his option, upon
ten days written notice to the surety and without any mitten notice
of Contractor, transfer the employment of said work from Contractor
to surety. Upon receipt of such notice, the surety shall enter u;en '
the premises and take possession of all rater:als, tools an•J appli-
ances the eon for t*e purpose of complet-r^ the work included under
this contract and employ, by contract or otherwise, any person or
persons to finish the cork z i provide the material therefore, without
termination of the continu._ full force and effect of the contract.
In case of transfer of such employment to the sure'v, the surety
shall be paid in its am name on estimates covering the work subse-
quently performed under the terms of the contract and according to
the terms hereof, without a:y right of Contractor to mz' a any cleiwr.
for the same or any part thereof.
c. in the event that the Contract is terminated by the Owner, Contra.tor
shall not be entitled to receive any farther balance of the amount
be paid under this contract until the work shall have been fully f
ished. At such time, if the unpaid balance of 'he amount to be psi :
under this ccntrac, exceeds the expense incurred by Owner in finishing
the work, and all damages suctaii..i or which may be sustained Dy Owner
by reason of sue,. refusal, neglect, failure of discontinuance of em-
ployment, such ex.:ess shall be paid by Owner to Contractor. If such
expense and damages shall exceed the unpaid balance, Contractor and
his surety and each thereof shall be aointly and severally liable
therefore to Owner and shall pay the difference to Owner. Such
expense and damage shall include all legal costs incurred by Owner ,
in the employment of attorneys to protect the rights and interests
of Owner under the contract; provided such legal costs shall be
reasonable.
44. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT
If the work should Dc stopped under an order of any court, or other
governmental authority for a period of ninety (SO) working days, through
no act or fault of Contractor or of anyone employed by him, including
subcontractors, or if payments due Contractor under this contract an
unreasonably delayed, or if Owner suspends the work for any reason other
than act or neglect of Contractor for a period of one hundred eighty (180)
consecutive calendar days, the Contractor may stop work and terminate this
contract and recover from the Owner payment for all work executed, but !ha
Contractor shall not be entitled to claim against owner for damages, ex-
penses, costs, additional compensation or lost prc:its due to the suspen-
sion or termination Final payment to the Contractor shall be made pur-
suant to the provisions of Parag-aphs 41 and 48.
45. REMOVAL OF EQUIPMENT
In case of the termination of this contract aefore completion for any
cause whatever, Contractor, if notified to do so by Owner, shall promptly
cc - 29
remove any part or all of his equipment and supplies from the proterty of
the Owner: and if Contractor fai to do so within three (3) days from i
such notice by Cwrer, Owner shall have the right to remove such equipment
' and supplies at the expense of Contractor, deducting the cost thereof
from any funds o.herw;se duc Contractor,
46 USE Of COMPLETED PORTION OF PORK
Owner -hall have rtr right to take possession of and use a:,y completee
' or partially completed portions of the work, notwithstanding that the
time may not have e.rired for comoletine the entire work. Such taking
pnsseesion and use s'.ali act be deemed to be completion of the contract
in respect to such work nor c`tall the same be deemed to be my acceptan_e
of any work not completed in accordance with the Contract Documents,
47. APPLICATION FOR PAYMENT
a. At .east five t5) working days before ea 7 payment falls due, Con-
tractor shall submit to Engineer four (v) copies of an itemized
I application for payment, supported to the extent required by Engineer
by receipts or other voucf.ers showing pavm..nt for materials and labors,
payments to subcontldctJrs, and such otner evidence of Contractor's
right to ravnent as Engineer may direst.
b. Contractor shall be entitled to monthly progress payments corres-
ponoirg to the stage of the work. Progress estimates will be pm-
pared by Engineer not later than thirty (30) days after commencing
work, and every thirty (30) days thereafter, if so entitled, for
the duration of construction. These shall be based upon an approxi-
mate es Hma.e of quantities of vorh completed and considered accept-
able, as ex.ended by the unit prices established in the contract or
as provided by the schedule of ump sum payments. The Owner shai,
deduct trcm each monthly progress payment :ui amount of retainage
provided to' by law ant by this contract and al.c for any charges
' against the Contractor authorized by this COnt:aCt_.
.. Cost of materials, properly stored, protected and insured at the site
of the work will be pai. on mnthiv estimates oniv when provided for
in the Special Prevla.ons, and c,.en only for the specific materials
listed therein for pirtiai payment. In preparinP the monthly esti-
mates, advancement %.11 be made therein for ninety per cent (90%)
Of the cast of such materials, as evidenced y invoices to Contractor.
Advances will nct be made for any itar. of material amounting to leas
than five hundre.: dcilars (SSOC.I ). All nateiiA's must contort, to
the rego_,,ements ct these specif-cations. However, advancement for
materials wiii n-t constitute acceptance, sad an; faulty material
wi'1 be condemned although advancement may have been wade for same
in '..a estimates Deductions at t-e same rates, and agia) in amot.nt
to the advancements, will be made on the estimates as the material is
used. All mats:Dais fr,r which costs are allowed under this subparagraph
:ust be substantiated :y written documen-ation from the material suppler
that the materiai has peen paid for.
I/AF M1TAe) Afe tftrsu INC.
6E - 30
d, Ouantities used for progress estinites shill. be considered only as
approxima'e and provisional, and ,hall be subject to recalculation,
adjustment and correction by Engineer in subsequent prigress oati-
mates and in final wClmatea, I�clusi on of any quantities in progresr
satim6tes, or failure to disapprove the cork at She time of Progresswork
aeUmates, 9,•all not ::e cor.=trued as acceptance of ccrraspond:ng
or material,:
e, chat' be wi2hhe/d by the owrthe c for
The retained amount c and
following final acceptance or terminat un of the contract and shall
be paid to the Contra^^-tur at the expiration boa by by daw if
fif their
have been filed against such funds amnsc the contractor No payments
Owner has no unsatisfied claim a8 Mi _
btai
shall be made until releases ^a artverte been c of Revenue, the Elyloymentt
o. Labor and Indus trees, the DeP having )uris-
Security Department, and any ocher departeent or agency
diction over activities of •he Contractor, un ices the
Lev such releases
are not required' In the even: claims are filed, the Ow per shall '+ite-
hold, until such claims are satisfied, a sun si.F:cunt to sa•ufy all '
dais and to defray the cost o• t^recloeing t' ;-ions of s',
and to pay attorneys fees in a,ditian claims too ner by She'Ownerwit`a.,."St
such amount as is required claim
s-i he Y ,
the Contractor, until such claims have been ina'.ly settled
f. Neither the final payment ncr any part of the retained percentage
shall become due until Contractor, tf requested, shall deliver to
Owner a complete release of all lien arisifR�Qoid of t in citheca case,
or receipts in full in lieu he haof, and-
an affidavit that so far as h< has knowledge to information,for
otiwhi the
release and receipts rinclude all labor any subcontractor which
town
could be filed; but ontractcr may,
furnish a release or receipt in tall, any lhe^ bond satisfactory
any i lien remains
to Engineer to indemnify lens against
unsatisfied after all payments are made,D Contractor
to pdve In s-
to Owner all moneys that the latter may
charging such .-en, in !uding all cost and reasonable engineer's and
attorney's fees.
46. PAYMENTS WITHHELD
Notwithstanding the issuance of any certificate, Owner may withhold any
e e- nt or recover any payment. theretofore :lade,
pay sent ex portion of _essary to protect himself fro" loss on '
to such extent ag may be
be
account of:
a. Defective work not
D, Clafse filed or written notice that valid claims will be filed. I
' GC 31
c, Failure of Contre_t.;r to m_Ae payments properly to subcontractors
or suppliers of atatwria. or labor.
d. R*�sona='e doubt Icac the ontract ,an be canpleted for use balance
than unpa.d
a, Liquidated damages, .rapectic, and engineering charges. or ether
' cla:as against Contracror by Owner:
f. tmage to another contractor.
g. Failur of Contrsc'cr to furnish invoices to support application for
payment for material- ry incorporated in the work but delivered and
suitably stoma at 'he its.
h. Expenses. including tcurt costs and legal tees, .whether or nct it.-
cidcnt to Suitt .n.arz ed by the owner due to ary default of the i
Contrwor
I
I yg INDEMNITY
Contractor shall indemnity, defend and save
harmless
Onter at,! Engineer
actions,
from and against all losses and clair^.s,
recoveries and judgments or every uE yeasdesofi�yon brought andon of
' -overed against Owner and/or EngineerY directly or
Contractor, subcontractors, agents and,or employees arising, y
ind irec'ly, from the performance of the Contract or in he guarding of
.
the work Contractor wi.., after reasonable notice of any such suit or
act.-n, defend and pay •be expense c' detending any suit which may De
I commenced aga-mt Owner or Engineer ar,sing therefrom.
50. PEAFOMANCE BOND
a, =ontractor shall =urnisn a surety bond or bonds covering faithtu.
performance of the c_ntra_t and the payment of all obligations
arising theraur.dor t}.c Dond shall be in the full amount of ins
ccntrau and >hall DE upon the fcem of bond set forth herein The
surety snal% be a firm qualified to conduct business as a surety
in the state in which the work is done.
b. :he pert:MV a torn r,r this contract ihacl not only indemnify
Owner to t! a,,.I performance provisions of the contract, but
in add.tion shall t.a a bond
u dgu naantee e oradaacr:of an d and
as a
tax liaDility of an. 'ype. k
' resuL' of worx Leal anew pun want to the contract.
51. rAMAGES
Any cla. against Owner for wages, expenses, costa, lost profits.
•n
nr extra '3mpens>"-n irj,- n, out of the performance of this contract
� Hawsr..o asswcurms .�.
S
CC - 3 '
shall be mede in writing to Owner within a reasonable time after
diaec wry of such daage and in no evenx later A
Iice1PPro .al by Owner cf finer payment. Contractor, upon tmak_ng
application For final payment, shall be deemed tc haw waived his
right to claim for a.�y other damages for which claim has not been
made, "less such claim for final payment includes notice of addi-
tional Claim and fully describes the alleged damage.
52. SUBLETTING AND SUBCONTRACTING
a. Contractor shall not assign or sublet the contract in whole or in ,
without the written consent of Owner, nor shall
moneys due or to become due to him hereunder without the ri rr written '
Contractor asc iin any
consent of Owner. P tten
b. Contractor shall not subcontract more than forty per cent (40%) of the
work without the written consent of Owner. In any event, Contractor
shall, at least five (5) days prior to start of a subcontractor's work,
notify Engineer in writing of the name of the subcontractor proposed
for the work, and shall not employ any which Engineer may object to as ,
incompetent or unfit.
c. Contractor agrees that he is fully responsible to Owner for the acts '
and omissions ve the subcontractor and persons either directly or in_
directly employed by subcontractors, as well as for the acts and
omissions of persons directly emploved by Contractor. Consent to ,
subcontracting part of the work shall in no way release Contractor
from respons ibi llty for performance of the work and he will be held
in all respects accountable for the same as if no consent had been
given. Contractor shall be required to give his personal attention
to the work which is sub iet.ments shall create any Nothing contained in the Contract Docu-
and Owner. contractual relation between any subcontractor
53. SEPARATE CONTRACT - INTERFERENCE WITH OTHER CONTRACTORS
a. Owr.ar reserves the right to Perform work with its own forces or to let
other contracts for work under similar general conditions in connection
with this nrojact, of which the work awarded to one or more contractors
under separate contract is a part. Contractor shall afford Owner and
other contractors reasonable opportunity for the introduction and stor-
age of their materials and the execution of their respective
shall properly connect and coordinate his work with thei S. work, and
b. Bi!dere are required tc inform themselves fully of the ^inditions
relating to constructirn and labor under which the work will be or '
is now being performed, and Contractor shall employ, as far as posalble,
such methods and means in the carrying out of his cork as ui:1
MY interruption or inter.`erenca with any other contractor or agency
or
c not cause ,
1 any part of Contractor's work depends for proper executione OC resU1L5
' I upon the work of any other codtractor, Contractor stiall
promptly report fn writing to Engineer any defect inspect and
in such work whfailure
'failure
e renders it unsuitable for such proper execution and result. His I to so inspect and report shall constitute an rrntra-t-el, +otk as fit an tv acceptance of tho Other
d
cept as to defects whfch
it ma Proper for the reception of his work, ex-
develop in
after the execution of his work. (TO ins the
otror contractor's work
subsequent work, Contractor shall meal Proper execution of his
shall report at once to Engineer env discr e work already in place and
work and the drawings.) P oy between the executed
c. If the performance of any contract for the project is likely to be
interfered with by the simultaneous execution of some other contract
or contracts, Engineer shall decide which contractor shall cease work
temporarily and which contractor shall continue, or whether the work
ider the contracts can be coordinated so that the contr,.ctom may pro_
-_eed simultaneously. Owner shall not be responsible for any damages costs suffered or extra cos incurred by Cortractor resulting directly
indirectly from the award or performance or attempted Performance of
ts on the
sion other
Omission contract
of,Engineercreopectingp heect or order of precedence in theperformance of the contracts other than for an extension of time.
