HomeMy WebLinkAboutWTR2700599(3) S. ALBOT HILL 4 W-599 4
Agreements, Permits, Easements
' ail
UTILITIES M2
EASEMENT
THIS INSTRUMENT, made this /Qday of OC'rof3s6je 1?G'O :
h • by and between and, i
(� RICHARD W. LOKAS and DEAN M. ROCKY
V
and
CD
p and _
;T —
0
hereinafter called "Grantor(s)," and the CITY OF kENTON, d '"unicipal Corporaticn of
King County. Washington, hereinafter called "Grantee."
WITNESSETH:
That said Grantor(s), for and in consideration of the sum of $1 .00------------
(one Dniiar ,inJ aid by Grantee, and other valuable cons Brat on, do
y these presents, grant, bargain, sell, convey, and warrant unto the said Grantee,
its successors and assigns, an easement for public utilities (including water and
sewer) with necessary appurtenances over, through, across and upon the following
described property in King County. Washington, more particularly described as
follows:
NO. 3
PERMANENT EASEMENT DESCRIPTION
A strip of land twenty (20) feet In width lying ten (10) feet on each aide of thr_
full wing described centerline, said strip being situated in the southwest quarter
of the northeast quarter of Section 31. Township 23 North. Range 5 East, W.M., 1n
King County. Washington, more particularly described as fall ws:
Beginning at a point on the southerly line of that tract of land desctibed in Filc
.'o. 9004070233 Office of Records and Clections, King County, Washington, Naid point.
being South 89*0"22" East 25.03 feet from the southwest corner of said tract;
thence south 39'21 '46" west 1.71 feet; thence south 0'55'25" vest 148.23 feet to it
point to be identified as "Point A"; thence south 89'02'22" east 416.0 feet; thence
north 0'57'38" east 1f,.56 feet to a point on the south line of that tract of land
described in File No. 7912180684. office of Records and Elections, King County,
Washington, which lies south 89'02'22" cast 53.31 feet fron the southwest corner
thereof; and beginning at a point previously Identified as "Point A"; thence l M,Ntt1,
0*55*25" west 179.54 feet. {'rl."krl(^
`E4 2 II 47 to Ip I
SEP. EXHIBIT "A" 1}V1,•l gr.l :..11CN5
REC r,ING Cr 147 V
et.oq�r�s ensa�
loco F 15.w_4J
22
Together with a temporary construction easement described is:
A strip of land 20 feet vide along and abr,tting both attics for the full length of
the above described permanent easement.
FIEEO FOR RECORD AT REQUEST Of
0"M Of 1* 0" afn
A •uM. U.
Win, " M
F
I
• Tor Lot.!9
Qul
CV /
4) PO Ts..ysorirl. Frw.ner,/�/�f�
Est 2 /
/ Lw~ 1
•
I
f�2
E,4SE�9ENT Lear/vv
Said heretofore mentioned grantee, its successors or assigns, shall
• have the right, without prior notice or proceeding at law, at such tunes ds
may be necessary to enter upon sal , above described Property for the purpose
of constructing, maintaining, repairing, altering or reconstructing said
utility, or makinq any connections therewith, without incurring any legal
obligations or liability therefore, provided, that such construction, main-
taining, repairing, altering or reconstruction of such utility shall be
ac-omplished in lochor in the
event
in the right
a manner that the private i provements mexisting
N right(s)-of-way shall not be disturbed or damaged, they are
d , they will he replaced in as good a condition as they were
disturbed or damaged
was entered upon by the Grantee•
immediately before the property
O The Grantor shall fully use and enjoy
the afoiedescribed premises, a
Cr- including the right to retain the right to use the surface of said right-of-way
utf-way
O if such use does not interfere with installation and maintenance es the utility
m line. However, the grantor shall not erect buildings or structures over, under '
or across the right-of-way during the existence of such utility.
ith the land and shall be bind-
This easement, shall b,! a covenant running w
ing on a the lawful ownerscofsthesabovers and propertiesgand that they have angoodaand
they are reeaent.
lawful rig..[ to execute this ag
/ 11 and
�/ _
(,e 1 /v andand
and
STATE OF WASHiNGTON SS
COINTY OF KING
1 , the undersigned, a notary Public in and fnr the State cf Washington, here`
notary,.Public pJ personally appearee
certify that on this /OOay of a-. _'� — — —
before meu .4AA4,4(, cJ .L'�'w °V ;---_
and
and --
and __— ------," to me mown to n i vi ua sd
and �strument, and acknowledged that
in and w o executed f°rvgoiny free and voluntary act and deed for pses
signed and sealed the same as
and purposes therein mentione '
ota�Ucc�rn an a 1 1iT�a�•t�ote 0
Washington. resid g XLF�sss+..--
UE kI -Za
f
UTILITIES N2 Lr
EASEMENT tD
THiS INSTRUMENT, made this JQday of OC,T �a E R 19 60 ;
• by and between and ;
RICHARD W. LOMAS and DEAN M. Vn( Y"i
and
N and
d
lf) hereinafter called "Grantor(s)," and the CITY OF RENTON. a Municipal Corporation of
King County, Washington, hereinafter called "Grantee."
O WITNESSETH:
CID That said Grantor(s), for and in consideration of the sum of $I . 0-----------
-------------------------i - aid by Grantee, and other valuable cons erat o� n�
y these presents, grant, argain, sell, convey, and warrant unto the said Grantee,.
its successors and assigns, an easement for public utilities (including water and
sewer) with necessary aopurterances over, through, across and upon the following
described property in King County, Washington, more particularly described as
follows:
NO. 2
PERMANENT EASEMENT DESCRIPTION
A strip of land twenty (20) feet in width lying ten (10) feet on each side of the
following described centerline, said strip being situated in the southwest quarter of
the northeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King
County, Washington, more particularly described as follows;
Beginning at a point on the easterly line of that tract of land described In Pile No.
8004070233 Office of Records and Elections, King County, Washington, said point being
North 7`4-'50" West 240.76 feet more or less from the southeast corner of said tract;
thence south 39'21'46" West 303.71 feet to a point on the southerly line of said tract,
said point being South 89°02'22" Fast 25.03 feet from the anuthwest corner of said tract.
EtEi,i'KEiF 11ti1'.- I,
SEP 2 II 46
SEE EXHIBIT "A"
REp Y iin"S
MINA �Il'
91 •p9�02 ao5o
AECD F 5.5C1
22
Together with a temporary construction easement described as:
A strip of land 20 feet wide along and abutting both sides for the full length of
the above described permanent easement.
Fl(ED FOR RECORD AT REOUESI OF
V IV CE iRE CITY rluG
ry, V
2+'i 0 .,
of 12 1
a
s
q� V Tie Zo/o 16 r' r• �� 20' 7,n�vn s/y to s.,n�wl/fy/
F
P�L _ Ol
!6/ Tp bpi 6/
I
E.4SE/t�E/V7 zelew alv
Said heretofore mentioned granite, its successors or assigns, shall
• have the right, without prior notice or proceeding at law, at such times as
may be necessary to enter upon said above described property for the purpose
of constructing, maintaining, repairing, altering or reconstructing said
utility, or making any connections therewith, without incurring any legal
Obligations or liability therefore, provided, that such construction, main-
taining, repairing, altering or reconstruction of such utility shall be
t() accomplished in such a manner that the private improvements existing in the right
rR rights)-of-way shall not be disturbed or damaged, or in the event they are
0 disturbed or damaged, they will be replaced in as good a condition as they were
OT immediately before the property was entered upon by the Grantee.
w The Grantor shall fully use and enjoy the aforrdescribed premises,
including the right to retain the right to use the surface of said right-of-way
if such use does not interfere with installat on and maintenance of the utility
line. However, the grantor shall not erect buildings or structures over, under
or across the right-of-way during the existence of such utility.
This easement, shall be a covenant running with the land and shall be bind-
ing on the Grantor, his successors, heirs and assigns. Grantors covenant that
they are the lawful owners of the above properties and that they have a good and
lawful right to execute this agreement.
and
�7
and
and
and
STATE OF WASHINGTON }
SS
COtNTY OF KING )
11 the undersigned, a notary public in and for the State of Washin ton, hereby
certify that on this/ day of _Cs. t&YAA, 19 ro personally appeared
before ne CV141l 4_. _ tv 1Le;is.ct�
and a• -"
and
and ; to me known o n Tau—a s scr
in an w o execute iFe o-i�rey�ri n�sment, and acknowledged that
signed and sealed the same a free and voluntary act and deedor t uses
and purposes therein mentione
otary u6Tic n and for t State oT"��"
Washington, residing at
i
UTILITIES /2
1p
EASEMENT (9
THiS INSTRUMENT, made this / day of OG70C3E2 19 BO;
by and between and
RICHARD W. LOMAS and DEAN M. ROCKY
and
pIn
(V and
CD
O hereinafter called "Grantor(s)," and the CiTY OF RENTON, a Municipal Corporation of
King County, Washington, hereinafter called "Grantee."
w
WITNESSETH:
That said Grantor(s), for and in consideration of the sum of $1 .0r)------------
tone Dollar and _No/I00ti�)----maid by Grantee, and other valuable cons derat on, o
y these presents, grant, bargain, sell, convey, and warrant unto the said Grantee,.
its successors and assigns, an easement for public utilities (including water and
sewer) with ne:essary appurtenances over, through, across and upon the following
described prorerty in King County, Washington, more particularly described as
follows:
NO. 1
PEILMANENT EAi EMENT DESCRIPTION
A strip of land twenty (20) feet in width lying ten (10) feet on each aide of the
following uescribed centerline, said strip being situated in the southwest quarter
of the northeast quarter of Section 31, Township 23 North, Range 5 East, W.M. , in Kinr
County, Washington, more particularly described as follows:
Beginning at a point on the easterly projection of the northerly line of that tract of
land described In Pile No. 8004070233 Office of Records and Elections, King County.
Wa•hington, said point also being on the southerly right-of-way line of S. 43rd St.,
and South 87°19'50" east 231.55 feet from the northeast corner of said tract; thence
south 0°55'25" west 166.30 feet; thence south 39°21'46" vest 276.92 feet to s point on
the easterly line of said tract, said point being north 7042'50" vest 240.76 feet more
or less from the southeast corner of said tract.
81 /09/02 00541
RECD *rww5.'Sf
C.fK �
SEF. EXHIBIT "A'• 'A? 2 1'
c;Y T.,c I'.i Y..nvhl)f
&ErnK NG Cd*l r�Ns
Together with a temporary construction easement described as:
A strip of land 20 feet vide along and abutting both sides for the full length of
the above described permanent easement.
FILED FOR RECORD AT REQUEST OF
OFfitl Cs FYF cell VFRA L,o
AFAItM ",;r '101 AI16
700 Mill AV[ SO Cy _ )A1At0A MI ",B;;i —"
UEI2-1
d
PROJECT WF�,q,_ TAKEN INTO PLANT IN 1982 '
n -+
J
in in
BEGINNING
OF FILE
FILE TITLE %,rj - . . •
r'
Dated this day of
BY: _
K COUNTY ECU11VE-r
The undersigned hereby accepts all the rights and privileges Of '.
above granted franchise subject to all the terms, conditions,
stipulations and obligations contained therein.