54. CLEANUP
a. Contractor shall clean up frequently all refuse, rubbish, scrap
material and debris caused by his operations, to the end that at
aorkmanlike aprearance.ll times the ;Ste of the work shall present a neat, orderly and
w
' b. Upon completion of the work, Contractor shall remove all rubbish,
pusadei°and e�o�t thef ocding and Before utheucontract asso and equip-
ment
con-
sidered complete and prior to final payment, Contractor shall remove
all surplus materials, false-works, te
founder. thereof mporary structures, including
nature resulting
, plants of any des crfption, end debris of every
' , resulting from his operations, shall clean out all ditches
that may have beer, filled during the work, replace damaged surfac-
ing, and put the site in a neat, orderly condition and, in respe,t
' to structures, shall clean all windows and leave buildings broom
clean.
55. WASHINGTON STATE SALES TAX
' The Revenue Act of 1935 as amended requires the Owner to pay the Con-
tra. tor for transmittal t, the State a sales tax on the total charges
' made for construction ur'ass otherwise exempt by Rule 171. Rule 177,
for uce by the Excexemptions
Tar Division of the State Of Washington, provides
for certain exemptions 1 compensating tax in regard to public road-
way improvements.
i
NARSTAO ASSOCIATES INC.
GC tp
I'In cane of a public roadway improvement contract, the Contractor '
include any a?plicable compensating tax in the
the Owner shall make no payment of '
any sales tax. bid item and
56. USE OF OFF-SHORE ITEMS
The State Statutes require that, upon the comp]etior, of a '
contract, Me Contractor shall submit a certified state
Owner, setting forth the net Public
excess of Tw nature and source of mint to the ,
Thousand rive Hundred off-shore items in
been utilized in the the
($2,500)
are defined Performance of the contract. Off which have
as those items procured f shore items
tor al boundari ea of the United 5 tom sources beyond t
tales, includin Al he terri-
51. ATTORNEY'$ FEES, COSTS AND INTEREST R Alaska and Hawaii
The Contractor shall reimburse the Owner for any attorney,, '
whether incident to suit or not, court costs and other
rurred by the Owner fP
Or made necessary b in enforcing any provision of expense in-
by the Owner to Y Y default of the ContractorthiAn contract;
the Contractor, pursuant to the terms of charge
contract, sh all bear interest at the rate of R
from the date of this
are satisfied c demand by the Owner, par cent per annum
tom funds withheld b except that, if such claims
no interest shall be charged. Y the Owner from the Contractor,
O
r
SEWR GENERAL SPECIFICATIONS !
tMATERIALS OF CONSTRUCTIN'
1. Sewer Pipe Sewer - 1
2. Pipe Testing Sewer - 3
3. Fittings Sewer - 3
4. Plugs Sewer - 3
5. Pressure Sewer Main Sewer - 4
6. Manholes Sewer - 4
7. Manhole 'ramps and Covers Sewer - 5
P. Manhole Steps end Ladders Sewer - 5
9. Gravel Sewer - 6
10, Timber Sewer - 6
11 . Bedding and Slocking Concrete Sewer - 6
METHODS OF CONSTRUCTION
' 1 . Governmental Agency Requirements Sewer - 7
2. Interferences and Obstructions Sewer - 7
3. Construct' )n on Easem-nts Sewer - 7
' 4. Replacement of Lawns, Shrubs and Trees Sewe^ -
5. Trench Excavation Sewer - n
6. Timbering and Shcetin9 Sewer - b
7. Tunneling Sower - 9
8. Roadway and Railway Crossings Sewer - 9
Q. Grade Boards, Lines, Poles and Plumb Bobs Sewer - 9
1o, Traffic Maintenance and Protection Sewer - 10
' 11. Pipe Laying Sewer - 10
12. Alignment Tolerance Sewer - 11
13. Joints Sewer - 11
14. Pressure Sewer Mains Sewer - 12
15. Concrete Blocking and Encasement Sewer - 12
16. Pipe Bedding Sewer - 12
17. Backffil Sewer - 13
18. Side Sewers Sewer - 15
IS. Manholes Sewer - 15
20. Cleai...ig ind Flushing Sewer - 15
21. esting of Gravity Sewers Sewer - 16
22. esting of Pressure Sewer Mains Sewer - 18
23. Corstruction c!. Steep Slopes Sewer - 19
June 1974
- --- 1,raPA rqD n-bOaATC1 INN. -
ti
� 1,
f :oqr - 1
i
' MATERIALS OF CONSTRUCTION
i
1. SEVER PIPE
a. Gene•al
Tt,e Contractor shall furnish the Engineer two copies of the
pipe manufacturer's technical literature and tables of dimen-
aional tolerances. Any pipe found to have dimensional solar- -
inces in excess of those prescribed or having defects which
wculd prevent adequate joint seal or any visible cracks shall
be rejected. Tf reque3ted by the Engineer, not less than three
nor more than five pipe longths of pipe for each size, selected
from stock by the Engineer, shall be tested as specified for
maximum dimensional toe-ante of ti,e respective pipe. All
' stoppers or cleanout plugs shall have the. same joint as :he
main sewer
' All reference specifications herein shall be of the latest
revision Sewer pipe shall have a apetified three-edge bear-
ing strength of no, less thar. 2,000 pounds per 1'neai foot
for all pipe sizes.
b- Concrete Ii;c
Non-reinforced concrete sewer pipe through 10 inch size ,;ball
confute.. to ASTM. Speciticat._n C-14 for 'Extra Strength Mon-
Reinforced Concrete Pipe". All pipe 12 inches and larger
shall be reinforced ec -eta pipe conforming to ASTM Speci-
fication C-76. Rubber gaskets shall conform to ASTM C-443.
.n addition to the tests of the referenced specifications, the
following tests may be required to determine acceptability of
tine p>pc:
Pi Pas kn P,_per Alignment
-he pipe shall be assembled according to standard
installation instructions issued by the manufacturer
and, with ends bulkheaded and restrained against
interns_ pressure, steal; be subjected to 10 psi
hydros:atic pressure Pipe or joints shall ow
no risible leakage.
P-tpes �n Maximum Deflected Position
Upon completion of the test for pipes in proper align-
ment, the test section shall be deflected until at
least two of the joints have been deflected to the
maximum amount shown in the manufacturer's standard
installation instructions. 5 psi interpal hydrostatic
N STaO at<tOCIeTWO ANC.
fecrr - 2
pressure shall ttrn be aPP:led and the hints shall show '
no vrs:ble leakage ,
P"wa rn Max ntlw Loters�e� Misa ,�=t
aoethatt;�neccs�hgna.l be "PPorted on blocks or otherwise
Cont pipes. bearing ponls BusPended ff' mly between ad a-
Pended pipe shall then Ye the 1 :bb<r ga;;kets, The sue- ,
of the ult l:eare -Tree-ed leaded m roo,nt equal to 2/3
1pp=icable s ge bearcg "t Mgth required by
pecfff canter"
'eying :ength of rare tt.an f ••cr th d pipes having a ,
no 'core than the no,., c,rM1 dfeet (hall be loaded
MAle under ,his load Jul—foot length
no visible leeks sae `- -+nts shall show
pressure sage =.1er 5 Ps in-emal hydrostatic '
rho a: we load Ana eP �' _e a are- one-half of
pended p,pc Block be aPPl:ed on the bell of the sus-
P-Pes shalt be �8 oe-der •1c :utport ird y',;e or
arranged so as ;o distr.bute t:"c loan
transferred to these p,pe,, .n
Cask "•{aarc manner
et ue'it ,
he
he P Pe man-fa to er
meet upepl er "f the g"s' L Pt'�' -. cer"fheagaskety
th
peD f ljal and :.he.+ ar requ:,emen-, ,
ther s air ^d f ,r r,plus such
41ar
.'! �a�re• f�un..ned, a Darri-
.;s;te•e made
.ie. Fr w;t
Of
nand EL .'ue:rc ar:re to cnsaibta-en• • rt e s 'nnutp +i•n rrW e joint.
'
a damage occurring, ,
.h•PPed +n ontalneim- to wh.ch
1a a:flrea ar. ..l.n•J,[atlon If the ritch from which gas+e• were :anrr^r - ,
shall a el' v`i"'t' ba-Ch he certifi"tio's
Fr•y
o2a-aet ^a•rry be scored -n a coal, dean place.
ur xnseaflac.on o '
rr'•'�e an,f _ont acorn ants uar11 ready
Place, m the PIP, P=Pe• Gd5kett shall not be
•h 7'bs
c e 'anger ':.an 48 hour, be'c delivery
.te � ,r.: re ess adequately prole-ted against sun_
i'ght and conr,,.nation� anL r sha.- oe :nsr al lel 1n the sevls t-Y"t' affixed
t, PrP
e) jays. ne '.;ri n twenty-eight ,
c clay Pipe
may sear• PIP* shall con c
6cTM C-2,13 •.o e':•ra stren•ti, 1�Y pipe
compression Paske is sba.1 -V p pe
' Sewer - 3
' d. Asbestos Cement Pipe
Asbestos cement sewer pipe shall conform to ASTM C-428 and
rubber gasket tc conform to ASTM D-1869 (old-resistant type).
Pipe :lass aYall be as specified on the plans or as directed
by the Engineer.
e. Corrugated Metal Pipe
' Corrugated metal pipe shall be asbestos-bonded with paved
invert Base metal and fabrication shall conform to Federal
Specif.atlon WU-P-r05A. The pipe shell be formed from sheets
coated with asbestos fibers embedded in the moiten metal. The
pipe shall be coated Inside and outside with a bituminous mate-
rial, not less than 0.05 inches thick, conforming to the above
Federal Specification
The bottom quarter of the pipe shall be coated with additional
' bitumin Ous material to form a smooth pavement with a minimum
thickness of 1 8 inch above -he crest of the corrugation.
f. POIVv-nyl Chlor-de Pipe
' Polyviny. -e.�ride pipe shall conform to ASTM D-3084 with
minimum wai, thickness conforming to SDR-35. Pipe shall be
equipped with rubber gaskets conforming to ASTM A-1869,
2. PIPE TESTING
The pipe manstac%rer shall test all pipe as required by these
spec14icac1cns and -he Standards referenced herein. All pipe
shall be Pr-P^I.y marked lr a-:or ance with the Standards. im-
properly masked pipe seal-' be reiec7e9 from the project site
-
The ,Octrdotcr shall furnish tin ear two copies cf the
certified test results of pipe fc• nd a certification
that all ,ipe and materials fnm' �r exceeds the
referenced Standards' requI emen
3. FITTINGS
A_1 fittings she.. be of 'a r
e same ��.4 ri al as the pipe unless other-
wise spe_ifred. Fcr aid wers, two shall be installed in pipelines
' 8 in_hvT and larger with 6 I^ch inside diameter sida outlet On 6
Inch sewer .roes, toes or wyes shall be used, as spe:ified.
PLUGS
VAll open ends- shall be sea.:. with a plug of Taterial and gasket
ma•eria. apprcoed by -he L'w:.er. Tr.e plug shad. be able to with-
, sta-d al. .eat pressures w:chc..t Leakage.
— NAOfTAO AefOC1ATCei INC.
Sewer - 4
1
5. PRESSURE SEWER MAIN
a. Cast Iron Pipe
Cast iron pipe shall conform to USA Standard A21.6 or A21-.8 c: ,
the class and type specified. Pipe shall have manufacturer's
standard thickness cement lining conforming to USA Standard.
b. Asbestos Cement Pipe
Asbestos cement pipe shall conform to AWWA Specification C-400. i
c. Steel Pipe
Steel pipe shall be dipped and wrapped :n lengths not to exceed
40 feet, with one Dresser Style 38, or equal, coup' ng per leng
Dipping shall be in a vertical vat of hot asphalt or coal tar. ,
Wrapping shall be 23-1/2 lb, asbestos felt, or equal. The pipe
shall conform to AWWA Spec. C-201.
d. Valves and Fittings
Cast iron fittings and valves shall be a class equal or greater
than the class of the pressure sewer. Gate valves shall conforr
to AWWA Spec. C-500. Sufficient wrenches shall be provided to
operate all valves. 1
6. MANHOLES
Manholes shall be precast reinforced concrete conforming to ASTM C-478,
except as modified in this specification. Paragraph 3 of ASTM C-478
shall be used as the basis of acceptance of manholes tholes shall
conform to the Standard Details contained in this specification.
All joints, except those between or adjacent to adjusting brick shall
be rubber gasket type conforming to ASTM C-443 or alternate design
which may be submitted to the Engineer for approval prior to fabrica-
tion. Detailed shop arawings of the joints shall be submitted to the
Engineer for approval.
Standard precast sections shall consist of 36 inch, 48 inch, 54 inch
and " inch nomi cal inside diameter circular sections. Wall thickness
shal x 4 inch minimum for 36, 48 and 54 inch sections and 6 inch
minimum for 72 inch sections. Precast cones shall be eccentric from ,
48 to 36 inch, from 48 to 24 inch, from 54 to 36 inch, from 54 to 24
inch, and from 36 to 24 inch, inside diameters. Cones shall be not
less than 17 inches in heigh and the :ones reducing to 24 inch size
shell be flat and at least 6 inches wide at the .op to provide for
installation of adjusting bricks. Plat slabs shal'. be a minimum of
8 inches thick and be equipped to be joined to oener sections of the
manhole with rubber gaskets. The 24 inch diameter opening shall be '
eccentrically Located.
i
S-259 Victoria Hills Trunk 2
A r---
Sewer - s
� Cava and s
or surfacs MughOejov, -hall orgravel llypo. be s+to;:rh in finish. No cracks
asaemD:Y, 'he anal of pockets wi i; be
leaks ebnho le afro cture aha L1 be watertight withnoDvls visible
7 MANHOLE FRAMES AND COVERS
Cast iron frames and '
for 2. inch opening. oven shall conform to the standard drawings
Cas
ing
andtshal. be it reeconform
'f pommy i� r0quarements of A 'N A-48, Class 25,
' cracks, or any aortae Y. shrink cavities, :old shuts, or,Repairs of date ots b• defects which would impair, serviceability materia, will f welding or by the ase of smooth-on or
test bars not be peimttted The '>mmufecrarer s simi.ar
far quantiaissate 9TM A-v8 for ell orders _f hall provide
forms to t than the: shall 200 or more units and
he `equ'_mments Of G°r;,fy that the product con-
cation shall be furnished to the9e spa-ifi:ations Such ca
Engineer. rtifi-
Manho:e rings and covers shall be machine.finished or
seating surfaces so as to assure non-rocking f'•
and ante r:ban a ground-on
tion
be made ava:,abae iatrf be foundry request or gheiOwner��hsishall
for use by Inspectors in s-under] rings and standard co•,terr
set'Ns am -a- testing fit and seating• Where lock-tYPe
°var Tay be readilyto,^, the casting device shall be such that the
shall Je made of n-r,- rryaefnaterhe ring dnd all mov
avoid possible bmdxn als and able parts I
be ade ava.lable et B At the request of -he•Owner$° here arranged to
Prn erg t,e �pac:at *her fo foundry
a testing device suitable for
ali
on tom° ::d eq'ai t 1'. feet If FeadY to resist an uplift pressure
Noi.la
nation tn"9. Grade,6i,-r5-specified, shall contort to A57M desag-
All ter:ng shdl be -sated wlTh a bituminous Costing pr..or to
8. MANMDLE STEPS AND LADDERS
Galvab,zef safety s-eps shall be f'abri_
1 confcrt:ng t: ASTM A-6i5 °Ted 'f No 6 deform
and altar. . . int"ediats or deformed bar
8 zed a.rer bending Galveni standard grade hot-bent
A Date'
"eps and ladder, dimensions ahalg confa cOnfonn
hall
De^a:is c to ASTM
' I aired m the ba:k of this a TO the Standard
Pr=Je'T un:f; Y fr-m -he inside w pc cifica+ion. Steps
ba ins ailed to t ell 0 the manhole. P shall
spaced at 12w centene _ontin:aus verticai !adder with ru'ngPaequally
HgRSTgO gSSOCIgT es ,NC.
Sewer - 6
9. GRAVEL
roundation gravel shall be :parse-graded gravel or crushed rock
passing a 3-inch mesh. Pit run passed through a 3-inch screen
thuroughly compacted may be used provided that it is, in the
opinion of the Engineer, properly graded and otherwise suitable.
Bedding gravel four inches under the pipe for all pipe sizes
of 27 inches diameter and smaller and six Inches for all pig:
sizes 30 inches and Larger shall consist of clean, granular,
unfractured pea gravel of which 100 per cent will pass the U. S.
Standard 314 inch opening; not more than 3 per cent will pass
the U. S. No. 200 (wet sieve); 0-8 per cent will pass the U. S.
No. 8 sieve and 95-100 per cent will pass the U S. standard 3/3
inch opening. The material shall have a minimum send equivalent
of 50.
10. TIMBER
Timbering and sheeting, when required, shall be of Standard Grade ,
Douglas Fir, except where special conditions require better mate-
rial. The material may be unsurfaced.
11. BEDDING AND BLOCKING CONCRETE '
Bedding concrete shall be mixed from materials acceptable to the
Engineer and shall have a 30-day compressive strength of not less
Than 1,500 psi The mix shall contain four (4) sacks of cement
per cubic yard and shall be of such consistency 1`1a' the clu-,p
is between 1 inch and 5 inches
a ---
t Sewer
METHODS OF CONSTRUCTICA
' I, GOVERNMENTAL AGENCY REQUIREMENTS
i
All construction on City, County or State roads or rights-of-way
' shall be done in acnordance with the agancy's standards and require-
ments and in do crdan:e with the franchise and'or pewit requirements.
The Contractor :s responsible to determine these requirements prior
' to bidding.
2- INTERFERENCES AND OBSTRUCTIONS
For the convenience cf The Contractor, the plans may snow approximate
location of various existing utilities such as gas lines, telephone
cable, rater lines, storm drains and other obstructions based on
information obtained from varioa„s sources
This informatior, if shown, is not guaranteed to be accurate and
the Contractor shall check for interferences and obstructions by
ino•iiry from he different utilities and by exploration ahead of
hi= regular excavation. The Contractor shall excavate aronmd and
under service pipes with spe:ial :.are an,: shall support and main-
, rain then. where it is necessary To cuts move cr reconnect any
existing pipe, The Contractor she:. make necessary arrangements
with the utility for such removal and the Contractor shall bear
all costs wri;h may be involved
3. CONSTRUCTION EASEMENTS
All w ;K -n easeT.ents star_ be perfo:r..ed strictly in accordance with i
easement pro=.sions Easements shall be restored equal to or better
than original condition The Contractor shall do no wort on easement
areas u[nti: specitrcal_y authorized by Engineer. The Contractor s'ial
secure a wrc'Ten a roval of easement restoration rom eec}�owner o
land which is :.resse by an easement Zoples of the release form may
be obtained .r_m the Engineer.
4. REPLACEMENT OF LAAS, SHRUBS AND TREES
Al: improved lawn areas dis^.abed by tren:hing shall. be restored
tc original cvdiricn Fences, rockeries, shrubs, plants, etc.,
shall be removed before trenching and replaced after installation
of the newer Grassed areas shall be restored by rolling back the
sod prior to trenching or by replanting the trench area after in-
stalletion of the sewer if the Centreetor elects to re-plant,
' the soil shall be prepared and sown with first quality seed in
accordance wi•h The seed s,,pplier's published instructims, and
provisions shad: be made tc ass re proper re-growth: All above
work sha-1 be done by wori,ran qua..-`led to perform such work
' NAI,iTAD AfmOCIATam INC. J
Sower - B
S• TRENCH EXCAVTION
Trenches =hail DO excavated to the line and grade designated by
the Engineer Except for unusual circ,@ tmmces, where approved
by the Engineer, the trentb sides shall be excovcted vertically '
and the *mn_h width shall nit ex_avated only to aucb width as is
necessary for edequa!s working space The maxixam trench width
at the !op of !be pipe she, be 30 inches for pipe up to and in- ,
clueing 1e inch Inside1, n dtmseter and Tl:e out a'do diameter of the
pipe barrel plus 15 inches for pipe larger than 12 inch inside
diameter. Where higber strength pipe or secial bedding is ra-
quired bex of excess trench pwidth, it shall be fumished
withou! expenspense tp the Owner The top width Of the trench shall
not exceed the outside daamoter of the pipe plus 36 inches The
trench shall be kept free from water until jointing has been com- '
pletad. Surface water shall be diverted so as not To enter the
trench The Contraetcr shall maintain sufficient pumping equip-
ment• on the job to Insue 'hat these provistons are carried out. ,
The Contractor shall perfOm all excavation of every description
and of whatever subs-in encounte.�ed ss part of his trench exca-
vation cost, thaw*anle material below the depth of the proposed
Pipe shall be removed and replaced with satisfactory er '
determmod by the Engineer All costs shall be wnsidater_•edra incls im
-
dental tj this itex- Excavat:an for precast manholes shall be
sufficient ro provide a -rnimu*. ct 12 inches between the manhole ,
and the side :f the excavation.
7renching operations cdil not proceed mare •han 200 feet in
ado anco of pipe layin:, ex-.epT with written approl•al of the
Engineer.
Whet trenching cpera•.:cs cut t^r•^ugh concrete pavement, the ,
pavtt mt shall be re+cve� to width of 13 Inches greater than
the top widtl, cf -he -ren_n The •an•rete shell M cut on a
straight ;one and she. ' be be,eled so -hat the cut will be
approxima•e ly . Inch wider at the •cp •pan et the bottle- This
work shali be nr fude! as par, at the trench excavation bottom,
coat,
6 TIMBERING AND SHEETING
The Cmtroctcr shall provide and install timbering and shooting
as necessary to prote workmen, the work and existing utilities ,
and other propert:es. Ali timbering and sheeting above the pipe
sha:l be removed priar !o backfilling. Sheeting below the top of
the pipe may be .at off and loft in place Removal of timbering ,
shall be at-lap lishad in such a manner •ha- -here will be no dam-
age to the work cr to the 0-hor prvper•ies. All timbering and
sheeting shall be -o the ContT*Ctor's dealga and the cost of
Placing and rem,ving timbering and sheeting shall be included '
in the bid price of -rencbing and bacttilling.
r
---
------------
Sewer - y
' � T1BRIELlM6
r 'I"-Tunneling Contractcrred by the
elEngineer under pavements or cthar-
Tune.
Except where autDorized b lieu of trench do
ion er y the Engineer, such g for deep cuts.