Gran e
Se/cretary
Dated this __ day of f' 19P __- -
5360
IN THE MATTER of the application
of City of Penton
to a1 y-o"wn, construct , ma3ntaiTn
and operate a system of water
mains laterals , an�serv1ce
•
lines. —
---
rr««rrrra►r«r«►►«:rr*rr►«r«
KING COUNTY, WASHINGTON. granting . franch' -e rights to _
Citv of Renton _ for installations , maintenance and
operation:
►:r«►rrrrr►rr►rrr►«rr«rrr«rrr
The application of City of Denton
Grantee, for a franchise_to lay down , construct , maintain and operate
, including mains , lateral , appurtenances and ervice a
pipe along, under and across such county roads , streets , avenues ,
boulevards , alleys and public places hereinafter ca . led " rights of way"
within the area hereinafter densc,rbib�ed, was bl111y announced and
scheduled to be heard on this "r day of 19 / , and
it has been demonstrated to the King County Counc�inaf$r call. i
"Council " that dll of said rights- of-way lie outside the limits of any
incorporated town or city, Due and legal notice of said application
and of the hearing has been given by posting and publication and in
manner and as required by law. The Council has considered said appli-
cation and is advised in the premises.
NOW, THEREFORE , King County, Washingtcn , pursuand to Motion .Np
5�4v0_ duly and regularly enacted by its Council on the 916X
day of___°IL0-(�rr / 19�1 hereby grants to said —
_ City of Penton
hereinafter called the "Grantee" , and to its s.,c—es sors and assigns ,
for the term of 15 vears from the da a hereof; the right,
privilege, authority an rd ancNise Tor itself, its successors and
assigns , to lay down , construct, maintain and operate water
mains , laterals and service lines along, under and across such county
rights of way, together with all necessary equipment of every sort
necessary, subject to all the terms and conditions hereof, and to all
of the terms and conditions contained in the "General Terms and condi-
tions Applicable to all Right-of-Way Franchises Granted by King County" .
a copy of which is attached hereto as Exhibit "A: , and to the following
special terms : All _ water _ lines to conform to the comprehensive
plan as approved by the Tina County Council .
The location and nature of the franchise is more particularly
described as follows:
Talbot Road South (Sprinphrook Road) from
South 191nd Street and continue south for
approximately AOO feet
CH2M ISMstan!1 REslmo{Office
{SfKI 14N AvcnuE S E.
E H I LL BeilevM1453- 98
2061453-50000 004
0
engineers
planners.
economists Dale webmary 10, 1983
scihojnl No. S12517.A6
City of Benton del■e1.No. 771
Attna Mr. Bill Kullberg Invoke Me. 406023
City Wall
200 Mill Avenue South
Renton, MA 98055
fNV 1 E
For engineering service and expenses in cc v. ection with the corrosion testing
un the Talbot Rill Pipeline.
Total Amount Due . . . .591.71
{!E
i
6
CHARTER I LAWS OF 19'43
CITY OF RENTON CERTIFICATION
I, .ME UNDEIHIOHED DD MENEwy ccsnn aNeu
yy sign FURNISHED. 1ME EEN'KIS N,NUCILD ON THE
LANON IEA,ONYCD As DEECNOED 'MEIN.AND THAT I
THE CLAIM 16 A JUST,DUE AND UN MID ONUDAn ON r
AEAIMET THE CITT OE RENTS, AND THAT I AM -
AUTMDInEN TO AUTHIMIICAT1 AND C107I1T TO
EA1O CLAUSE.
NON1F �.
4O1 f 000/{S. 5a{ 37 41 'M) ! 91.70 �,�r 6 404ot3)
rn .uq.
Mr. Ron Olson
Page 2
March 19, 1981
S13631.A2
We propose to provide these services under the Other Services
provision of our existing agreement dated March 3, 1980.
You may authorize this work b- returning a signed copy of
this letter as provided below.
r
Sincerely,
7
y
James L. Butt
Authorized b the City of Renton
B,.---�
Date 4/1A,
kc
CH2M
i=HILL
P nkineerh
planners
economists
scientists
March 19, 1981
513631.A2
Mr. Ron Olson
City of Renton
Municipal Building
200 Mill Avenue Scuth
Renton, Washington 99095
Dear Ron:
I have estimated the activities and budget for preparing a
brief report that will determine the allocation of construc-
tion costs to the benefitted properties.
The activities are briefly described as follows:
1. Prepare a reproducible ownership map of the 350-foot
pressure zone showing the pipelines to be constructed.
2 . Meet with you to develop cost allocation methodology in
general terms, and specifically for each property to be
assessed, utilizing the above map.
3. Calculate area and front footage of each parcel to be
assessed.
4 . Estimate final total project cost of each pipeline seg-
ment and distribute, by area and front footage, unit
costr developed from tasks 2 and 3 above.
5. Write draft letter report, incorporate your comments,
and prepare final report.
I estimate that the cost for these services would range from
$1,500 to $3,000 depending on the number of parcels and method-
ology upon which we finally agree.
sw"k aska
sari nah n�5 r 0011 ,.w,Ihinga,n 9eu04 706145;aru
F dry'
e.�
8104130418
VALLEY GL4EK14L HOSPITAL
1
WA9N/WGTO/4 STATE TEMPOIG RY UTILITY FAroEMEl�/r
OEPT Op �SEE EXH/CIT b POA DE.S�CAjp7/ON)
STATE PAOAO No/67
�PE[M�ti/F./.i7 UTILITY EASLeMEI,/T
(SEE EXHI&IT A PtW, CRIprIQN\
W i
V o- N B7• Ze 43 w NIL
t11 s 67. 2e .441- E in
�N09P?AL
souTHwEST
- — - --—-6 4_- RO cam,. -r. EAl7AC.4h/CE
EASEMENT LOCATION
to - 4 o'
TALbOT HILL PIPCUNE
CITY Or R.Ej4TOM
i
' EXHIBIT B
t
TEMPORARY UTILITY EASEMENT DESCRIPTION
A strip of land 30 feet ride along and abutting the northerly
and easterly aides for the full length of the permanent utility
easement as hereinbefore described in Exhibit A.
ti
C
CD
O
i
EXHIBIT A t
PERMANENT UTILITY EASEMENT DESCRIPTION
A strip of land thirty (30) feet in width, said strip being
situated in the Northwest Quarter of Section 31, Township 23
North, Range 5 East, W.M. , King County, Washington, more par-
ticularly described as follows;
Beginning at the southwest corner of that tract of land as
described in Book 15, Page 268, Records of Survey, Xing
ti County, Washington; said point being at the intersection of
V the easterly right-of-way line of State Road No. 167, and
0 $,he northerly right-of-way line of South 13rd Street; thence
along the northerly right-of-way line of South 43rd Street
U South 87' 28' 43' East 310.0 feet; thence departing said
southerly right-of-way line of South 13rd Street North
.v 2' 31' 17' East 30.0 feet; thence North 87' 28' 43' West 315.1
feet to a point on the easterly right-of-way line of State
Road No. 167; thence South 11' 56' 03' East 30.9 feet more
or less to the Point of Beginning.
See attached msp.
prior written consent df Grantor , provided, however, that such
consent shall not be unreasonably withheld.
Grantor
VALLEY GENMAL HOSPITAL, a
Nunicip r corporation
co /
r— By
V WAr E. rray, Aaministrar
O
�~ STATE OF WASHINGTON )
COUNTY OF ) f
y On this —
day of [ 'r 19 " before me,
the undersignfd, a Notary Pu l c n an for the State of Wach-
ingSpn, duly commissioned and sworn, personally appeared /
( to me kn pn to be the per on who s gne
as of 4�'t6e municipal
t corporation at executed t e wit in an oregoing instrument,
and acknowledged said instrument to be the free and voluntary
act and deed of said municipal corporation for the uses and
purposes therein mentioned, and on oath stated that he was duly
elected, qualified and acting as said officer of the municipal
corporation, that he was authorized to execute said instrument
and that the seal affixed, if any, is the municipal corporate
seal of said municipal corporation.
WITNESS my hand and official seal hereto affixed the day
and year in this certificate above written.
tARY PUBLIC in and for the State
of Washington, residing ati�.
-3- 110300/2/9503D
I
I
1.2 Grantee treserves the right to make reasonable
modifications of the terms of the ingress and egress ease-
ment, upon such notice as is reasonable under the circum-
stances, during the construction period. Such modifica-
tions shall be made only if reasonably necessary to main-
tain the efficient operation and peace and quiet of the
hospital premises.
.,� 2. COMPATIBLE USES.
Notwithstanding any other provision herein to the con-
trary, Grantor reserves the right to engage in any uses com-
patible with the full enjoyment of the rights granted herein to
Grantee.
.;J 3. CONSTRUCTION AND REPAIRS.
It is agreed by Grantee that any debris and waste
materials caused by the placement, construction, operation,
inspection and repair of the waterlinea will be removed trom
the premises, and that upon completion of construction, the
premises will be left, as nearly as possible, in the same con-
ditions as they are now.
Grantee agrees to maintain the waterlines in good con-
dition and repair, an ; to return the premises to the condition
existing prior to any repairs, at Grantee's sole cost and
expense.
1. INDEMNITY.
Grantee agrees to indemnify, defend, and save Grantor
harmless from any loss, cost, or other expense incurred by
Grantor or any claim, demand or action asserted against Grantor
arising out of any act or omission of Grantee, whether negli-
gent or not, including, without limitation, any loss, tort,
claim, demand or action relating to any break, rupture, stop-
page, leak explosion, or other defect in the waterlines.
5. SUCCESSORS.
The rights herein granted and the duties hereby agreed
to by Grantee shall inure to the benefit of and shall be bind-
ing upon Grantee's successors and assigns.
6. ASSIGNMENT.
Grantee is hereby prohibited from assigning all or any
portion of the rights and interests granted herein without the
-2- 11038G/2/9503D
• r� d P.u.�,5�1�/
r
,i 1_r
w i4'3 I
EASEkENT FOR WATER PIPELINES - - - ' ' ' ' - •'�O
_ C. '30
�(I-This easement is made this day of L�_ •(_.�i ,
19 , between VALLEY GENERAL HOSPITAL, a municipal corporatior
(hereinafter "Grantor') , and the CITY OF RENTON, a municipal
co corporation (hereinafter •Grantee' ) .
In consideration of One Dollar ($1.00) and other good and
valuable consideration, and in consideration of the performance
of Grantee of the covenants, terms and conditions hereinafter
set forth, Valley General Hospital hereby conveys and quit-
claims to Grantee the following easements:
CO
A. A perpetual, nonexclusive easement for the installa-
tion, maintenance and operation of one or more underground
water pipelines (hereinafter •waterlines•) along and under that
certain property situated in King County, Washington described
in Exhibit A attached hereto and by this reference made a part
hereof .
B. A temporary, nonexclusive easement for a period of one
year commencing at the start of construction, but in any event
expiring January 1, 1983, for ingress and egress of vehicles
and construction machinery and other pertinent materials neces-
sary for the installation of the pipelines under the property
described in paragraph A above, over and across that certain
property situated in Ring County, Washington described in Exhi-
bit B attached hereto and by this reference made a part hereof;
provided however , Valley General Hospital may earlier modify
the terms of the easement granted under this paragraph B by
acting in accordance with section 1.2 of this easement document.