U feet hi uh 10 feet between shafts, tunneling shall be not
g and ? feat vide essnela shall be not less than
wtside ddanetsr of �'d not lase than 1 foot wi
materials the pipe Tumels shall be backfilled than, the
rically ° acceptable to the Engdnaer and Dackfdll shell Dd witMachan- I
g• ROADWAY µ aRAIL SCROSSINGSseqjant low pressure grouting may be required
RAILWAY CROSSINGS
rThe Contractor use an
methcd which provides satisfactory
urodl lc acceptableth ore the go"arnmeihe Eor ''rivate agency having con-
cF the ro !rack in results
Contractor restores the crossing gcneer, Provided that the
madly, ;hose croasdrgs rogue re gh{° its ordginal condition. Nor-
concrete pipe Placing of steel Nor-
' I line with,,t the telling by
jack-ng or tunne'In . cast iron cr
6 and laying the sewer
9 GRADE BOARDS, LINES, POLES AND PLUMB HOBS
' The Contrac•or shall f•irni-1, nl,erial- and exec±
sleepers and targets and transfer the line
for ezcevat doe or for grade boards,
8rades t,n laying. Pipe and stand grades thereto
r"'c fIr excavation or for P°is lines and
nisi, lin as, .xeasurin8 Poles. and 1 lay,nF. P+pc ens l
be not less tr y umb bops s+u11 fur-
sn 1 x 3 51;1E end steal: be Supported redo Lcards shall
stakes E,r w,de •ranches, sloe pported
grad: boards Pero shall be used i� 2 x u
and shall ba U z t oo larger n Place of
used
span •ty 'ranch vdth ode � and of sufficient r used wi±h •leepera aha it Da4uaXoysuppOn on each length
the sleeper ch adds• Targets SUS boards Hailed securely co
emearurecer'•± the
be re grade vim to the Invert of the sewer shell
r Pole, fi-ted w.:h�an�(rV01]11 shall Jm a straight- p plan
*he pole at n shoo axtsodia ��od• 1
A 1 t e lower end and clearly aarkod taut B inches from
foot a umb bob shall be at ;.ntery
Both grate and line shall used ke thank t ads of 1
all De checked for he Lae of the pips,
excel• a •rmr eis or %Jro each .eng tE of i r shall G used laid
rc carry f:,Marda he ul.ne iana grade adequate methods
Firma_ a!'aii be arrled by means of taut grade wire supported
Y se*. ba-•er boards at intervals of not slop than 30 fad
' Nat ot less than . Latter boards set from grade hubs shall .
that batterboards be
Tina natant ly checked and, do be event
1 situation is cor
rat te" UP. work shall lr stopped itdl the
—` N ASt'1D geeO0gTEe INC.
Sewer - 10
The Contractor shall replace all monuments, right-of-way markers,
property stakes, etc. , which are located outside the French exca-
vation and which are damaged by his activities, removed 0. dis-
turbed, to the sat Csfaction of the agency or individual co,lcerned,
10. TRAFFIC MAINTENANCE AND PROTECTION
The Contractor shall conduct his operations so as to minimize inter- '
ference with automotive and pedestrian traffic. The Contractor shall
Provide adequate Flagmen for 'raffic control during unloading of mate-
rials and supplies as well as during the actual construction.. Soft
shoulders shall be plainly marked to warn mo be provided l orists, Access shall
to cross roads and driveways on the same calendar day
as excavation was started Surfaces shall be restored in the manner
provided in the specifications immediately after backfill. '
On important traffic streets, the Engineer may rewire thr construo
tion of two-way bridges of approved crnstrucn cn Nnere detours are
built, they shall be graded and maintained to the satisact ion or is of
the
of I
Engineer. Streets where construction has been completed
progress shal. be graJed and maintained to th= satisfaction of the
in
Engineer. Detnurs for foot traffic shall not be more than one blocl
in length and ,;hall be provided with adequate handrails, all at the
COntractor's expense.
All wor"
ll
convenience aof the cpubl'd on0with due regard for the safety and '
barricades that can be ed with
seen at a reasonable trenches hdistance all be r,nddat night
shall be adequately lighted. Bridges for either vehicles or pedes-
trians shall be indicated by lights. Adequate lighted signs for
detours and construction in progress shall be provided. Safety
instructions from the Engineer shall be strictly observed but t
following of such instructions shall,� IT, no way, relieve the
Con*raco.• of his responsibility or liability
11, PIPE LAVING ,
The first section of pipe not less than 300 feet in length installed
by each ^.Taw shall be tested in order to qualify the crew and/or
material Successful installation of this section shall be a pre-
requisite to further pipe installation of said crew
Each pipe shall be laid with bells upgrade with the invert of the '
Pipe to the alignment and grade shown on the plans, Care shall he
exert ised to insure close concentric Joints and a smooth invert. '
Open ends of pipe or fittings shall be temporarily blocked and
covered when laying is no. in progress.
Water shall not be allowe6 in the trench during the pipe laying, ,
Joint making, and as long thereafter as is necessary, in the judg-
ment of the Engineer, for the type of joint being used
1
11
Wet
a inB away
by
L Brade shendete t1 yt-Dl chof 4nB4 hall
r to tba .ane m41nB n,a Tad,by wedging ,?es
ntTfL11 core line and B trtnch by'Thepipe sb for
notper35'1m'ti i b ,owe tti r SU'tta he P:4 s Shall e F pe laid
e
The Pi e r ne °�,�,r,ai a tco60l'se and any
def as shy
be dr°QFeo defects 4cj°r shall be 'Ssta lled ore shown os it ams
,racks an - ycn ear exact
tilde �$ a, >"`n the tngin oraed their
oyes, and Details at dir'e'tea veer has
rec
�hr 41an ot
ot
be tocertd �tll The bnB' .unless °thsrtise
n-
no. owes
shall the
1 Ice scare c m follows:
F 1ps �ved by Sne Gnglneer and Brade shall be as
ro 11
aPl�4NAENT TDIE Dan;.e from crime lire end Brads meter be
of
Al.- maximwm .clsr om t rue 1toe is lnelc1a maoa meter
'Che llsxlm,lm a t per fo fr ."s&e ii,aor pi n leer,inch ns,tie ve"it
Cad'
' p 021 feetc4for pipe lar6^lpe length well be ang,ad 3
e
0 p62 Brade in anY 01n tr°e Li not d ea 1�
N haLalf{erenc uo 9u ce0' above is stall
between any its Spec le ...,lea by the t
e am aP?•, asks
It
.h examined tithe type nes, may
1NS5 versa rieUce4 with The E m begin or
1, aOc lets shel Only tP pe be y13 a toe a fcie YIIpe laY 1nB 'Imsnaations d
Ebe 6a5Q-It tf.,cc. exFerian- a crdanen a
ce[ha gaske has
ke beandfo i6n
oemar'nt hued al :Val- b�lp• ha&loin id bumPltg dlrSor a"repleceher a, tea,
1 ]oint ma`edf acc�r•t ol'.eor loadlnBa it rem°tie 301n,
o ntman is attem4
sha 1e be a e't`of V so dlsty r e red. be=ore
1 kn king gas _ ed, if
Slau•a and e l�rl at A•s�,Afi� ,ww
_NTAP
i
Serer - 12 i
Care shall be taken to properly align the pipe before joints are ,
forced home. During insertion of the tongue or spigot, the pipe
shall be partially supported by hand, sling. or crane as required ,
to minimize lateral pressure on the gasket and to maintain concen-
tricity until the gasket is properly positioned. Pipe deflection
and straightening shall be held to a very mini:msn once the joint
is home to prevent creep of the joint '
Sufficient pressure shall be applied in making the joint to assure
that the joint is home as defined in the stands-d installation in- ,
structions provided by the pipe manufacturer. Sufficient restraint
shall he applied to the line to assure the joints once home are held
so, by tamping fill material under and alongside the pipe of other- '
wise. At the end of the day's work., the last pipe shall he blocked
in such a manner as may be required to prevent creep during down
time-
14. PRESSURE SEWER MAINS f
Asbestos Cement: Joints shall ce made u;� as recommended by '
the pipe manufacturer for pressure pipe.
Cast :ron: Joints shall be made up as recommended by
the pipe manufacturer for the particular ,
joint specified
Steel Pipe: The )pint shall be made with a Style CB ,
Dresser coupling, or approved equal.
Pressure sewer mains shall be laid so that no high point exists '
except at the discharge manhole or an air release assembly. Gate
valves with "O" ring seals shall be set vertically and shall be
opened and shut under pressure to check operation without leakage.
Two-piece cast iron valve boxes shall be set as directed by the i
Engineer.
IS. CONCRETE BLOCKING AND ENCASEMENT
Blocking shall be installed at changes in direction and in a
manner acceptable to the Engineer. Encasement of pipe shall be '
as shown in Standard Detail or as otherwise directed by the
Engineer
16 PIPE BEDDING ,
Except where concrete encasement is required or excavation in pure
sand where imported bedding material will not be required, the pipe ,
shall be placed cn a prepared subgrade of imported material at least
u inches deep below the barrel of the pipe and filled around the
pipe to the spring line for all pipe sizes of 27 inches in diameter
-------------
Sewer - i3
and smaller, and six inches for a!1 pipe sizes of 30 inches and
larger, as shown in the Standard >tail. The imported material
sha_1 be bedding gravel, After preparation of the subgrade, bell
holes shal- be excavated an, the pipe, when laid, will have a uni- '
form bearing under the full length of the pipe. The Contractor
shall be responsible to: adequate support and bedding for the pipe.
' The ;reach shall be backfilled from the spring line of the pipe to
six inches above the top of the pipe as at'own in the Standard Data,!.
The material shell be placed in four i,ch layers and compacted to
no less than 95 per cent of the maximur theoretical density as
measured by the modified AASHO method priors: placement of the
next layer.
Where the undisturbed trench below the four inch beddin
g is un-
stable, the urstab le materia_ shall be removed and backfilied with
foundation gravel and!or bedding grave! as necessary to produce a
' s stable foundation upon which to place the bedding, The Contractor
�':,, ,nsibie for rovidirg a stable foundation for placing
of MV be, na
Boulders, rocKs, ..-;.ts and other obstruct,zs sha _ be eo-i rs h�
removed or cut cut -- the fu-I width of The trend. a.' To • depth
six inches below the pipe. In soa:d rack, ti,, . n^ti sb, be i
excavated six inches below the pipe bottom,• and bacxfi:led as
provided above
Whenever the trench a excavated below t o depth required for
proper �eddiag, it -hall be backfiiled wi-n bedding grave! ono
-ompacTed, as prcwided above fc- bedding grave-.
'um, fishing of required foundatioh and wedding gravel and,;.-
bedding concrete shall be done to secure prcrer bedding condi-
tion and the cos_ there..f she" be included 1n the ,.nit price
Sid for fi,rbishing . ad insta-fins sewers.
17. BACKFILL
Compact.on of backfill from the bottom of .he trench to six in.nes
above the cop o; the pipe she.- be As specified under pipe balding. '
Compaction of the remainder of the backfill shall, at the minimam, '
meet the requirements of the vcverrasenta! Agency having f1na1 ;vris-
diction.
Unless otherwise provided, cccpac;i.xi " backfill shall meet the
ICI following requirements:
Paved Areas
trenches through surfaced areas shall be compacted to
ninety-five per con: (95%) of maxima,, theoretical den-
sity as measured by the modified AASHO method. Procedure
I
' � _ _ NaMraO amafOClarlm wave. it
r
Samar - 14 r
for compaction shall be submitted to the Engineer for r
approval. The Contractor shall be responsible for all
repairs caused by settlement of backfill during the one- r
year period after acceptance of the projeat..
Other Right-of-Way Areas and Improvement Easements
Trenches through right-of-way arreas other than surfaced
areas shall be compacted to nicety per cent (90%) of maxi-
mum theoretical density. The Contractor shall le responsible r
for any repairs for the length of time specified above.
Unimproved Easements r
In trenches through easements, pipe shill be bedded as
specified. The remaining backfill may be dumped into the
trench and rounded to provide for settlement, if allowed r
by the owner of the property. The Contractor shall pro-
vide such drainage facilities as are necessary to prevent
erosion of the backfill and shall regrade the trench after ,
Settlement bas occurred.
Backfil! ,hall not be deposited in the trench in any manner which '
will der ey;e or disturb the pipe or the initial backfill. Compaction
of the :.dcktill may be obtained by vetting or by tamping, rolling,
or otherwise. The .onttactor shall submit to the Engineer the
method he proposes to use for approval. The Contractor shall '
provide the services of a testing laboratory acceptable to the
rngineer to perform in place density tests to show that the spe-
cified density can be obtained. The approval of the compaction r
method and the achievement of tie specified density shall, in no
way, relieve the Cottracto. of responsibility for all repairs
caused ty settlement of the backfi:i prior r icceptance and ,
during the one-year period atter ac:eptarce -he project.
Where the excavated material has a :.al.fornia Bearing Ratio for
compacted and soaked sample of less than seven (9) or, for other r
reasons, cannot be compacted as speafied, the Contractor shall
replace the excavated material with approved free draining pit
non gravel. Furnishing of required pit run gravel shall be done '
to secure proper compaction of the backfill and the cost thereof
shall be included in the unit price bid for furnishing and instal-
ling srve-s.
Compaction of backfill material may be accomplished by mechanical r
tamper, by vibrating, by jetting or by a combination of these methods,
as approved by the Governmental Agency having jurisdiction and the '
Engineers.
r
Sewer - 15
18 SIDE SEVERS for sewer
Where applicable, all specifications contained hereon Side sewers.
materials and construction shall be held to linshall be as shown
Inver' of the side sewer at the property
on the plan or as directed by the Engineer.
Ends of the side sewers at the property line shall be marked with
a known length vertical 2 s Y board. Board shall have 1 foot t
painted white above ground or cut flush with the ground as directed
by the Engineer.
al
grope of side sewers de shall not not be lessed 'thaneewovperl lent'(28) foot
All
hor.zor.-al and g
side sewer pl'lgs she:;. be blccked.
;here mange in slope inctes per foot, standard
:s gre=ter than two
L c -ends shall be c_ed
ug MANHOLES
t Menboles shall be corst-. -d as shown
o esin theMan Standardoles betails l be of
i .or standard -anholes and drop
' precast teintoresd coare.e. Manhole ring and covers shall be
ai!,.sted to ire elevation required by the Engineer prior to final
acceP once of the work
,he rantole Lase slab shall be pieced on firm soil. If the founda-
tlor matersa. is inadequate, the Gntra:tor shall use foundation
gre+e: ;r bedding cencrere under the norral base to support the
Tarot:it
-o_nts and wnnections -o Tapholes shall be made with cement
-nr-� c: ;then approved jc.nting material and shall be watertight
;cants er.d connectsMs shall be finished on interior and exterior
Ot
on Inside r and "tsidealn eveling �ntrete blocks atatoprOfsmae
holes
20. CLEANING AND FLUSH114G
Pr.cr •, r:pe tas:ir.g, all pi;es sha'_1 be cleaned in the fc.lowing
Manner
abe rubel of
The C.r.-:actor stall f` n:sh an mo at alpspe corbaaces•ed size
t?ut ..:_ Inflate to rIt snugly
i ball ^.ay, at the op*ion cf the Contractor, be used without a tag
or cori Tay
:inel .:r a rope be fastened to the ball to enable
the Contractor to know and control Its position at all t-uses. The
ball shall be ;laud In the last cleanout or manhole :n d it 2ha bell
to be cleaned and wateerps Fail be introduced rce�of the water Im-
I shall pass rbr-u '' . wit t. only
;tiling it. All debris =-ushad rut ahead of the Lail stall be
, TAD asewacures ,tier.
Swwr - 16
removed at the first manhole where its presence is noted. lc.
the event cemented or wedged debris or a damaged pipe shall stop
the ball, the Contractor shall remove the c',struction.
21. TESTIIIG OF GRAVITY SEWERS
Exfiltration or infiltration tests shall be allowed only if spe-
cifically authorized by the Engineer, The normal test required '
shall be the Low-Pressure Air Test.
a. Water Test '
Tests for watertightness shall be made b; :,a Contractor in
the presence of the Engineer. A test shad be made of every
section of the sewer, including the side sewere, after com-
pletion of backfill. Where the groundwater
g table is so high
as Co preclude
p u e a proper exfiltration test, an infiltration
test may be used. '
The exfiltration test shall be made by plugging the inlets
of the lower manhole and filling the test section wi-h water
to a height of six (F feet above the crown of the sewer at
the upper end of the sewer being tested.
In no case shall the static level be less than six (6) feet
above the water table at the upper end of the sewer being
tested. Where the static pressure on the lower manhole
would exceed 20 feet, the Contractor shall test the sewer '
between manholes in two or more sections. The Contractor
shall provide for sectional testing by installing tees
in the main line. The tees shall be of a type that permit
plugging of both the upper and lower run of the tee. The
required static water head shall be obtained by installing
vertical lengths of pipe in the tee or from the upper end of
the sewer pipe being tested at shallow manholes.
The Contractor shall provide a groundwater observation well
at each m:!.,le for detem-ning the level o: the groundwater '
during the test. The observation well shall consist of one
inch plastic pipe installed vertically adjacent to the manhole.
The lower end of the test well shall be placed in a one (1) '
cubic yard pocket of wash gravel. and shall be at the same
elevation as the invert of the manhole. The upper end of
the test well shall be a maximum of two (2) feet below the
finished grade elevation and shall be plugged and exposed
until completion of the test,
The time of exfiltration tests shall be a minimum. of one (1) ,
hour. The leakage during the test shall not exceed the fol-c
ing allowances:
Sewer - 17
Allowable Leakage - Exf i ltration or !nfiltrot on
P'pe Size Allowable Leakage"
n 'nches in Gallons per Hour per '00 Feet,
u 0,63
6 0.85
8 1,26
1 1.58
12 1,88
15 2.37
la 2,84
21 3.31
24 3,79
*F'or static head above the basic six feet at the crown of the
sewer at the lower e.id of the test section, the allowable Is"-
age, shown above shall be increased at a ratio of 5 per cent pe:
foot increase.
1 Where the grou:dwater exceeds a height of six feet above the
crown �f the sewer at the upper and of the test section, the
section shall be tested by infiltration. The infiltration test
shall be conducted by placing a plug in the inlet sewer at the
upper manhole and inserting an approved measuring device in
the inlet sewer at the lower man;iole. Prior to making measure-
ments, care stall be taken to assue that the flow over or through
the measuring device is constant. A ninimum of four measurements
shall be made over a period of one hour, The leakage during the
test shall not exceed the following allowances
b. Air Testing
The P0110wing procedures shali be used in conducting the low
pressure air test, The Contractor shall faro ish all faci.itles
and personnel for conducting the test under the observation of
the Engineers. The equipment and personnel shall be subject to
the approval of the Engineers.
The Contractor may desire to make an air test prier to back-
filling for his own purposes, however, the acceptance air
tent shall be made after bcckfilling has been completed and
compacted
All wyes, tees, or end of side sewer stubs shall be plugged
with flexible joint caps, or acceptable alternate, securely
faatened to withstand the internal test pressures. Such plugs
or caps shall be readiiy removable and their removal shall pro-
vide a socket suitable for making a flexible jornted lateral
connection or extension. No double plugs shall be allowed.
MgefTaO affOClaTff INC.
Seer - 1D
Ismiediately following the pipe cleaning, tt, , -pe installation
shall be tested with low-pressure air. Ai shall be slowly
supplied to the pluggei pipe installat?. -, until the irteroal
air pressure reaches 4.0 pounds per square inch greater char. ,
the average back pressure of any groundwater that may submerge
the pipe. At least two minutes shall be allowed for tempera-
ture stabilization before proceeding further. ,
The requirements of this specification shall be considered satis-
fied if the time required in seconds for the pressure to decrease
from 3.5 to 2.5 pounds per square inch greater than the average
back pressure of any groundwater than may subserge the pipe is
not less than the following listed values for corresponding
sizes of pipe. '
Seconds per Maximum Seconds per
Sizeiof Pipe Lineal Foot of Pipe Reach df Pipe e
4 inch 0.18 113.3
6 inch 0.40 170.0 '
8 inch 0.70 226.7
l0 inch 1.10 283.3
12 'r.ch 1.5a 340.0
15 inch 2.46 '+25.0
12 inch 3.56 510.0
21 inch 4.85 595.0
14 inch 6.34 680.0
The 'L a of air ,ressure for testing sewer lines created hazards
that must be recognized. The Contractor shall be certain that
all plugs are securely blocked to prevent blowouts. A supply
air regulator shall be installed on the air supply line to the
sewer that shall permit a maximum of 10 psig in the line to be
tested. All pressure shall be relieved from the sewer section
being tested prior to removal of test plugs.
22, TESTING OF PRESSURE SEWER MAINS
Prior to acceptance of the work, the pressure line shall be sub-
jected to a hydrostatic pressure test equal to the class of pressure
pipe, at the high point in the line. Any leaks or imperfections
developing under said pressure shall be remedied by the Contractor
before final acceptance of the wurk. Leakage shall be measured
by approved means. Test pressure shall be maintained while the ,
entire installation is inspected. The Contractor shall provide
all necessary equipment and shall perform all works connected
with the tests. Insofar as is practical, tests shall be made ,
with pipe joints, fittings and valves exposed for inspection.
- I
r -lovable leakage in gallon, 19
per Hour
Sewer
=ball not exceed the follow;ng: per 1,00., feet of pipe
W. - 0.�4 Sal./Hour 10" - 1.84 Gal./Hour 66" 1,141 0 GGa-,.,Hoa1.iF.our ur 12"
' _ 1. - 2.2 0 Gel./Hour
23 CONSTRUCTION ON STEEP SLOPES
ISewers i on 20 per cent slope or greater shall be with concrete anchors or equal, spaced as followsan
:moored securely
d Not ever 36 feet center to -enter on grades 20 per cent
and up to 35 per cent
b Not over 24 feet center to center on grades 35 per, cent
and up to 50 per cent.
c Not over 16 fee- center to center
and over, percent
on grades 50 p cent
Anchor details shall conform to the Standard Details contained in
' this specification,
"AAMT^0 ^UMOCM,M*
1
I
OETAtL SPECIFICATIONS I
i
1. Materials and Construction Procedure Spec. _ I
I
2 Scope ,i Work 5peC _ I
3• Subsurface Conditions Spec - I
4 4. Staking
Spec. - 2
5. Oewatering Spec. - 2
G. Construction on Lands of Washington Natural Gas Company Spec. - 3 '
I
7. 9ackfili and Grading Spec. - 3
8. Foundation Gravel Spec. - 4
9• Pipe Deciding Spec. - 4
10. Replacing Roadway Surfacing Spec. - 4
11. Polyvinyl Chlorite (PVC) Sewer Pipe Spa . 4
i
12. Ductile Iron Sewer pipe Spec. - 5
13, Manholes Spec. - $
i
14. Pipe Cleaning, Flushing and Testing i
Spec. - 6
15. Water quality Considerations Spec. - 7
16. Construction Near Existing High Pressure Gas Lines Spec 8 i
�aansrao •ssac��tes wc.
Spec. - I
DETAIL SPF-CIFICAtIONS
MATERIALS AND CONSTRUCTION PROCEDURE
All materials and construction procedures for this contract shalt
conform to the Standard Specifications for Municipal Public Works
Construction prepared by the Washington State Chapter, American
Public corks Association (APWA), dated 1977, Division II, II, IV,
V and VI, and the City of Renton, Regulations and Standards for
Construction of extensions to the City water and sanitary sewer
system, revised July, 1978. The Renton Regulations and Standards
shall have precedence over the 1977 APWA Standard Specifications.
Where not �n conflict with the Renton Regulations and Standards,
the 1977 AE 'A Standard Specifications shall govern the performance
of the work except where modified or superseded by the specifiations
and contract documents.
' A copy of the 1977 APWA Standard Specifications and Renton Regula-
tions and Standards are on file in the office of the Consulting Cng i-
near, Harstad Associates, Inc , 1319 Dexter Avenue North, Seattle,
Washington 98109, where they may be examined and consulted by any
interested party.