The germs 'easement' and "easement area" in this instrument
refer to the easements on the property described above in para-
graph A and, for the period of its duration, the easement on
the property described above in paragraph B.
This easement is granted subject to and Conditioned upon
the following terms, conditions and covenants which Grantee
hereby promises to faithfully and fully observe and perform:
1. PURPOSE,.
1 .1 Grantee shall have the right to place, construct,
operate, inspect, and repair waterlines of substantially
the same size, type and characteristics as are used in the
Renton vicinity, together with all connections and under-
ground appurtenances, across, through
and
der the ATEase-
ment property. FILED
1 _ _
OENTON OFFICE OF 1NIF NIN CITY C1ENA
NICICI►A! I110.
4
I
Tv✓ Lo.�.�9 I
Taw Cei !6 y
co \ ! /�� — mac'
fi�rmnf 2 /
till
OL ---
T.L.
I
EasE��-ly� ZeeW71aN
I
Said heretofore mentioned grantee, its successors or assigns, shall
have the right, without prior notice or proceeding at law, at such tines as
may be necessary to enter upon said above described property for the purpose
of constructing, maintaining, repairing, altering or reconstructing said
utility, or making any connections therewith, without incurring any legal
obligations or liability therefore, provided, that such construction, main-
t(lining, repairing, altering or reconstruction of such utility shall be
accomplished in such a manner that the private improvements existing in the right
V rightis)-of-way shall not be disturbed or damaged, or in the event they are
0 U0 disturbed or damaged, they will be repiaced in as good a condition as they were
immediately before the property was entered upon by the Grantee.
The Grantor shall fully use and enjoy the aforedescribed premises,
including the right to retain the right to use the surface of said right-of-way
co if such use does not interfere with installation and maintenance of the utility
line. However, the-grantor shall not erect buildings or structures over, under
or across the right-of-vay during the existence of such utility.
This easement, shall be a covenant running with the land and shall be bind-
ing on the Grantor, his successors, heirs and assigns. Grantors covenant that
they are the lawful owners of the ahnve properties and that they have a good and
lawful right to execute this agreement.
4 . 1 A , and
/OR �� /� //and --
and
---- -- — ----- and
STATE OF WASHiNGTON )
SS
COUNTY OF KING
I , the undersigned, a notary public in and for the State of Washington, hereby
bcertify that on this y ay off f/�/ • - 19 �D personally ;opeared
before me � •�"^`QL/i�_s,.�
and
and _
and _
and — to me mown to be indivi ua s descr -bd
in and—who execute t�eorregong/instrument, and acknowledged that
signed and sealed tf,e same as a/t�.. free and voluntary act and deed for a use;
and purposes therein mentioned.
Notar �i '
—you is in an or Cfi—Mete d}"----
Washington, residing at —_
n�
shall submit wlth tnelr Proposals, Or Indicate receipt Of, all
Addenda, The Owner will not be resbonsible for any other exclamation
or interpretations of said Documents.
6, BIDUEP'S UNDERSTANDING
Eech Bidder must inform himself of the conditions relating to the
execution of the work, and it is assumed that he will inspect the site
and make himself thoroughly familiar with all the Contract Documents.
Failure to do $0 will not relieve the successful Bidder of his
0011gatlon t0 enter into a Contract and Complete the cOnt mPlated work
in strict accordance with the Contract Documents. It shall be the 's
'a Bidder's Obligation to verity for nlmself and to his Complete
satisfaction all information Concerning site and subsurface
conditions,
The Owner will make available t0 prospective Bidders np�.,. requeSo and
aC the OIfiC! 0[ the Engineer, � ! Ior to bid Opening, any lnformaLon
that he may have as CO subsurface Conditions and surface topouraphy at
the . It site. Investigations conducted by the Engineer of subsurface
Conditions were .lade for the purpose Of study and design, and neither
the Owner nor the Engineer assumes any responsibility whatever In
respect to the sufficiency o' accuracy of borings, or of the logs of
test borings, or of other Investigations that have seen made, or of
the interpretations made thereof, and there is no warranty Or
g0arantee, eltner expressed or implied, that the conditions indicated
by such Investigations are representative Of those existing throughout
such area, Or any part thereof, or that unforeseen developments may
not occur.
Logs of test borings or Copograpnic maps showing a record o' the data
Obtained by the Engineer's Investigations of surface and subsurface
corditlons that are made available or bound herewith shall not be
Considered a part Of the Contract Documents, said logs representing
only the Opinion of the Engineer as to the Character Of the materials
encountered by him in his Investigations, and Is provided Only for the
COnvenlence of the Bidders.
Information derlved from inspection of logs of test borings, of
topographic maps, or from Drawings showing location of utilities and
structures will not in any way relieve the Contractor from any risk,
or from properly examining the site and making such additional
Investigations as he may elect, Or frcr properly fulfillinq all the
terms of the Contract Documents,
Each Bidder shall Inform nlms/lf Of, and the Bidder awarded a Contract
Shall comply Witt., Federal, State, and local laws, statutes, and
ordinances relative to the execution of the work. This requirement
includes, but is not limited to, applicable regulations :oncerning
minimum wage rates, nondiscrimination In the employment of labor,
protection of public and employee safety and health, envlronmentnl
protection, the protection of natural resources, tire Protection,
burning and nonburning requirements, permits, fees, and similar
subjects.
OA InstructlOns to Bin^[ s
2
Plv, 4/79
WASNIN:TOI: INSTPUCTIINS T'S HIDDERS
1 . F'I�MAT
IMP %otraC• Documents are divided into parts, divisions, and sections
In Keeping wit" accepted industry Practice in order to separate
categories at subject matter for convenient reference tnereto.
Generally, there has been no attempt t0 divide the Specification
onK by
sections into work performed by the various building trades,
separate subcontractors, Or work required tar separate facilities in
the pro)ect.
Specifications are bound into these Documents in the same order As
they ec in nmbers((areTS shown at the bottomnat eachnPage. and
the secttionion pagea u
2. SPF;CIFICATION LANGUAGE
-Command- type sentences are used In the Contract Documents. These
refer to and are directed to the Contractor.
J. GENEPAL DESCRIPTION OF THE PROJECT
A general description of the work to be done is contained in the
INVITATION TO BID. The scope is Indicated on thF accompanying
Drawings and specified in applicable .art-a Of these 'ontfact
Documents.
4. PE.ISTRATICN FEDUIREMENIS FOR CONTRACTORS
All Bidders, including General Contractors and Speclal'_Y Contractors,
shall be registered as Contraetor6 by the State Department Of Licenses
s of
iin onfomane B,cPCw,T(anc act
iProviding th t1ne gfor ethe troolstrationbof Contractors) ,le parts of er
5. DOCUMENT INTEPPRETATION
'
The Contract Documents governing the work proposed herein consist of
the Drawings and all material bound herewith. These dContract Ovlde all
Documents are intended to be mutually D ed work.
details reasonably required for the aker,ution of the proposed
Any person contemplating the submission of a Prop(.sal shall nave
thoroughly teamined All of the various meaning O Parts
Oflthese
Documents,
and t
Should there be any doubt as to the e Said s O (at
Documents, the Bidder should request of the Engineer, in
least 6 working day: DTSQT to bid opening) an Interpretation thereof.
Anv Interpretation r change in said Contract Documents will be made
only in writinl, in the form of Addenda totthe
DUOcumentsCUments Mhi Hidders ch WL11 be
furnished to ell Hidders receiving
JA Instructions to Aidders
i
f
CITY OF RENTON
M rRUCTIONS to h10UtkS
1. Sealed bids for this proposal will be received by the City 4 Rent..,, at the
off Ice of the Renton City clerk, Renton City Mall, until 2:uV o'clock p.m.,
to the date snvrified In the Call for bids
At this time the bids will be publicly open.d and read, otter which the
bids will be considered and the award made early as practicable.
No proposal may be changed or withdrawn after the time set for reeelviu,;
bide. Proposals shall be submitted on the forms attached hereto.
2. ±he work to be done is shown on the plans. Quantities arc understuod to
be only approximate. Final payment will be based on field measurement of
actual quantities and at the unit price bid. The City reserves the right
to add or to eliminate portiorut of that work as deemed necessary.
3. Plans may be examined and copies obtained at the Public Works Department
Office. Bidders uhall satisfy themselves as to the local conditluns by
inspection of the site.
4. The bid price for any item must include the performance of all work
necessary for completion of that Stem as described in the specifications.
5. The bid price shall be stated in terms of the unit* Indicated and as to a
total amount. In the event of errors, the mit price bid will govern.
Illegible figures will inv..lidate the bid.
6. The right is reserved to reject any and/or all bids and to waive inform-
alities if It Is deemed advantageous to the City to do so.
7. A certified check or satisfactory bid bond made payable without reservucion
to the Director of Finance of the City of Renton in an amount not less than
52 of the total amount of the bid shall accompany each bid proposal. Checks
will be returned to unsuccessiol bidders immedistely following the decision
as to award of contract. The check of the successful bidder will be
returned provided he enters into a contract and =vuSahes a satisfactory
performance bond covering the full amount of the work within tan days attar
receipt of notice of invention to award contract. Should he fail, or
refuse to do so, the check shall be forfeited to the City of Renton as
liquidated damage for such failure.
S. All bids must be self-explanatory. No opportunity will be offered for oral
explanation except as the City may request further information on particular
points.
9. The bidder shall, upon request, furnish information to the City as to his
financial and practical ability to satisfactorily perform the work.
10. Payment for this work will be made in Cash Warrants.
It. All successful bidders must comply with Governor's Executive Order No. 71-08
regarding Employment Security Deparcment Sp..cisi Form No. 344-5, "State
Contractors Quarterly Report of New Hire*."
Form* will be forwarded to the successful bidder by the hmpioymcnt Security
Department upon receipt ,f notice of c�mtract award.
Rev. 8/14/80
CITY Or RENTON CALL FOR BIDS
TALBOT HILL PIPELINES
SCHEDULES A THROUGH I
Sealed bids will be received until 2:00 p.m. , local time, on
the le-day of February, 1981, at the City Clerk's office and
will be opened and publicly read in the 3rd Floor Conference
Roca, Renton Municipal Building, 200 Mill Avenue South.
The work to be performed under this contract shall include:
s Furnishing and installing approximately 1,700 feet of 24-inch
water pipe, 5,200 feet of 16-inch water pipe, 7,800 feet of
12-inch water pipe, and 1,000 feet of 8-inch sewer pipe
together with valves, fittings, and associated appurtenances.
The project is divided into Schedule A through I, as more
fully defined in the Contract Docr,tents.
The City
wreserves
right
aand/or all bids
and toaive any and/or ll informalities.
Approved plans and specifications and form of contract
documents may be _btained at the Public works Department
office at the Renton Municipal Building for a deposit of
$14.00 each set plus $2.00 to cover postage, if mailed. The
deposit will be refunded upon return of the Plans and Specifi-
cations in good condition within thirty days after bid
_ opening. The mailing charge will not be refunded.
ofctheltotalcam untheck rofieachnbiG must acc percent
ompany each bid.
The City's Fair Practices and Non-Discrimination Policies
anall apply.