Delete all portions of the 1977 APWA Standard Specifications pertain-
ing to measurement and payment. Measurement and payment shall be in
accordance with those specifications and contract documents.
t2. SCOPE OF WORK
'Cnese specifications cover the furnishing of all materials, labor,
and equipment for the installation of the following improvements in
accordance with these speoifl cations and the Contract Plans:
1 a. Connection of B" PVC sewer to existing City of Rentcn sanitary
sewer manbole.
b. Approximately 1,770 LF of fl" PVC sewer, 390 LF of B" ductile
iron sewer, and oix 4' diameter manholes.
c. Mobilizati m is considered as incidental for this project. No
direct compensation will be paid for mobilization.
3. SUBSURFACE CONDITIONS
Soil borings have not been made for this project.
- wwm..o aat�oeureel are. -
Spec. - 2
�. STAKING
Th• Engineer shall set such construction stake, and narks estab-
lishing lines, slopes and grades as he may deem necessary. The r
Contractor shall assume full responsibility for detailed dimen-
sions and elevations measured from such stakes and marks. The
Engineer will stake each facility once only. Additional staking r
requested by the Contractor will be deemed to be for the Contrac-
tor's conven.ance and the costs for the additional staking wall be
borne by the Contractor.
The Engineer will provide the following stakes:
Sanitary newer cut stakes 3 50-foot intervals. r
Stakes and ma^ks shall be carefully preserved by the Contractor.
The Contractor shall be charged for the costs of necessary replace-
ment of stakes and marks which, in the opinion of the Engineer, were '
carelessly or willfully destroyed or damaged by the Contractor's
operatic:. This charge will be deducted from moneys due or to
be=e due the Contractor. ,
The ontractor aFall provide sufficient and safe facilities to
enable the Engineer to set points and elevations. r
he 7or.tractor shall keep the Engineer informed of his staking
re- .:renents far enough in advance of the time when the stakes
w,.1 be required to provide a reasonv_e amount of time for the
Engineer to set the stakes Delays by reason of lack of stakes
are deemed a risk to the Contractor and shall not be a basis for
claims for additional compensation. The Contractor shall order r
at least one tull day's work for a survey crew at each ti „tak-
ing is ordered.
The Contractor shall provide all material necessary for staking.
5 DEWATERING
The Contractor shall remove water from all trench excavation in
a rannsr that will insure the dry conditions for construction re-
quired by Secticn 61-3.02 of the APUA Specifications and shall r
perform the dawatering in accordance with these specifications
and the requirements of the various regulatory agencies such as
the Department of Ecology, King County, Fisheries Department, etc.
t
r
r
r
Fb. CONSTRUCTION ON LANDS OF WASHING70N NATURAL GAS COMPANY Spec. - 3
when working on land owned by Washington Natural Gas Company, the
Contractor will be requited to completely backfill and compact all
excavations by the conclusion of each day's work. This requirement
shall be strictly enforced. BacRfill and compaction requirements
shall be in accordance w.th other sections of these specifications.
Notify Washington Natural Gas Company 48 hours In advance of starting
construction within property boundaries.
1 7. BACKFILL AND GRADING
Compaction of the backfill from the bottom of the trench to 6 inches
above the top of the pipe shall be as specified under foundations
and bedding. Compaction of the remainder of the backfill shall
meet the following requirements:
Roadway F.reas
Trenches constructed in existing roadway areas shall be compacted
to 95 per cent of maximum theoretical density as measured by the
modified AASHO method. Procedure for compaction shall be submitted
to the Engineer for approval. The Contractor shall be responsible
for all repairs caused by settlement of backfill during the one-year
period after acceptance of the project. The trench in existing
roadway areas shall be :ackfilled with imported material. The
imported backfill material shall conform to the requirements of
Bank Run Gravel, Class A or Class B, as specified it, APWA Section
26-2, except that 100 per cent of the material shall pass a 4 inch
j square opening. The imported material shall be brought to a level
that will accommodate roadway surfacing replacement.
Other Right-of-Way Areas and Easements
Tranct i throuzh right-of-way areas, other than roadway areas,
shall be compacted to 90 per cent of maximum theoretical densitv.
The Contractor shall be responsible for any repairs for the length
of time specified abo•,_.
All backfill material shall be selected native material from the
trench excavation which is judged by the Engineer to be suitable
for backfilling. if the quantity of suitable native naterial is
insufficient to complete the required backfill, then material shall
be imported for use where directed by the Engineer. The imported
backfill material shall conform to the requirements of Bank Run
Gravel, Class A or Class B, as specified in APWA Section 26-2,
except that 100 par cent of the material shall pass the 2-1/2
inch square opening.
I
_.. w V&o assaocutes wc.
Spec. - 4
8. FOUNDATION GRAVEL '
Foundation gravel shall be coarse-graded or crushed rock passing
a 3-inch mesh, Pit run passed through a 3-inch semen may be used
provided that it is, in the opinion of the Engineer, prc,periy
graded and otherwise suitable It is not anticipated that founds-
. tion gravel will be required. If foundation gravel is authorized
by the Engineer, the price shall be negotiated
9• PIPE BEDDING s■�
Class B pipe bedding shall be installed under, around ant over ■
the sewer pipe in accordance with APWA Section 61-3,03C2 except
that the bedding material shall. extend 6 inches below the pipe
bottom to 6 inches above the pipe crown, The bedding material
shall be sand or pea gravel per APWA Section 61-3 3C5
10. REPLACING ROADWAY SURFACING
The Contractor shall restore all roadway surfaces excavated or
disturbed to a condition acceptable to the easement grantor.
Existing asphalt
t or bituminous surface
s shall be
a minimum of a 2 i patched with ,
nth comp
acted thickness of Class :: asphalt
over 6 inch compacted thi,kneas of crushed surfacing base
course. All ioints shall be cut square and straight and '
painted with hot asphalt. The pavement patching shall be done
in accordance with APWA Section 54 and APWA Standard Plan No. 18
I1. POLYVINYL CHLORIDE (PVC) SEWER PIPE '
Polyvinyl chloride sewer pipe shall ccnform to ASTM D-3034 with
minimum wall thickness conforming to SDR-35 Pipe shall be equipped
with rubber gaskets _Informing to ASTM A-1869
Each pipe shall be lard with bells upgrade with the invert '
of the pipe to the alignment and grade shown on the plane
Cam shall be exercised to insure close concentric joints
and a smooth invert. Op
en n ends of pipe or fittings shall
be temporarily blocked H all
mP eked an
d nd covered when lay
ing is not
progress.
Y 8 in
Water shall not be allowed in the trench during the pipe e
laying, joint making, and as long thereafter as is neces-
aary, in the judgment of the Engineer, for the type of
joint being used.
Adjustment to the lin
e and grade stall be done by scraping
away or filling in and tamping material under the body of
Spec. 5
the pipe. Adjustment to the line and grade by wedging
Iand blocking shall not be permitted.
lowered into the trench by means of
The pipe shall be
any other suitable means- The
ropes, tr od. crane or
pipe shall not be dropped or Iardled rvughly. The pipe
shall be checked for cracks and defects prior to use
and any defective pipe laid aside.
Tees, wyes and standing servi ras shall be installed as
' shown on the on t e Plan, or assoclerwised at uch directed by
as are shown on the Plan,
the Engineer. These items shall not be covered until
the Engineer has recorded their exact locat.on.
Pipe laying shall start From the lowest po':.nt unless other-
wise approved by the Engineer.
from true line and grade shall be as
The maxiimrm tolerance
follows:
'I Maximum deviation, from true line and grade shall
be 0.031 feet per foot for pipe to lg-incn dra-w'th
meter and 0.021 fee per foot inside diameter. w:inch
a maximum of 0.G62 feet, for pipe larger
I inside diameter.
No adverse grade in any pipe length will be permitted.
The difference in deviation from true line and grade
baleen any two successive joints shall not excee
ll
1/3 of the amounts specified above-
12. DUCTILE IRO% SEWER PIPE
Where denoteu on the plans, pushon or Type
ductile iron pine shall be installed.
It shall be Class 50 per AWMA C151 with Type II III
mechmical joints, together with 3/32" cement mortar lining in
acco^dance with AWWA 110w
13. MANHOLES
All manholes shall be precast, 4811 diameter. They shall be
either standard or shallow detailsles as dfortbothshallow on the 'andct
plans. Standard City of Renton
standard manholes are included in these specifications:
1
..awsta0 aWewaeMr wc.
Spec. - 6
All joints, except Incas between or adjacent to adjusting
brie'.., shall be rubber gasket type conforming to ASTM C-443,
or alternate design, which nay be submitted to the Engineer
for approval prior to fabrication,. Detailed shop drawings of
the joints shall be submitted to the Engineer for approval.
I
The mmhol.e base slab shall be placed on fire soil. If the r
foundation material is insdegaete, the Contractor shall use l■e
foundation gravel or bedding concrete under the normal base
support the manhole.
Asbestos-cement adapters for connection of PVC pipe shay-
installed in the walls of the manholes. No grouting of ads -:.
be allowed in the field, except where connecting,to exisr.-.g '<sr.`.. '
No. 1.
14. PIPE CLEANING, FLUSHING AND TESTING ,
Prior to pipe testing, all pipes shall be cleaned in the following
manner:
The Contractor shall furnish an inflatable rubber ball of a size
that will inflate to fit snugly into the pipe to be tested. A
rope or cord shall be fastened to the ball to enable the Con-
tractor to knee and control its position at all times. The
ball shall be placed in the last cleanout or manhole on the pipe
to be cleaned and water shall bo innroduced behind it. The ball
shall pass through the pipe with only the force of the water impel-
ling it. All debris flushed out ahead of the ball shall be removed
at the first manhole where its presence is noted. In the event
cemented or wedged debris or a damaged pipe shall stop the ball,
the Contractc- shall remove the obstriction.
If the Engineer believes that the flushing operation has revealed '
excessive deflection In the installed and backfilled sewer, then
he shall require the Contractor to pull (or push) a mandrel equal
to 93 per cent of the inside pipe diameter in accordance with Sec-
tion 62-3.11, Deflection Test for PVC and ABS Pipe of the APNA
Standard Specifications. If the mandrel cannot be pulled through
any section of the pipe, then t^.e Contractor will Se required, at
his expense, to locate and repair any sections failing to pass ,
the test and to re-test the section
The Contractor shall test the sewer for leakage after fine-' back-
filling. Exfiltration of infiltration test shall be allowed -nly
if specifically authorized by the Engineer. The normal test re-
quired shall be a low pressure air test as specified in Section '
62-3.10D of the APWA Standard Specifications.
MSpec. - 7
I
WATER QUALITY CONSIDERATIONS
The Contractor Is required to -mp;ement water pollution controls
and maintain these until the pre;ect is acepted by the Owner. The
Contractor shall familiarize himself with the requirements of the
Department of Ecology and other regulatory agencies having juris-
diction over such matters
The following list of requirements is a summary of the Construction
Activity Requirements of the Department of Ecology and is provided
as a guide tc toe Contractor. The Department of Ecology may have
additional requirements which the Contractor shall comply with j
I
a. Turbid Water Treatment Before Discharge li
Al' surface and subsurface water it is necessary to remove
from the site during construction shall be stored to a lagoon,
holding pond, or settling basin for a minimum of one-hour
retention time prior to discharge to any water coarse, or
stom drainage system No water containing a high turbidity
1 will be discharged Into the waterway
b. Dredging
No material shai: be disposed of in the waterwav Excavation
within the waterway shall be :-*mplated with a single pass se-
quence of the machine bucket -.r clam and no material may be
stockpiled in the water. Clearr sand, gravel .Ind rock are the
only materials acceptable for backfil, material within the
waterway
c. Chlorine Residual from Water Main Testing or Disinfection
' Water c.th chlorine residual sha a be disposed of through
sanitrry sewers, staring and aerating or percolation into the
ground. Water containing a chlorine residual should not he
disposed of into the stow drainage system or any waterway
d. Oil and Chemical Storage and Handling
Storage area will be dike.: No disposal of oil products waste
on the site, iuciuding of, filters provide waste oil disposal
tanl,.
�I
' - --- - -- -- HARE TAO ASSOCIATES INC J
spec
,6 CONSTRUCTION NEAR EXISTING H,GH PRESSURE GAS LINES r
The Contractor shall contact the f�llming persons r
a minimum of 48 hours prior to excavating in the vicinity of the 1
existing high pressure gas lines south of Manhole 7:
Mr. Jerry Cronin
Supervisor - Publii. Improvement r
Distribution Department
Washington Natural Gas Conraoy
Phone: 622-6767, Ext. 25- 1
Mr. C. W. Jones
Northwest Pipeline Company
Phone- 685-1294 !
r
i
i
1
1
t
' SANI TARY MANHOLE
SEWER TYPICAL DETAIL
a NO SCALE
i
— Casting-Oly Fdrye5920
or Equal
24m - Adluetmenf- 12" Max
i
19" •' —Cone
' ---Precast Section
r t Steps- ski Deformed Bar
7 Min 4` °
----48"
j --Lodder- Standard Aluminlm
�'• or Galvanized Steel
—Mac, Pipe Size- 210I.D.
Mortar Filial,
• _ •... ---- Shelf.... .• • .,V, y-•
6'MI j " — Precast Bose Section or
MIn Cast inPlace
.-` C 1 T V O F R F N T O N
[h GNIf NiN4 Or I.N EMI N\
SANITARY MANHOLE
TYPICAL DETAIL _
j... _!•e•Tp �.
most
_;_ i _ 1.
�— Meas. and Pay. - I
' MEASUREMENT AND PAYMENT
It is the intent of these specifications that t - performance of all work
under the enumerated bid items a:.all result in the complete construction,
in proper operating condition, of the proposed sewer as shown on the
Contract Drawings. It is understood that any additional material or work
required to place the system in operating condition shall be provided by
the Contractor as work covered :)y the listed bid items.
Bid Item 1 - Furnish and Install 8" PVC Gravity Sewer Pipe
Payment for furnishing and installing B" PVC gravity sewer pipe will be
based on the lineal feet of pipe as determined from the as-built drawings
and measured from the centerline of manholes or pipe ends. These items
shall include payment for all labor and materials required to install the
' sewer line in accordance with the plans and specifications including, but
not limited to, the - llowing items:
' 1. Clearing of easement as required and disposal of stripping waste.
1, Excavation of all materials of whatever nature encountered, in-
cluding solid rock.
' 3. Sheeting, bracing and dewatering, if necessary.
4. Hauling away and disposing of any excess material. II
S. Excavation for manholes.
6. Furnishing and installing all sewer pipe, including flushing
and testing.
7. Stockpiling of excavated materials, as directed by the Engineer, for
re-use in backfilling the trench. Placement and compaction of this
stockpiled material in the trench.
i
B. Restoration and cleanup of the construction area in accordance
with paragraphs 34 and 54 of the General Conditions.
Bid Item 2 - Furnish and Install 8" Ductile Iron Gravity Sewer Pipe
� Payment for furnishing and installing 8" ductile iron gravity sewer pipe will be
based on the lineal feet of pipe as determined from the as-built drawings
and measured from the centerline of manholes or pipe ends. These items
shall include payment for all labor and materials required to install the
sewer line in accordance with the plans and specifications including, but
not l:,ited to, the following items:
_ MANSTAO ASSOCIATES coo.
Mess and Pay. - 2 ,
1. Clearing of easement as required and disposal of stripping waste.
2. Excavation of all materials of whatever nature encountered,
cluding solid rock.
3. Sheeting, bracing and dewatering, if necessary. ,
4. Hauling away and disposing of any excess material.
5. Excavation for manholes.
6. Furnishing and installing all sewer pipe, including flushinp and
tasting.
7. Stockpiling of excavated materials, as directed by the Engineer, for
ra-use in backfilling the trench. Placement end compaction of this '
stockpiled material in the trench.
B. Restoration and cleanup of the construction area in accordance
pa•agraphs 34 and 54 of the General Conditions. '
Bid Item 3 - Furnish and Install Standard 48" Diameter Manhole
Unit price includes the furnishii.g of all labor and materials for
48 inch wide inside diameter manholes as shown on the plans. This .J item in-
cludes furnishing and adjusting ring and cover to final grade and cannering
of the manhole.
Bic Item 4 - Furnish and install Bank Run Gravel , Class B
Unit price includes all cos: of disposal of excavated material an '
ing and installing select backfill material where authorized by t.- '_ng.neer
and in accordance with these specifications. ,
Messurement for payment will be based on the actual cubic yards of select
backfill gravel installed calculated by certified weight tickets for each
truckload at an assumed weight per cubic yard of select backfill of 2,700
pounds per cubic yard. only tickets signed by the Engineer's representatve
at the time of delivery of gravel to the obsite will be paid under this
bid item. ,
Bid Item 5 - Furnish and Install Asphalt Class B Pavement Patch
Unit pr'-ce includes furnishing and installing crushed surfacing top course
an: asphalt pavement Class B in accordance with these specifications.
Measurement for payment will be by the square yard of asphalt paving, Class B '
ir. place.
i
Proposal - l
iBIDDER'S PROPOSAL
! TO: Puget Western, Incorporated
C/o yarsrid Associates. Inc
' "19 Dexter Avenue North
Seattle, Washington 98109
! Date:
1 In compliance with your invitation for bids, dated
and subj+ -t to all conditions thereof, th
e undersigned
State of , the corporation inco�—�
consisting of , a r'P rated inthe
an rndividuaj tradeng as
State of Washington, ereb the City of
Y Proposes to furnrsh and do e
' by the Contract to whits this refers for the fu s'e tythrn re listed at the unit prices shown For a rnishin of B Qur red
schedule. each bid item on the followjaterials
(The bid schedule attached lists the various divisions of
materials contemplated in the Flans and speci ticetions, together with
! an estimate of the unj is of each. With these units
Bidder will extend each item, using the cost he
Any total cost Found inconsistent with the unit cost the basis, the
inserts in unit column.
examined will be deemed in error and corrected to a when the beds are
cost which shall be considered correct.) gree with the unit
2. The undersigned bidder does hereby declare and stipulate that this
' Proposal is made in good faith, without collusion or connection with
any other person or persons bidding for the made in pursuance Ot and subject same work, and that it is
to all the tarsus and cndi
! Notice and Instructions to Bidders, the construction contract, the
Detail Specifications, , t of the
all of which have been examined by
pertaining to the work to
y the undersigned. be done,
' 3. Accompanying this proposal is a certified check
in the sum of of standard bid bond
dollars ($
tions to Bxd ers�, --I� in accordance wrth the Notace an d Inst roc_
4• The undersigned bidder agrees to execute the contract and rfo
and payment bonds for the amount of the total of this bid w!thin ten
calendar days � mm�ce
y From the date when the written notice of the award of
!
IProposal - 2
contract is delivered to him at the addr,s given On this proposal.
The name and address of the corporate surety with which the bidder
i proposes to fur, ish the specified performance and Payment bond is as
follows:
i 5. All the various phases of the work enumerated in the Detail Specifi-
cations, with their indiv'dual jobs and overhead, whether specifically
mentioned, in l.ded by implication, or certinent thereto, are to be
i par'-rmed by the Contractor under one of the items listed in the bid
schedule, irtespective Of whether it is named in said list.
6. Payment for work performed will be in accordance with the bid schedule
subject to changes as provided for in the constriction contract.
7. Contractor acknowledges receipt of addenda numbers __ through _
CONTRACTOR
i By
i Title
8 - _t Addres-
i
Contractor's License No.
� I
i
1
I
1
i
i
Proposal - 3
Puget Western Sanitary Sewer
rItem Description Quantity Unit Price AMunt
I. Furnish and Install B" 1,770 LF _ $
rPVC Gravity Sewer Pipe
2. Furnish and Install B" 390 LF 5 $
Ductile Iron Sewer Pipe
3. Furnish and Install Standard 7 $
48" Diameter Manhole
✓� a• Furnish and Install Bank 320 CY $
Run Gravel, Class B `
$. furnish and Install Asphalt 233 5Y
Class B Pavement Patch
rTotal Amount $
i
CONTRACTOR
Address_ City of Slate
Telephone Datc
BY Title
r
9•oposai - 4
STATEMENT Of BIDOERS' QUALIFICATION
ch
Fr pare and
nctur bidding
gfOn work Ind Laded in these Contract Documents shall
11 Name of Bidder
y Address_,__- _....- —'
3 Now many years have You been engaged �n the coat act•.ng hus mess under
the present firm name?
4. Contracts now on hard Gross Amount!
$•
L.st the particular type or types of construction work performed by your
Company.
projects which your Company has performed.
5, .List several recent consr ucti on r
G,ve the approx�ma to cost and for whop this work was done
i. List your ma;o• equipment-
8. Bank
9. State of Washington Reg,strat on Nc
I� Company
■ 8y
T,tie
f
i
i
AGREEMENT
iSTATE OF WASHINGTON)
) ss
COUNTY OF RING )
iTHIS AGREEMENT AND CONTRACT, made and entered into at
Washington, this _ day of , 1919, by and between
PUGET WESTERN, INCORPORATED, ignated as the "Owcer°' and
hereinafter designated as thethe C-� tractor^,^,
iWITNESSETH:
The-, WHEREAS, th< Owner has heretofore caused to be prepared certain
plans and specifications and other Contract Documents described in the
General Conl:tions for the construction of
and the Contractor did on the day of
1979, file Mitt the Owner a proposal to construct
said
and agreed to accept as payment t ere or the sum fully stated ant set Forth in
the proposal, and
iWHEREAS, the said Contract Documents fully and accurately describe the terms
and conditions upon which the Contractor proposes to furnish said equipment,
Labor, materials and appurtenances and perform said work, together with the
manner and time of furnishing same;
IT IS THEREFORE AGREED, first, that a copy of said General Conditions and
other Contract Documents filed with the Owner, as aforesaid, do, in all par-
ticulars, Become a part of the Agreement and Contract by and between the
parties hereto in all matters and things therein set forth and described;
and further, that the Owner and the Contractor hereby accept and agree to
the terms and conditions of said Ccntract Documents as filed as completely
as if said terms and conditions and plans were herein set out in full.
i IN FAITH WHEREOF, witness the hands and seals of both parties hereto on the
day and year in this Agreement first above written.
iBy
Title
ite
Contractor
Attest By
Title
By Address
T tic
i
1
Performance Bond
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS: ics•
Name of Contractor
_-- --- Address c ontractor
t ereinatter called
Corporation, artners ip cr In i+i ual
:rincipa-, and
Name of Surety)
Address of Surety
hereinafter called Surety, are held and firr..y bound unto
,Name of Owner
hereinafter called Owner, in the penal sum of
Dollars lS , in lawful money
of the 77ited States, for the payment of which sum well and truly to be made, we
bind ourselves, successors, and assigns, jointly and severally, firmly by these
presents,
' THE CONDITION OF THIS OBLIGATION is such that whereas the Principe! entered
into a certain contract with the Owner, dated the day of
14 , a copy of which is hereto attached and made a part hereof for the con-
struction of:
' NOW, THEREFORE, if the said Principal shall well, truly and faithfu,ly per-
form its duties, all the undertakings, covenants, terms, conditions and agreements
of said contract during the original 'ern thereof, and any extensirns thereof which
may be granted by the Owner, with or without notice to the Surety and during the
one-year guaranty period, and if he shall satisfy all claims and demands incurred
under such contract, and shall fully indemnify and save harmless the Owner from
an costs and damages, which It may suffer by reason of failure to do so, and
shall reimburse and repay the Owner all outlay and expense which the Owner may
incur in making good my default, then this obligation shall be void; otherwise
to remain in full force and effect.
' PROVIDED, FURTHER, -:.at the said surety, for value received hereby stipulates
and agrees t at no charge, extension of time, alteration or addition to the terns
1 of the contract or t- work to be nerforsed thereunder or the specifications accom-
4W
Performance Bond - 2
ponying the same shall, in any wise, affect its obligation or• this Bond and
it does hereby waive notic- of any such change, extenaicn of time, alteration
Ior addition to the terse of She contract or to the work or to tT:e specific ationa•
' h2 of any beneficiary hereunder, whose claim
PROVIDED FURTHER, that no tine. sect:ement uetween the Owner and the
Contractor shall abridge the rig
may be unsatisfied- counter-
IN WITNESS WNEREOF, this rnstrument is executed 1n number—
parts, eect one of which shall be deemed an original, this the day of
ATTEST: ;:IfI nC'Pa (a)
' BY
Pr�na Pa Secretary
(SEAL)
WI[ne 5s as to Pn nclpa
Address
Surety.
pATT:ST:
Sure' T secretary
(SEAL)
By in- act
Attorney'
Wi[ne55 d5 t0 $UrGty
—_ Address
Address
NOTE: Date of Bond must not ne Prior to date of Contract.