De ores A. Mea ,�kty Clerk
published: Daily Record Chronicle: January 30th, February 6th & 13th
Daily Journal : February 6th & 13th
PAPT
BIDDING REQUIREMENTS
Page•
PART 5 SPECICICATIONS CALL SCHEDULE$)
.............. .... ..........
•Abbreviation• 1. 2
DIVISION 1 - GENERAL REQUIREMENTS
01001 General Requirements 1-13
DIVISION 2 - SITE WORK a
02221 Trench Excavation and Beckf111 i- 1
0222) Highway Undercrossing !- 4
02560 Manhole Construction 1. 5
02616 Surface Restoration 1- 6
DIVISIONS 3 THROUGH 14 - NOT USED
DIVISION 15 - MECHANICAL
eSO03 Ductile Iron Pipe and Cast Iron Fittings 1-10
*water Standard Detail - Thrust Blocking
*Water Standard Detail - 2-Inch Slowoff Assembly
15005 Gravity Sewer PIP* and Suer Service
Connection$ 1• T
*Air Acceptance Test
15140 Water Service Connection Transfers 1- 4
15150 rirs Hydrant Aaseeblies 1. 4
*Water Standard Detail - fire Hydrant Assembly
•Maier Standard Detail - lit Roo Attachments
*Standard Plan No, 66 - Offset Hydrant Setting
15160 Valves, valve Boxes, and Valve Chambers 1. 3
*Water Standard Detail - 12-inch Gate valve
Installation and Valve Chamber
#Water Standard Detail - 16-ineh butterfly Valve
Installation and Valve Chamber
DIVISION to - ELECTRICAL
16640 Cathodic Protection 1- 4
PART 6 - DRAWINGS
•Preprinted.
Contents
2
1y�
CONTENTS
- -----� paves
PART 1 - BIOO:NG REQUIREMENTS
....... ............
•CITY OF PENTON INSTRUCTIONS TO BIDDERS 1.
•INSTRUCTI,v3 TO BIDDERS (WA) 1- 7
* • PROPOSAL 1.21
•+BID BOND 1- 2
•AFFIDAVIT OF WAGES PAID t
PART 2 - CITY OF PENTON FORMS
.... .. ...... .....
*SUMMARY OF FAIR PRACTICi.3/AFFIRMATIVt ACTION
PPJGRA4 1
♦*CeRTIFICAri-% BY PROPOSED CONTRACTOR/
SUBCONTRACrOP!SUPPLIER/REF, Et0 1
•*CERTIFICATION OF EEO 1
♦*CERTIFICATION OF BIDDER'S AFFIP"ATliF
ACTION PLAN 1
+*MINORITY BUSINESS ENTERPRI3E CF. -TIFICATION 1
+*NON-COLLUSION AFFIDAVIT l
♦*CERTIFICATION RE 4S4IGNMENT OF ANTI-TRUST
CLAIMS TO PURCHASER 1
♦*MINIMJM WAGE FORM 1
*CONTRACTOR/SUBCONTRACTOR MONTHLY N'NPOWER
UTILIZATION REPORT 1- 2
*Er) COMPLIANCE REPORT SAMPLE FORM AND
INSTRUCTIONS
*ENVIRONMENTAL RE,,LATION LISTING
PART I - CONTRACT FORMS
........ .....
CONTRACT 1- S
*PERFORMANCE ANC PAYMENT BOND 1- 2
PART e - CONDITIONS OF THE CONTRACT
.......... .. ... ........
*GENERAL CONDITIONS 1-13
SUPPLEMENTARY CONDITION3 1- S
*Preprinted,
♦Document, so marked above must be executed by the Biddet , President,
and Vice President or Secretary it Corporation b%1-14014 permit, All
pages must be signed, In event another Person has been duly authorized
t0 execute contraCts, a copy of the Corporation minutes establishing this
outnorlty Tull be attached to the 41d DOCUMOAt.
Contents
1
CITY OF PENTON
7
PENTON, 'WASHINGTON u
CONTRACT DOCUMENTS
CO[ the cOnettuctlon OL the
P
TALBOT HILL PIPELINES
SCHEDULES A THROUGH
r♦•r
CONSISTING OFt ,..
BIDDING REQUIREMENTS
CITY OF RENTON FORME fir,
CONTPACT FORMS
y CONDITIONS OF THE CONTRACT
ryrst5.*� n
SPECIFICATIONS �,r
` DRAWINGS
•r•r
CH7M HILL
Seattle Pe91one1 Office
June 1900
COPY N0. .. . . . . . . . .
City of Ren project S
onprojectNO63N•S99
i
1 . ,. f, v I, Xk �/. py.�/.�
r. r<-firr Wr 1 a
1
i CONTRACT DOCUMENTS
FOR THE CONSTRULTInY OF
I TALBOT HILL PIPELINES
i w 7SE y
SCHEDULES A THROUGH 1
i
CITY OF RENTON,
WASHINGTON
�wra�r�rwM�worNu�au:*cowucr. .. , �.':
JOSEVH R. MILLER C 112M OECEM6 fM!
NN
BELLEVUE, WASHINGTON as
M1453-WN
cation, and this requirement Shell apply to but not be limited to the following.
emPloyment, advertising, lay-off or termination, rates of
tion, and selection for training, including apprenticeship,
Pay or other forms of comPeTt
No person shall be denied, or subjected to discrimination in receipt of the benefit
Of Orly services or
ground of activities made Possible by or resulting from this agreement sex, race, color, creed, national origin, age except minimum o ment provisions, marital status, or the g ea+ent on th handicap, presence of n age and retlre-
Anya Y sensory, mental or physical
Of
Of this aiolation and this provision shall be considered a violation of a material
whole or in part, of the aalree grounds for cancellation,
further Count agreements.0 ement by the County and may termination or Pin
Y y result 1n inelig1t�11tYoforn
IS. PFNALT�OR VIOLATION Of CONDITIONS
If the grantee
late or
or responsibilities
9'vflnthsoflthisofranchiseathrough neglect or failure to heed or
ll to comply with any of the terms, conditions
any notice y!ven the grantee under the provisions of this franchise,
revoke, amend, alter, than a orthe comply with
Council shall give thlrt 99 supplement this franchise provided however
may
Y ? ) days written notice of Its intention to do that the
which period the grantee shall have the opportunity to remedy the failure [o c
so, during
ig. RATES omply,
The grantee agrees that it shall be subject to all authorityn
by the County, or any other regulatory body having competent
reasonable and compensator now or hereafter pus sr
Y stes for service :,ereunder, jurisdiction, to fix just,
20. RiGhT OFF APPEAL
tlonWhenever
the
nd thedecision
-srequireme A or approval is b
a Complaint with the Kin Appeals from d this document will
be a determi.
g County Prosecutor, such determination will be made by f,
21. SEV_ ErCF
This agreement shall be construed to give effect to such Purposes
franchise which are consistent with economical and efficient and uses under interest. If any provision of this franchise, or its application isdeterminedntohbepi
invalid by a court of law then the remaining provisions valid, unless the dominant p of the franchise shell subsist
thwarted thereby. urpose of the franchise or the public interest therein is
Page 4 of 4
such right of way shall, if necessary, be removed by the grantee at its own expense
so that it shall not interfere with the work of relocation or change of grade, and
shall be re-set in accordance with the provisions above set forth so that the location
and elevation of such line or facilities shall conform to the new grade and location
of the right of way. Grantee shall likewise, at its own expense, upon demand of the
Director, relocate any line or facility which shall interfere with a reasonably locate,
driveway giving access to abutting property. King County shall in no event be held
liable for any damages to said grantee that may occur by reason of the County's
improvements, repairs or maintenance or by the exercise of any rights so reserved in
this section.
12. BLASTING RFOIIIRFMENTS
The laying, construction, maintenance and operation of the said grantee's system
of lines and facilities granted under this franchise shall not preclude King County
its accredited agents, or its contractors, from blasting, grading, or doing other nece,.
nary road work contiguous to the said grantee's lines and facilities, provided that tkr
grantee shall have seventy two (72) hours notice of said blasting or excavating in ord,
that said grantee may protect its lines, facilities and property.
13. ASSIGNMENT OF RIGHTS TO THIRD PARTY
The grantee shall have the riqht to assign this franchise provided, however, no
such assignment shall be of any force or effect unless written notice of such assignme,
mall be filed with the C'erk of the Council within thirty (30) days thereafter, togett
with an acceptance by the assignee to writing of all the terms, covenants and condition Of this franrhise and an agreement of such assignee to perform and be bound by all of
the terms and conditions of this franchise.
All the provisions, conAiLions, regulations and requirements herein contained
shall be binding upon the successors and assigns of the grantee and all privileges,
as well as all obligations and liabilities of the grantee, shall inure to its successo
and assigns equally as if they were specifically mentioned wherever the grantee in
mentioned .
14. EXPIRATION AND RENEWAL
All rights granted by this franchise to count;, roads and rights of way outside of
incorporated cities and towns, shall apply to all existing county roads and right, of
way, whether improved or unimproved, and shall further include all county roads and ri"
Of way acquired by King County after the date of execution of this document.
If, upon expiration of this franchise, grantee shall not have applied for renewal
of same, King County shall have the right to remove such lines or facilities of the gra,
as are reasonably necessary for the safe condition of the roads or rights of way or
facilities of other franchise holders and such as are reasonably necessary to remove in.
the construction, renewing, altering or improving of such roads or rights of way, and s
as are reasonably necessary to remove for the installation of lines and/or facilities n'
other franchise holders. Grantee shall be liable for the costs incurred in such remova including the cost of labor and equipment; provided that such removal is effective
within two years trom the expiration date hereof,
15. RIGHT TO AMEND
King County reserves for itself the right at any time upon ninety (00) days writtr
notice to the grantee, to so change, amend, modify or amplify any of the provisions or
conditions herein enumerated to conform to any state statute, order of the Washington
Public Service Commission or county regulation, relating to the public welfare, health,
safety or right of way regulation, as may hereafter be enacted, adopted or promulgated
and this franchise may be terminated at any time if the grantee's lines and facilities
are not operated or maintained in accordance with such statute or regulation.
16. E41IMNMPITAL PROTECTION AND ENABLING ORDINANCES
Grantee must conform to Washington State and King County Environmental Policy Act
(Ordinance 1100) and amendments thereto.
17. NON-DISCRIMINATION CLAUSE
in all hiring or employment made possible or resulting from this agreement, there
shali be no discrimination against any employee or applicant for employment because of
sex, age, race, color, creed, national origin, marital status or the presence of any
sesory, mental, or physical handicap, unless based upon a bona fide occupational qualif,
Page 3 of 4
I
6. RESPONSIBILITY FOR DAMAC,FS
The grantee agrees for itself, its successors and assigns, to indemnify and hold
harmless King County, its appointed and elective officials and employees from and against
all loss or expense, including attorney's fees and costs arising out of any act, error or
omission or the exercise of the rights and privilege granted under this franchise.
7. FRANCHISE VALUATION
If any public body having authority to do so shall acquire by purchase or condemnation
during the term of this franchise any of the grantee's property erected hereunder, the add
Lion to be made to the sum of all other elements of value by reason of the element which ;
the right to occupy the public ways evidenced by this franchise, shall be no greater than t
actual cost of obtaining such franchise.