If Contractor is Partnership, all partners should execute Bcnd,
IMPORTANT: Surety companies executing Bcndslist
must appear on the Treasury
„apartment's most current :ist (Circular Sst as here the
and
Pro-
be authorized to transact business in the state where the ject is lccr.ted.
PUGET `a
P'fIdYER
May 24, 1979
City of Renton
City Pall
200 Mill Avenue South
Renton, Washington 98055
Attention: Mr. Don Monaghan
Re: 8-Inch Sanitary Sewer for Victory Hills
Re-record Easements to Delete Condition t3
(78-12-21-0940, 78-12-21-0941)
Gentlemen:
Enclosed for your files are one copy each of the re-recorded
easements which provide operating rights for the above noted
sewer line.
Very truly yours,
�e
Robert B. Boys?
Asst. Manager-!teal Pro.a.rty
RBB:rt n
Attach.
STATE(>F� • q
wASH1N(iT011 DEPARTMENT OF ECOLOGY
ISM A. NE.R.wv W✓rgn�4fE) 21bW 19U0
Duy Ir la
rin.emri•
May 17, 1979 / J
Mr. W.C. Gonnason
City of Renton
City Hall
300 Mill Avenue South
Renton, Washington 98055
Dear Mr. Gonnason:
Victoria Hills Sanitary Sewer Extension
in accordance with RCN 90.48.110 and MAC 173-240 of the Department of
Ecology, the plans and specifications for the subject project have been
reviewed and are hereby approved.
Upon completion, any prior to the use of the above project or portions
thereof, the attached Comp' .on of Construction Certificate must be
completed by the responsible professional engineers for the project and
returned to this department.
Nothing in this approval shall be construed as satisfying other applicable
federal, state or local statutes, ordinances or regulations.
For additional information, please contact John C. McDonnell , the plan
review engineer for this project.
Sincerely,
Robert K. McCormick
Regional Manager
RKM:JCM:bh
Enclosure
cc: Harstad 8 Associates
King County Health Department
i
141
I
i
IrldrMETRO
Municipality of Metropolitan Seattle
Exd�W t7W a 821 setaM Aw,SeardOYdungkn 98XX
May 16, 1979
City of Renton
200 Mill Avenue South
Renton, Washington 98055
Gentlemen:
Sanitary Sewers - Victoria Hills
Construction plans for the above project are hereby approved.
We enclose one copy of the plans for your files.
In accordance with Metro's Rules and Regulations, it is re-
quested that the Municipality be furnished with a copy of the
"Contractor's Notice to Proceed" and, upon completion of the project,
with a copy of the test results.
Very truly yours,
Neil Peterson
Executive Director
By: - L, .
. W. Mallory
Director of chnical
Services
TWM:jhm
Enclosure
cc: Department of Ecology
Puget Sound Council of Governments
H.U.D. - Attn: Mr. William Speer
E.P.A. - Attn: Mr. Warren Montgomery
❑ <z'
NgRS Yq•SSUCEpTES ENC
❑ EAYtINEE aS•VI ANHERE•SURYlYM!
March 9, 1979
IN lent uru ro. 817-001
Director of Public Works
City of Renton
200 Mill Ave. So.
Renton, Washington 98055
Re: Puget Western Sanitary Sewer
Attn: Dave Tibett
During exploratio9 excavation, the Dyad Construction Representative and the
Washington Natural Gas Representative found the 8'' H. P. gas line to be
matelY I 'D higher than shown• They also found all other existing water and
gas to be at proper elevations for clearance b apProxi-
y the new 81, sanitary sewer.
The attached sketch proposes the invert elevation at MH7 to elevation 150.00.
Unless there is an objection to the above we wiii proceed as shown on the
Sketch.
Very truly yours,
HARSTAD ASSOCIATES, INC.
Owen Bond
Project Engineer
cc: Tom Ma rzand
Dyad Construction Co
P. 0. Box 196
Woodinville, wa. 98072
cc: Tom Sturgis
08:1pg
9.0. EOx 17W 1 E9 DExtE! AVENUE q. SEAREE,wASHINGTON 98Ipq ItJ01]E5.igip CUEF. ESIAD SURIE
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:i o PUBLIC WORKS DEPARTMENT
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ENGINEERING
Tpr a ENG4 NO DIVISION := -2.31
MUNICIPAL 8U1L0"(1 kH1 MILL AVE S9 RENTON.WAS" 90DS4
P
4JfD SEPtb44' IQ
L.HARLES J PELAURENTI
MAYOR
Mr. Robert B. Boyd
Asst. Manager-Real Property
Puget Sound Power L light Co.
Real Estate Division
PO Box 868
Bellevue, WA 98009
Subject: 8" Sanitary Sewer for Victoria Hills
Re-r"urd Easements to Delete Condition /3
(78-12-21-0940, 78-12-21-0941)
Dear Mr. Boyd:
fnclosed please find the initial changes on the documents you
requested per above referenced suoject.
Very truly yours,
IL
r .
Richard C. Houghton,
Supervisor
i
r t
'C"
ROWER
March 6, 1979
City of Renton
City Hall
200 Mill Avenue South
Renton, Washington 98055
Attention: Mr. Dick Houghton
Re: 8-Inch Sanitary Sewer for victory Hills
Re-record Easements(78-12-21-0940, to Delete Condition ;3
78-12-21-0941)
Gentlemen;
Attached are the revised easements fcr an
in sewer
each ldocne tunent serve the plat et victory Hills sanitary
eight-inch
san'
on each document been deleted. Please initial No. 3
Company, Real estate return to Bob, Puget sound nitial this charge
Washington 98009, Di vision, Pu et p Power S Light
in the encloaPugeted Power Building, Bellevue,
I will see that self-addressed envelope.
copies of the r these ded rr,-nts get ee aseaents ne-recorde will forward
e-hose ee d and
If You haveto the city,
Very truly yours9uestions, please call at 453-6715 in Bellevue.
44,y e 1_ttA
Robert B. Boyd
Asst. Manager-Real Property
RBB:mm
Attach.
cc: Mr. Owen Bond
Harstad 6 Associates, Inc.
� Yr
PX
J Z
March 6, 1979 ?w
City of Renton
City Hall
200 Mill Avenue South
Renton, Washington 98053
Attention: Mr. Dick Houghton
Re: B-Inch Sanitary Sewer for Victory Hills
Re-record Easements to Delete Condition t3
(78-12-21-0940, 78-12-21-0941)
Gentlemen:
Attached are the revised easements for an eight-inch sanitary
sewer line to serve the plat of Victory Hills. Condition No. 3
in each document has been deleted. Please initial this chance
on each document and return to Bob, Puget Sound Power 6 Light
Company, Real Estate Division, Puget Power Building Bellevue,
Washington 98009, in the enclosed self-addressed envelope.
I will see that these easements get re-recorded and will for4ard
copies of the re-recorded easements to the City.
If you have any questions, please call at 453-6715 in Beltev.,, .
Very truly yours,
44':� s I'd
Robert B. Boyd
Asst. Manager-Real Property
RBB:mm
Atteoh.
cc: Mr. Owen Bond
Harstad 6 Associates, Inc.
iMET'RO
"'K'c tY of MO-Opolitan Seattk
Fwdu'gt t➢dp. •821 Sacv.d Ace,Scrttle,NhY�i�,qs]p{
January 29, 1979
City of Renton
200 Mill Avenue South
Renton, Washington 98055
Gentlemen:
Sanitary sewers - Victoria gills
Construction plans for the above project are hereby approved.
We enclose one ccpy of the plans for your files.
In accordance with Metro's Rules and Regulations, it is
requested that the Municipality be furnished with a copy
of the "Contractor's Notice to Proceed" and, upon completion
of the project, with a copy of the test results.
Very truly yours,
Neil Peterson
Executive Director
W. Mallory
Director of Tech Zal
Services
TWM:mgm
Enclosure
cc: Department of Ecology
Puget Sound Council of Governments
H.U.D. - Attn: Mr. William Speer
E.P.A. - Attn: Mr. Warren Montgomery
k
L
STA
WAS of DEPARTMENT OF ECOLOGY
WASri1NGTON
ai5p iSgA a...N f a.a,,,N.Wa.��n ypyp �r1619np
Pxv lie ILA•
Gaw..x..
January 25, 1979
City of Renton
300 Mill Avenue So.
Renton, Washington 980s5
Gentlemen:
Victoria_,__ S_Sani Sanitary
In accordance with RCW 90.48. 110 and WAC 372-20-010 through Ilo
Of the 0epa rProjetment of Ecology, the Plans and specifications for
the subject project have been reviewed and are hereby approved.
Upon completion, and prior to the use of the above project or
Portions thereof, the attached Completion of Construction
Certificate must be completed by the responsible professional
engineer for the project and return to the Department.
Nothing in this approval shall be construed as satisfying other
aPPlicable federal , state or local statutes , ordinances or
regulations.
For additional information, Please feel free to contact John
McDonnell , the Plan review engineer for this Project.
Sincerely,
Robert K. McCormick
Regional Manager
RKM:JCM:mk Nortinwest Regional Office
Enclosure
cc: Hare d & Associates, Noel Williams
King County Health Dept,
£3
CERTIFICATE OF COtiSTRUCIION COMPLETION OF WATER PGWION CO4TROL FACILITIES
INSTRUCTIONS:
A. Upon completion, and prior to the use of any project or portions thereof,
a professional engineer shall complete and sign, this form -e Lifying that
the project was constructed in accordance with the plans and specifications,
and major change orders, approved by the Department of Ecology.
B. If a project is he,ng completed in phased construction, a map shall be
attached showing that portion of the project being certified on the date
given below. Each phase of a project must be certified as it is completed.
Additional certification forms are available upon request from the DOE
offices listed below.
NAME AND BRIEF DESCRIPTION OF PROJECT:
NA—ME—OF
ADD DATE PLANS & SPECS
APPROVED BY DOE
j CI Y pC1'c-f'R J rCTP"ASE�OMJ I
I he.reoy certify that the above identified project was inspected by me or my
authorized agent and that it was installed in accordance with the plans and
specifications, and major change orders, zpproved by the Department of Ecology.
P FESSION L N N ERS NAiU = /
t Engineers �
DATE Seal 7
Please return completed form to DOE Office checked below. \" "
Dept of Ecology Dept. of Ecology
;,W Regional Office Central REgional Office
7272 Clearwater Lane 2802 Main Street
Olympia, WA 98504 Union Gap, Wash. 93903
Dept. of Ecology Dept. of Ecology
NW REgional Office Eastern Regional
4350-150th N.E. 103 East Endiana
Redmond, WA 98052 Spokane, WA 99207
HALRSTASD ASSUCIALTIES INC
D [/gN[[p•KUEt[lta,y [
January 8, 1979 ul nnr EmR To. 817-001
Board of Public Works
City of Renton
200 Mill Avenue South
Renton, Washington 98055
Attention: Mr David T7bbet
Re: Sanitary Sewer Rzview
Gentlemen:
Attached for your review and approval are two sets of Sanitary Sewer Plans
and Profiles for Victoria Hill>. Also included is a copy of the cxH tiit map
for easements.
Very truly yours,
HARSTAD ASSOCIATES, INC.
W. 0. McIntosh
WOM:cIt
Enclosure
fI
I
r.0. [Ox'70 12K UXTIR 1\ENJE N. %FTTIE,YASNINGiON "0' (AA) 2" 012 CNIE H ITAD SE ,.
q�P@
wb�RICTQV wriv ll It
tf YS
ENDING
OF FILE
FILE TITLE S - 259