B. REQUIREMENT OF CONSTRUCTION PERMITS
The said grantee, its sucessors or assigns, shall have the right and authority to ente
upon the county roads and rights of way described herein and situated without any incorpor
cities or towns, for the purpose of constructing, extending, repairing or replacing, servi
and otherwise operating and maintaining its lines and facilities and connecting the same w
consumer service lines; upon the condition that prior to such work within the county roach
a rights of way, the grantee shall first obtain a work permit approved by the Director of Pa
Works. hereinafter called the Director.
Applications for work permits shall first be presented to the Real Property Division w
may require copies of plans, blueprints, cross sections or such further detail of the wore
he done as is, or may be, required by urdinence in other instances. Such work, whether do,
by the grantee, its contractors or third parties connecting to the grantee's lines or fact
ties, shall include necessary paving, patching, grading and any other reasonable necessary
repair or restoration to the pre-existing county roads right of way, and shall be to the
satisfaction of the Director.
All permits shall be applied for and given in the name of the grantee who shall be hel+
responsible for all work done thereunder, whether the work done thereunder is by the force•
of the grantee, its contractors or try third parties connecting to the lines or facilities
of the grantee.
Before any work is performed under the permit, the grantee shall establish two or more
reference marks to all monuments and markers of every nature relating to subdivisions, pia*
right of way and all other surveys within the permitted area. The reference points shall t
so located that they will not be disturbed during the grantee's operations under the permit
The method of referencing these monuments or other points to be referenced shall be approv,
bythe Director before placement. The replacement of all such monumnnts or markers disturb,
during construction shall be made as expeditiously as conditions penoit and as directed by
Director. The cost of monuments or other markers lost, destroyed, or disturbed and the
expense or replacement by approved monuments shall be borne by the grantee.
The grantee shall post a bond to Ming County in the amount necessary for road rest^rat
the amount of bond shall be set by the Department of Public Works and filed with the Real
Property Division before the issuance of any permit.
9. SUPERVISION OF CONSTRUCTION BY DEPT. OF PUBLIC WORKS
Ail construction and installation work on county roads. streets, or alleys outside of
corporate limits of any incorporated town, shall be under the supervision and pass the insr
tion of the King County Director of Put.ic Works.
10. RESTORATION OF RIGHT OF WAY
The grantee shall he responsible for and leave all county roads and rights of way in a•
good condition, after work on, under or adjacent to the county roads or rights of way, as
the same were before such work. in the event that the grantee, its contractors, or third
parries connecting to grantee's lines or facilities under a work permit, shall fail to re-
store the county roads or rights of way to the condition that pre-existed such work and to
the satisfaction of the Director, King County reserves the right to make such repairs or
restoration to such roads or rights of way, and upon presentation of an itemized bill for
such repairs or restorations, including the cost of labor and equipment, the grantee shall
the said bill within thirty days. In the event that suit is brought upon failure to pay tr
bill within said thirty days, and upon judgment being entered in favor of King County,
grantee shall further pay al' the actual costs, disbursements and attorney's fees incurred
thereby.
i1. RFMJVAL OR RELOCATION OF FACILITIES 1NSTALLEn BY GRANTEE
Upon the relocation or change of grade by the public authorities of any right Of way dr
scribed herein, any lines Or facilities erected upon or within any portion of
Page 2 of 4
9
EXHiPti "A"
GENERAL TERMS AND CONDITIONS APPLICABLE TO ALL
RIGHT OF WAY FRANCHISFS GRANTED BY KING COUNTY
iiEFINITI011S
Right of Way. The term "Right of Way" shall be understood to include any and
every road, street, avenue, alley or other public place designated or specified in this
franchise in, upon, under, over, across and along which rights are, or are intended to
be vested in the grantee, its successors and assigns under and by virtue of this franchi
Director. The term "Director" shall be understood to mean the chief executive of
king County Department of Public Works, Utilities and Transportation.
Utility The term "Utility" shall he understood to mean, as the context may rec
either the grantee herein, or any other person, firm or corporation, either public or pr
which may hold a francnise to maintain and ope •ate similar facilities in, upon, under, a
u across and along any of the public rights of wa;. or portions thereof, within the area s
fled.
Council. The term "Council" shall he understood to refer in all cases to the Kir
County Cmmc 1, hereinafter called the "Council," acting in its official capacity.
Other Governing Rodv. The term "Other Coverning Body" shall be understood to me
such pub i-. o iricial or other public board or body as may have power and jurisdiction ov
rights of way and he legally vested for the time being with jurisdiction and authority
pErnit or regulate the installation and maintenance of lines and other facilities, in,
under, over, across and along the rights of way within the specified area.
1. ACCFPTAnCE BY GRANTEE OF TERMS AND CO.SDIrI0NS
Grantee shall be deemed to have abandoned and forfeited all of the rights, privil
and authority hereby granted, unless within thirty (301 days from the date hereof it shr,
file with the Council its written acceptance of this franchise, subject to all of the to
conditions, stipulations and obligations hereincontained and imposed, and in case the gra
shall fail to do so within the time aforesaid, this franchise shall be null and void an
of no effect.
2. EXCLUSIVE FRANC4ISE UNCONSTITUTIONAL
This franchiseshall not be deemed or held to be an exclusive franchise, and shall
in any manner prohibit the Council from granting other and further franchises of any kir
or character that they may deem proper in, upon, under, over, across and alono any right
of way within the area described herein, and this franchise shall in no way prohibit or
prevent the public from using any such right of way,or affect the jurisdiction of King
County over such rights of way, or any part thereof, or their power to make all necessar
irprovements, repairs or changes therein.
3. JURISDICTION
This document shall nut he construed by grantee, or any other person, persons or
corporations, as a warranty of title or title or interest in county roads and rights of
way, but is intended to convey such rights and interest only as to those roads and right
way in which King County has an actual interest,
4. REGULATI011 OF USF AND CONTROL
The County of King granting this franchise does not waive any rights which it now
!ias or may hereafter acouire with respect to mwnty roads, rights or way or other county
property and this franchise shall not he construed to deprive the county of any powers,
rights or privileges which It now has or may hereafter acouire to regulate the use of an
to control the county roads, rights of way and other county property covered by this
franchise.
3, VACATION
If at any time the county shall vacate any county road, rights of way or other coo-
;.roperty which is subject to rights granted by this franchise, the county shall not hr
'fable for in., darrages er loss to the grant^e by reason of such vacation.
Page 1 of 4
Item Ouan, Unit Flguras Unit Price or L.S. M` •••. ..... .... ( ores; txt . Sot,: a-•....... .... ..... .. .... ....... .... ..... ....
SCHEDULE D . 16-INCH WATER
........ . . ....... .....
02221 TRENCH EXCAVATION AND BACKFILL
Trench Excava�ion and
Selected Native B&Ckfill
5,000 LF I. ..:00 . . . . : . c
• Imported Granular material
for l.ipe Base, Pipe Zone,
and Trench Zone Backfill
3,420 TONS . .. ...O1 CW M71'
FOYndatlon Stabilization
24 TONS s.. . , 01 CtIE CC111
. . . .. . . . . ... . .. . . .. .. .... . f. . . . . . . . . . . . . .
02616 SURFACE RESTORATION
..... ....... ...........
Asphalt Concrete Pavement
11500 SY t.....0.1 ;mm CEW ,, , . .
Gravel burfacing
4,300 SY ,,. . O1 0mCESP
Sod
s5 SY •. . .g 00
13003 DUCTILE IRON PIPE AND CAST IPON FITTINGS
..... ....... .... .... ... .... ........
16-inch Pipe and Fittings
5,000 LF 5. .24 00 ��WII2�7�.RX1R. .DO1::'RS..... ... . t . . . . : . :
Bloroff Assemblies
2 EA S. 500.00 FmJtz., WLLAr
. ............ .... f. . . . . :'. :. . . .
Connections to
Existing Pipelines
3 EA e. 800.00 jIGWr�M. VRED ..ppLUM ... ..
s. .... . . . . . . . . .
Proposal
0
Item Guan• Unit Figures Unit Price or L,S• (Words) Ext. Total Amt.
.... ..... ..1 • ... .. 1. .. 1.14, ....... .... ..... ....
SCHEDULE C - 24•INCH WATER
........ . . ....... .....
02221 TRENCH EXCAVATION AND BACKFILL
..... ...... .......... ... ........
Trench EXC4vatl0n and
Selected Native BMCWlill
DOLtAs
1 ,40000
0.00 1£N .,...S iF... ...
Imported Granular Material
for Pipe Base, Plot Zone,
and Trench Zone BeCP" 111
12.00 4WETNE COTIARS 14,400.00
1,200 TONS {•.•.. . ....•..............•..... . So.............
Foundation StabillZatlbn
01 ONE CENT .12
12 TONS {..•••• ..•.•...•........fee..... . /........... ...
02616 SURFACE RESTORATION
...........
Asphalt Concrete Pavement
10.00 TEN DOlSANS 10,600.00
1,060 SY s... ... ......••....•••.... ....... {....
•......•••
Gravel Surtaeing
50
.01 ONE C Sir 7. .
750 SY $•..... •...•............•........
{..............
1500) DUCTILE IRON PIPE AND CAST IRON FITTINGS
..... ....... .... .... ... .... .... ........
24•Sneh Pipe and Fittings
32.50 TH,UMY PD AND 50/100 DOL ARS 53,300.00
1,640 LF s.....• •.•..•.....r•..••.•..•..•• s,..•. .r•.•.•••
Connections to
Existing Pipelines
3 ,) 00 TIC EE IfJI ,FD DOLLARS 600.00
2 EA /... .. {..............
16640 CATHODIC PROTECTION
..... ........ ..........
Test Station/
B00.00 EIGHT HJP�RTD DOTTARS 3,200.00
4 EA {...... ..... ............... ...... {..............
98,50'i.62
SUM OF EXTENDED TOTALS FOR SCHEDULE C /••••• ••••••• •
estimated Sales Tax for
Extended Totals Above s•.....•. ..
Proposal
7
Item Ouan. Unit figures Unit 'rice or L.S. (Words) Ext. Total Amt.
..... ..... .... ....... .... ..... .. .... ....... .... ..... ....
SCHEDULE 8 . B-INCH SEWER
........ . . ...... .....
02221 TREACH EXCAVATION AND BACKFILL
..... ...... .......... ... ........
Trench Excavation and
Selected Native Backl111
• 960 LF 61 5.00 FIVE.DDIJ R5............... 4,8U0.00
Imported Granular Material
for Pipe Base, Pipe zone.
and Trench Zone Backfill
80
600 TONS {...:0: .ONErw, .. . ........ ...... 1.............
Foundation Stabilization
01 ONE CENT .12
i2 TONS t....•. I....•.0.................. i..............
02S60 MANHOLE CONSTRUCTION
..... ....... ............
Manhole Construction ONE 'niOUSAND
1,100.00 ONE HUNDRED DOLLARS 3,300.00
02616 SURFACE aESTORATION
..... ....... ...........
Asphalt Concrete Pavement
01 ONE Mrf 11.00
1,100 Sy {...... ..Is........ /..............
15005 GRAVITY SERER PIPE AND SEWER SERVICE CONNECTIONS
..... I...... ..... .... ... ..... ....... ...........
Gravity Sever Pipe
14.00 FWRrEFN DOLLARS 13,440.00
960 LF {...I.• ..•..,......•,....
.......• {..............
Service Connections
GHT
400 Lf s•..R 00 eEror...D .*0.0000...06.0..0 {.....i,200 00••
Television InsPectlon
LUMP SUM ow T}XX7" CXILIARS 1,000.00
15,ST5.92
SUM OF EXTENDED TOTALS POR SCHEDULE B t.....".........
tstimated Sales Tax for
Extended Totals AboV• {..•.•....•
Proposal
6
Item Ouan, Unit Figures Unit Price or L,S,
-- (Words)ords) Ext, Total Amt.
.....
.. .... ....... ..... ..... ....
13140 WATER SERVICE CONNECTION TRANSFERS
..... ....... .........
Service Connection Transfers
9 00 IlMf(ED M DOUARS EA 210 1,890.00
ism FIRE HYDRANT ASSEMBLIES
.... ....... ..........
e Fire Hydrant Assemblies
2 EA 1,000.00 CNE 1}gUy» OOLLAR4 e..,.., •.,.,..r,,,,,,,,,,,,,,,,,• 1 2,000.00
15160 VALV`S, VALVE BOXES, AND VALVE CHAMBERS
...... ... ........
I-Inch Cate valve
and Valve Box
2 EA S. 3""00 7TUM HUFDr= FIFTEEN DOLLARS 630.00
SUM OF EXTENDED TOTALS FOR SCHEDULE A 35,582.82
6..............
Estimated 301e8 Tax for
Extended Totals Above
Proposal
5
UNIT PRICE B?D
.. .
TALBOT HILL PIPELINES
...... .... .........
Item 0uan. Unit Figures Unit Price Or L.S. (Words) Ext. Total Amt.
.... ....... ..... .. .... ....... .... ..... ....
SCHEDULE A - 12-INCH WATER
........ . . ....... .....
02221 TRENCH EXCAVATION AND BACKFILL e
..... ...... .......... ... ........
Trench EXCavatlon and
3e1eCtsd Native Backfill
10000 LF 1..8:0: EIGHT DCLIAM
. .. .............. t..... 8,640.00..
Imported Granular Material
for Pipe Base, Pipe Zone, `
and Trench Zone Backfill
770 TONS t... CNE too.... .I.,..... ......... t........NT :':�..
Foundation Stabilization
12 TONS t...:�. .0NE CENT
......... 12
t..............
o m b SURFACE RESTORATION
..... ....... ...........
Asphalt Concrete pavement
500 SY t...:;1 .0m.CW:...4.1............ a........:.00..
Gravel Surfacing
10000 SY t...;0; CNE CENT 10.00
.......................... $..............
15003 DUCTILE IRON PIPE AND CAST IRON FITTINGS
..... ..0.... .... .... ... .... .... ........
12-inch Pipe and Fittings
11011110 LF t, 20o00 ..� .�..yi.DMAM.. ............ . t.... 21j600.00 .
Connections to
Existing Pipelines
4 EA 9::.Oi4q .�.H.MREDi... i........... t...... .800.00. .
Proposal
4
F..
,
ADDENDA
The Bidder hereby acknowledges that he has received Addenda NO'$.
• . . .. • ./ . r . . r . • • .I e. . .r . . . • /
4.......... to these specifications.
(Bldder•inaert NO.•Ot taco Addeo d um received. )
SALES AND USE TAXES
The Bidder agrees to pay all sales and use taxes for the work Contemplated
herein as required in the State of Washington and as separately listed in
the space provided in this Proposal.
Where the estimated sales (use) tax 14 Called for In this Proposal torn,
It Shell b• considered as an estimate only of the amount of sales tax that
will be Paid by the successful Biddst on materials incorporated into the
work. The estimated tax will not be tabulated as a Competitive bid item
in determining the low Bidder. Should tot low Bidder's estimated sales
tax Stems appear Unbalanced, the Bidder shall furnish such evidence as may
be requested by the Engineer to Substantiate his estimate. Prior to the
execution of a Contract for the Contemplated work, the estimated tax after
review and approval by the Owner will be added to the lump sun or unit
priCes bid for the work.
LUMP SUM OR UNIT PRICE WORK
.... ... .. .... ..... ....
The Bidder further proposes to accept as full Payment for the work
proposed herein the amounts computed under the provisions of the Contract
Documents and based on the following lump sum or unit price amounts, it
being expressly understood that the unit prices are Independent of the
exact quantities involved. The Bidder agrees that th:z lump sum price• and
the unit prices represent a true measure of the labor and materials
required to perform the work, Including all allowan:es for overhead and
profit for each type and unit of work called for it these Contract
Documents. The amounts shall be Shown in both words and figures. In cast
of a discrepancy, the amount Shown in words shall govern.
Proposal
xr��4
The Bidder further agrees that he has exercised his own Judgment regarding
the interpretation of subsurface information and has utilized all data
which he believes Pertinent from the Engineer, Owner, and other sources in
arriving at his conclusions. Bidder shall bid on all schedules,
Tie Bidder understands and agrees that if a Contract is awarded, the Owner
May elect to award any Combinatlon or all schedules under one Contract
that best serves the interests of the Owner. However, it is anticipated
that the schedules will be awarded in the order listed in the GENERAL
a REuUIREMENTS and the number of awarded schedules will depend on available
financing,
CONTRACT EXE:UTION AND BONDS
........ ... .....
The Bidder agrees that It this Proposal is accepted, he will, within 10
days, not including Sundays and legal holidays, aft#: notice of awar.1,
sign the Contract In the form annexed hereto, and will at that time,
deliver to the Uwner the Performance and Payment 9ond required herein, and
will, to the ex!ent of his Proposal, furnish all machinery, tools,
apparatus, and other means of construction and do the work and furnish all
the materials necessary to complete all work as specified or Indicated in
the Contract Documents,
CERTIFICATES OF INSURANCE
The Bidder further agrees to furnis❑ the Uwner, before commencing the work
under this Contract, the certificates of insurance as specified in these
Documents,
START OF CONSTRUCTION AND CONTRACT COMPLETION TIME
..... .. ............ ... ........ .......... ....
The Bidder further agrees to begin work within 10 Calendar days after the
date of the execution of the Contract and to complete the construction, in
all respects, within 180 Calendar days for all schedules for which his
Proposal is accepted and 90 calendar days for Schedule H after the date of
the execution of the Contract by the Owner,
LIQUIDATED ?AMAGES
.....W.
In the event the Bidder is awarded the Contract and shall fall to Complete
the work within the time limit or extended time limit agreed upon, as more
Particularly set forth In the Contract Documents, liquidated damages shall
be paid to the Owner at the rate of $300 Per day for the work awarded
Until the work shall have been satisfactorily completed as provided by the
Contract Documents, Sundays and legal holiday! shall be excluded in
determining days In default.
Proposal
2
w.
a
NOTE TO BIDDEPI Use preferably BLACK ink for completing this proposal
form,
PROPOSAL
Tos City of Renton, Washington
Address municipal Building. 200 Mill Avenue S„ Penton, WA 98055 '!
a
Prole:t Titlel Talbot Hill PiPellnes, Schedules A through I
Project No.i $13631 ,A1
Bidders ••.•.*....409.Ri.....•....,....IN of 0.0191.1.... . . . . . . .
Address 10601 Rustic Road South, Seattle, WA 98178
....a.....•... .. .. .........•................... . . . .. . . . . . . .
Februar 1B, 1981
Date: ........X. ..aa ..... .. ........ . ... .. I . .. . ..I . . . .. . .. . . . . . . .
Bidder's person to Contact for additional Information on this Proposals
Namel . ... .. . . . . . . .. .. .. .. . . . . . . .. .. . .. .. . . . .. .. . . .. ... . .. . ... . ..
Telephones .. . . . . . .. . . . .. .. .. I . . . . . . . . . .. r .... . . . ... . . .. . ... . . .I. ... . .
Contractor'#
License 18m. s •. . .. . . . . . . . . . . . . . . . .. . . ... . . . . . . . .. . . . . I . . .. . . .. . .. . . .. . ..
BIDDER'S DECLARATION AND uNDERSTANDING
........ ........... ... ..............
The undersigned, hereinafter Called the Bidder, declares that the only
persons or parties interested In this Proposal art those named herein,
that this Proposal Is, In all respects, fair and Without fraud, that it is
mods Without collusion With any official of the Owner, and that the
Proposal is made without any connection or collusion With any person
submittlnq another Proposal on this Contract.
The Bidder further declares that he has carefully examined the Contract
Documents ter the construction of the project, that he has personally
inspected the site, that he hag Satisfied himself at to the quantities
Involved, including materials and equipment, and eo%ditione of work
involved, including the fact that the description Of the quantities of
work and materials, as Included herein, is brief and is intended On1Y to
indiCate tht general nature of the work and to identify the said
quantities with the detailed requirements of the Contract Documents, and
that this Proposal is made according to the provisions and under tce terms
of the Contract baCUmente, Which Oocumenta are hereby made a part of this
Proposal.
Proposal
1
The Attorney-in-Faet (Resident Agent) who executes this bond in behalf
of the Surety must attach a notari2ed copy of his Dower-of-attorney as
evidence of his authority to bind the Surety on the date of exeeution
of the bond,
20. FAILURE TO EXECUTE CONTRACT AND FURNISH BOND
The bidder who has a Contract awarded to him and who fails to promptly e
a and properly execute the Contract and furnish the Performance and
payment Bond shall forfeit the bid security that accompanied nis bid,
and the bid security shall be retained as liquidated damages by the
Owner, and it is agreed that this said SIM is a fair estimate of the
amount of damages the Owner will sustain in Case the Bidder fails to
enter Into a Contract and furnish the bond as hereinpetore provided.
Bid security deposited In the form of cash, a Certified CheeK, or
cashieI's checK shall be subleCt to the same requirement as a bid ,#
bond.
21. TIME OF COMPLETION
.... .. ..........
The time of completion of the work to be performed under this Contract
is the essence of the Contract. Delays and extensions of time may be
allowed in accordance with the Provisions stated in Section GENERAL
CONDITIONS. The time allowed for the completion Of the wOtK is stated
in the Proposal.
MA Instructions to Bidders
7
16. AWARD OF CONTRACT
Within 45 Calendar days after the opening Of Proposals, unless
otherwise stated In the INVITA710H 70 BID or SUPPLEMENTARY CONDITIONS
of these Documents, the Owner will accept one of the Proposals or will
act In accordance with BASIS OF AWARD, below. The acceptance of the
Proposal will be by written notice of award, mailed or delivered to
the office designated in the Proposal. In the event of failure of the
lowest responsible Bidder t0 Sign and return the Contract with
e acceptable Performance and Payment Bond, the Owner may award the
Contract to the next lowest responsible Bidder. Such award, if made,
will be made within 60 days after the opening of Proposals.
I% BASIS OF AWARD
The award will be made by the Owner an the basis of that Proposal from
the lowest responsible Bidder wnich, In the Owner's sole and absolute
judgment, will best serve the interest of the Owner. when projects
are paid for in part with Federal funds, the award will he made on the
basis Of that Proposal Submitted by the responsible Bidder submitting
the lowest Proposal acceptable t0 the financing agency.
The owner reserves the right to accept Or reject any or all Proposals,
and to waive any informalities and irregularities In said Proposals.
19. EXECUTION OF CONTRACT
--------
The successful Bidder shall. within. 10 days, not including Sundays and
legal holidays, after receiving notice of award, sign and deliver to
the Owner the Contract hereto attached together witn the acceptable
bonds as required 1n these Documents. Within 5 days, not including
Sundays and legal holidays, after receiving the signed Contract with
acceptable bonds from the successful Bidder, the Owner's authorized
agent will sign the Contract. Signature by both parties constitutes
execution of the Contract.
ig. PERFORMANCE AND PAYMENT BOND
The successful Bidder shall file with the Owner a Performance nd
Payment Bond on the form bound herewith In the full amount Of the
Contract price, as security for the faithful performance of the
Contract and the payment Of all persons supplying labor and materials
for the construction of the work, and to cover all guarantees against
defective workmanship or materials, Or both, for a Period of i year
after the date of final acceptance of the work by the Owner. The
Surety furnishing this bond shall nave a sound financial standing and
a record of service satisfactory to the Owner and shall be authorized
t0 do business In the State of Washington.
WA Instruction$ to Bidders
6
1Y. TELEGRAPHIC OR WHITTEN MODIFICATION OF PROPOSAL
........... ...... .. ........
Any Bidder may modify his bid by telegraphic jr written communication
at any tl.ne prior to the scheduled Closing time for receipt of bids,
provided such communication is received by the Owner prior to the
closing time. The telegraphic or written communication should not
reveal the bid Prlcel It should, however, state th addition or
subtraction or Other modification so that the finaa orices Or ter-s
will not be known by the Owner Until the sealed bid IS opened.
13. WITHDRAWAL OF PROPOSAL
.......... .. ........
Any Proposal may be withdrawn prior to the scheduled time for the
opening of Proposals either by telegraphic or written request, or in
person. NO Propo al may be withdraw❑ after the time scheduled for
coening of Proposals, unless the time specified in Item, AWARD OF
CONTRACT, of these INSTPUCTIONS TO BIDDERS shall have elapsed,
14. BID SECURITY
Proposals must be actompenied by Cash, a Certified cnecK, or cashiers
check drawn on a bank In good standing, or a bid bond issued by a
Surety authorized to Issue such bonds In the State where the work 1S
located, in an amount not less than 5 percent of the total amount of
the Proposal submitted. This bid security shall be given as a
guarantee that tre Bidder will not withdraw his Proposal for a perloa
of 60 days after bid onening, and that if awarded the Contract, the
successful Bidder will execute the attached Contract and furnish a
Properly executed Performance and Payment Bond In the full amount of
the Contract price within the time specified.
The Attorney-in-Fact (Resident Aqent) who executes this bond In behalf
of the Surety must attach a notarized copy of his Dower-of-attorney as
evidence of his authority to bind the Surety on the date of execution
Of the bond.
If the Bidder elects to fJrnlsn a Bid Bond, he shall Use the Bid Bond
form bound herewith, or orp. conforming substantially thereto In form
and content.
15. RETURN OF BID SECURITY
.. ... ........
Within 15 days after award of the ^ontract, the Owner will return
the Did securities to -11 Bidders whose Proposals are not to be
further considered In ewardirg the Contract. Retained bid securities
will be held until :ne Contract has been finally executed, after which
all bid securit!'. , other than Bidders- bonds and any guarantees wnich
have been forfeited, will be returned to the respective Bidders whose
Proposals they aCCOmPdnied.
WA Instructions to Bidders
5
D. SPECIAL BIDDING REOVIREMENTS
In the event there is a need for special bidding procedures and
requirements for parts of the work under this Contract, such
requirements will be set forth l.o Section SUPPLEMENTARY
CONDITIONS,
9. PREPARATION OF PROPOSALS
All clank spaces in the Proposal form must be filled in, preferably In u
BLACK ink, In both words and figures where required. No changes snail
a be mado in the phraseology of the forms, written amounts shall govern
In case of discrepancy between the amounts sta' *d 1n writing and the
amounts stated in figures. In case of discrepancy between unit prices
and totals, ❑nit prices will Prevail .
Any Proposal shall be seemed informal which contains omissions,
erasures, alterations, or additions of any kind, or prices uncalled
for, or In which any Of the prlce6 are Obviously unbalanced, or which
In any manner shall fall to conform to the Conditions of the Published
INVITATION TO BID,
The Bidder snail sign his Proposal in the DlanK space provlded
therefor, If Bidder is a corporation, the legal name of the
COrp OratiOn Shall be Set forth above, LDget..er with the signature of
the officer or Office authorized to sign Contracts on behalf of the
corporation, If Rlddt is a partnership, the true name of the firm
snail be set forth about, together with the signature of the partner
Or partners duthorized to sign contracts In behalf of the partnership.
If signature is by an agent, Other than an officer of a corporation or
a member of a partnership, a notarized power-of-attorney most be on
file with the Owner Prior to opening of Proposals or submitted with
the Proposal, otherwise the Proposal will be regarded as not properly
authorized.
10. STATE AND LOCAL SALES AND USF. TAXES
State and local sales and use taxes, as required by the laws and
statutes Of the State and Its political subdivisions, shall be paid oy
the Contractor, and shall be separately shown in the Proposal in the
space provided.
11 . SUBMISsrON OF PROPOSALS
All Proposals must be submitted not later tha❑ the time prescribed, at
the place, and In the manner set forth in the INVITATION TO BID.
Proposals must be made on the PrOPo361 forms provided herein. Each
Proposal most be submitted In a sealed envelope, so marked as to
lndlcate its contents without being opened, and addressed in
conformance •with the Instructions In the INVITATION TO BID.
WA Instructions to Bidders
4
7 . DRAW It.
where the Drawings are reduced in size from the, original tracings* the
amount of reduction is indicated oy a note on the Drawings.
Full-scale prints of reduced Drawings nay be obtained at the office of
the Engineer for the Cost of reproduction,
3 . TYPE OF PROPOSAL
Uti1T PRICE
nnen the Proposal for the stork Is to Le submitted on a unit price
basis, unit price Proposals will be accepted on all Items of worK
set forth In the Proposal, except those designated to be paid for
as a lump sum. The estimate of quantities of worK to be done is
tabulated in the Proposal and, although stated with as much
accuracy as possible, is epProximate only and 1s assumed solely
for the basis of calculation upon which the award of contract
shall be made, Payment to the Contractor will be made on the
measurement of the work actually Performed by the Contractor as
specified In the Contract Documents. The Owner reserves the right
to Increase or diminish the amount of any class of work as may be
deemed necessary, unless otherwise specified in the SUPPLEMENTARY
CONDITIONS.
3. LUMP SUM
When the Proposal fo.' the work is to be Submitted on a lump sum
7asis, a single lump sum price shall be submitted In the
appropriate place. The total amount t0 be paid the Contractor
shall be the amount of the lump sum Prbpcsal as adjusted for
additions or deletions resulting from changes in construction.
The Bidder shall furnish, In the space provided in the Proposal, a
oreakdown of his lump Sum bid.
LUMP SUM WITH EQUIPMENT SELECTED BY OWNER
When the Proposal for tee worx Is to be .Obmttted on a lump sum
basis •with equipment to be selected by the Owner, a lump sum price
shall be submitted in the appropriate place and separate price
Proposals shall be submitted for listed items of equipment as
produced by different manufacturers and shall include the cost of
Installation. The lump sum Proposal shall not include theme
listed items or cost of their Installation. The total amount to
be paid the Contractor shall Incline the Price bid for the listed
Stems of equipment to he furnished as selected by the Owner, plus
the amount of the lump sum Proposal, as adjusted for additions and
deletions resulting from changes in construction. Bidder shall
Provide a breakdow❑ o`, the lump sum as specified hereinbefore
"nder LU!P SUM.
WA Instructions to Bidders
3
It Corporation.
..............
IN wITNESS WNCACO► the undersigned Corporation has caused this ir.stru.r.ent
to be eXeCgted and Its seal affixed by its duly authorized effieers t is
...�✓ day of ... ... ..... .... .... 19 /
all
`•Y YA7fr7'Zet
Sasfe o! Co;potation '
®Y.. / :.::...:. . .::�. . . . . .. . `. . . . .
TItIa. F..-L
..... . . ....... . .
.. . .
attest
� . . . . .:, ' . . . . . . . .
' . . . . . .
Seeceta:y " . . .
• • ♦ • ♦ •
i
I
P to4cxn :
t
SURETY
If trio Bidder is awarded a construction Contract on this Proposal, the
Surety
/whooJ provides the Port3rmance and Payment Bond will be
rsrSWY✓"�`�)�� ?EYhr�L whose address 1s
s[/•)1�.,y.[J...f•+j(��-•(../�f...........�/V•^I/C'••� •4�....................• /W1A
•�...{. :..i4'�.� ..... •.... 0....•...................... .'•'•.........
Straat City State Zip
i
a BIDDER
r
Th name of the Bidder submitting this Proposal is ......... . ...
y� /
''{Iy-/.{J.e ��.pi ..• •............. . . ..... doing business at
Street City State Zip
which is the address to which all communications concerned with this
Proposal and with the Contract shall 00 sent.
The names of the principal officers of too corporation submitting this
Proposal, Or of the PartraraniP, Or Of all DeTstns interested In this
Prop�Sol as princirals are a$ f011Owsi
..(r�:. .. ....................................
Q / '• .a'.. .. ii1.� I11 •............ ..... ..................
tf Solo Proprietor Or Partnershie
.................................
IN WITNESS hereto the undwrsignod has set his (its) hand this ............
day Of ....... ............... .......r 19...
.......................... .................
Signature of Bidder
.. .................... .. ............... ....
Titl•
Proposal
20
t
!fir
TAL80T HILL PIPELINES
SUMMARY OP EXTENDED TOTALS FOR SCHEDULES A THROUGH I
SUM OP EXTENDED TOTALS FOR SCHEDULE A
Estimated Sale/ Tax f•. ..... .. . ....
SUM OF EXTENDED TOTALS FOR SCHEDULE 8 f..:::.........
e Estimated Sales Tax a... ... .... . ...
SUM OF EXTENDED TOTALS FOR SCHEDULE C
Estimated Sales Tax I... . .. ........
SUM OF EXTENDED TOTALS FJR SCHEDULE D s•161, 32�44
Estimated Sales Tax f. .. .... . .... ..
SUM OF EXTENDED TOTALS FOP SCHEDULE E
f timated Sale/ Tax f. . . .
SUM OF EXTENDED TUTALS FOR SCHEDULE P
Estimated Sales Tax f•. .... .... ....
SUM OF EXTENDED TOTALS FOR SCHEDULE G
Estimated Sale/ Tax f......... .....
SUM OF EXTENDED TOTALS FOR SCHEDULE H
Estimated Salta Tax fe.....•.,.....
SUM CP EXTENDED TOTALS FOR SCHEDULE I s..:::008:::...
Estimated Sales Tax /....•...... ..•
SUM OF EXTENDED TOTALS FOR SCHEDULES A THROUGH I
sum 0! Estimated Sales Taxes f..3].'i...469...02.....
Proposal
19
Item Guan. Unit figures Ur.it Price or L.S. (Words) Ext. Total Amt.
.... ..... .... ....... .... ..... .. .... ....... .... ..... ....
SCHEDULE I - 12-INCH WATER
........ . . ....... .....
02221 TRENCH EXC4VATION AND BACKFILL
..... ...... .......... . .........
Trench Excavation and
Selected Native Backlill
11200 LF s. ..?;00 CFIVE DOLLAIZS 6,000.00���
e Imported Granular Material s
for Pipe Base, Pipe Zone,
and Trench Zone Backl111
860 TOMB e....: 60
D1 LA;F CENT. ... .............. ........ e.... ...a.•....
Foundation Stabilisation
12 TONS s......01 ONE CENT .12
0 ......0....... .. ...... .... i.... . .........
15003 DUCTILE IRON PIPE AND CAST IRON FITTINGS
..... ....... .... .... ... .... .... ........
1I•ineh Pipe and fittings
18.00 EIGHTEEN DOLLARS 21,600.00
1,200 LF s...... .......................... I.......I......
" •Inections to
sting Pipelines
2 EA 00�00 ONES HUNDRE080.0 D DOL,LARS. a 200�00�
15150 FIRE HYDRANT ASSEMBLIES
..... .... ....... ..........
Fire Hydrant Assemblies
i 009.00 ONE THOUSAND DOLLARS 2,000.00
2 EA e.i.. .. #.a.... .......... $............. .
15160 VALVES, VALVE BOXES, AND VALVE CHAMBERS
..... ....... ..... ...... ... ..... 0.......
12-ineh Gate Valve
and Valve Box
2 EA $1 600�00 SIX HU NDRED DOLLARS $ 200�00
ego .72
SUM Of EXTENDED TOTALS FOR SCHEDULE I $...31..,.008........
Estimated Sales Tax for
Extended Totals Above s..........
Proposal
Is
• Item Ousn. Unit flvures Unit Price or Logo 1.ords).... ..... ..... ....EXt, Total ....
Sod
630 Sy i.....0 FZVEAI�;O/�000OI,LAR,...... i.•... 3:465.00
.. ..
1500) DUCTILE IRON PIPE AND CAST IRON FITTINGS
..... ....... .... .... ... .... .... ........
12oinch Pipe and Fittings
300 Lf {,....•24.00 . 7
2WESJIY-FOUR DO11ARS �e
..•••,••.••..•.. ...•..... i ,200.00 e
16.ineh Pipe and fittings
310 LF 30.00 THIRTY DOLLARS 9,300.00
...... ..•........I' ll.. ......... {..,•.•....••••
24•lneh Pipe and Fittings
40.00 FORTY DOLFARS 2,400.00
SlOwott Assemblies
1 EA {. 2�0 00 .1410 �HUFDFW FIFTY�.Dp 4ARS.... 1.......25D.00..
Connections to
Existing Pipelines
2 EA {; 000.00 •ONE THOUSAI�,D.Dp,IARS ........ 2000.00
15160 VALVES. VALVE BOXES, AND VALVE CHAMBERS
..... ....... ..... ...... ... ..... ........
17rinch Gate valve
and valve Box
2 EA {• 600.00 ,:IX •f&UND�RED DOLLARS......... 1,200.00
i.....•..,,.. .I
F.UM OF EXTENDED TOTALS FOR SCHEDULE H 43,690.42
Estimated Sales Tax !or
Extended Total$ Above {.....,....
Proposal
17
Stem 0uan. Unit Figures Unit Price or L.S. (Words) Ext. Total Amt.
.... ....... •... .. .. •... ....... . ..M. ....
SCHEDULE H o 12-, 16-, AND 24-INCH WATFR
........ . . .... .... •.. .0..... .....
02221 TRENCH EXCAVATION AND BACKFILL
..... ...... .......... ... ........
Trench Excavation and
selected Native Backlill,
12-inch and 16oinch
water Pipe
10.00 TEN D01J" 6,100.00
610 LF 1...... ...... .................... i..............
Trench Excavation and
Selected Native Backtill,
24-inch water Pipe
12.00 IMMVE DOLLARS 720.00
60 LF t...... .......................... t..............
Imported Granular Material
tor Pipe Base, Pipe Zone,
and Trench Zone Baeklill
530 .01 Orz CENT 5.30
is $.I.... .. ........................ i..............
Foundation Stabilization
0 12 TONS t.....1 .�,......1. 0............. t..........1:. .
02223 HIGHWAY UNDERCRO63ING
..... •...... ............•
Highway Undercross:rg
TEN TtMSAND DOLLARS 10,000.00
LUMP SUM ... ......9......0....0 ............ .. f..............
02616 sURFACE RESTORATION
..... I...... 0..........
Asphalt Concrete Pavement
6.00 SIX DOLLARS 600.00
too dr t...... t.. ......... .. .
Concrete Pavement,
Sidewalks, and Curbs
3 C Y 6,i i0.00 .CFZ HUNDRED
FIFTY
DOLLARS
O LA.�i..,• b..,..r 450.00 .•
Proposal
t6
Item Ouan, Unit Figures Unit Price or L.S. 1Word1) Ext, Total Amt.
.... ....... .... ...
.. .. .... ....... .... ..... ....
15140 WATER SERVICE CONNECTION TRANSFERS
..... ....... .......... .........
Service Connection Transfers
15 EA 1.::0.00 .110 •HUPIDRM TEN DOLWiS.. .... 1..... 3,15 . 00
.... ...
15150 FIRE HYDRANT ASSEMBLIES
....... ..........
e
a Fire Hydrant Assemblies
2 EA /1l.000.00 BONE THOUSAND
...DOLLARS
.s...... •.
2,000.00
.............
15160 VALVES, VALVE BOXES, AND VALVE CHAMBERS
..... ...... ... ..... ........
8-inch Gets valve
and Valve Box
2 EA S.:.'%:O . 1EE.. j11D U•TEEN DD1: . 1..............
63�.00
12-inch Gate Valve
and Valve Box
1 60.8. .SIX Ff i EA •.. WRED D=ARS .1600.00
.......•............ 1....•
SUM OF EXTENDED TOTALS FOR SCHEDULE G 68,861.32
Estimated Sales Tax for
Extended Totals Above
Proposal
is
Item guano Unit Figures Unit Price or L.S. (Words) Ext. Total Amt.
.... ..... .... ....... .... ..... .. .... ....... .... ..... ....
SCHEDULE G - 12-INCH WATER
........ . . ....... .....
02221 TRENCH EXCAVATION AND SACKFILL
..... ...... .......... ... ........
Trench Excavation and
Selected Native Backfill
1,700 LF S...9 00 .jIN. 01H.M... ... ... .. ... .
Imported Granular Material
for Pipe Base, Pipe Zone,
and Trench Zone Backfill
2.1,240 TONS S.....0.1 ..I.E..C:S::.................. .....1...�..
Foundation Stabilization
12 TONS I....01 .�CENT .................. 1....... ..:??..
02616 SURFACE RESTORATION
..... ....... ...........
Asphalt Concrete Pavement
I050 by i....01 ONE....CEW.:.................. i........ .... .
Concrete Pavement#
SideWalks, and Curb$
60 CY 1.... O1 .(k .(�ilii.......... ......0. /.........:.GO..
Gravel Surfacing �7�
' 6Y 1....-Al .�i"..*ifi.................. i..........70..
15003 DUCTILE IRON PIPE AND CAST IRON FITTINGS
..... ..... .... ... .... .... .....
12-inch Pipe and Fittings
10700 LF I i3-oo0 ..w:�:::SEVMo0�... ..... I....:pt900:04..
Connections to
Existing Pipeline$
S EA 1.i iQ 00 �ftRIDRF9riIi...DiO.Ti......
Proposal
14
j
(Nords) Ext. Total Amt.
Item Quan. ... Unit Figural Unit Prix= or L:b��
.... . . .... ....... ...
Connections to
Existing Pipelines 1,200.00
20G.00 TWO HUNURES DOLSARS /..............
6 EA ... ......
/.....0 ...1.0... .I ......
a 15140 HATER SERVICE CONNECTION TRANSFERS
..... ..... ....... .......... .........
8lLv1C! COrtnaction TL4nft6f8 6,510.00
21000 i0TEN OOLIPJ6.. /
31 EA .0089.09............ ..............
15150 FIRE HYDRANT ASSEMBLIES
..... .... ....... .....
Fire !!"dfant Ass"b iaf 4 000.u0
4
EA /i�D00i00 0 ...1HU1�SA�D.D(HSAR�.......• /.....
15160 VALVES. VALVE 80XES. AND VALVE CHAMBERS
..... ...... ... ..... ........
I inch Gate Valve
and Volvo Box 1,260 00
1 f..... .. ..:....
4 EA / 35.00.....• .Tk�'E.......N�..FIF`.1S•I'N•OOSSA�
12.incn Gat! Valve 1 800,00
and Valve BOX
600.00 SIX HUNDRED .....S a.............
3 EA f. . .. ........... ..........
103,280.04
SUM OF EXTENDED TOTALS FOP SCHEDULE F
Estimated Sales Tax LOr
Extended Total/ ADOva /..........
Proposal
13
Item 0uan, Unit figures Unit Price or L.S. (Words) Ext. Total Amt.
.... ..... .... ....... .... ..... .. .... .......
SCHEDULE f 12-INCH WATER
........ . . ....... .....
02221 TRENCH EXCAVATION AND BACKPILL
..... ...... .......... ... ........
Trench Excavation and
Selected Native Backfill
3,000 Lf I...ii5 •.SEi'M. ND 25/100 .LL .RS
a
Imported Granular Material
for Pipe Base, Pipe Zone,
and Trench Zone Baekf111
2,140 TONE /.... 01 .`*....I............... {•......:1:4�..
foundstlon Stabllizatlon
O1 l3STf
24 TONS /•..✓.. .......... ................ {.........ii4..
02616 SURFACE RESTORATION
..... •.....0 ...........
Asphalt Concrete Pavement
01
.........:40
Concrete Pavement,
Sidewalks, and Curbs ryry��7�
{ CY {.ii0.00 W.WM..V.FN rX
.. .. ....
Grsvel Surfacing
O1 OtdE CENT 29.00
2,900 BY $0.1000 .....••••....•..•....••... /...•...a.0.•
15003 DUCTILE IRON PIPE AND CAST IRON FITTINGS
....... .... .... ... .... .... ........
12-1nch Pipe and Fittings
30000 Lf /. .?1.7 .BdNY-CNE 4.ND. 7 �:0O..DMIAM. /.... 65,250.00.
Slowoff Assemblies
1 EA 0. 250 00 .W hX AMMRE FD,7 Dolt RS ...• {• 250.00
r e
Proposal
12
r�Y:
Item Ouan, Unit Figures Unit Price of L.S. (words) Ext, Total Amt.
.... ..... .... ....... .... ..... .. .... ....... .... ..... ....
Connections to
Existing Pipelines
300 00 THFam HUNDRED DOLTARS
300.00
i LA I....:• ....................... ..• I.......
.......
15140 WATER SERVICE CONNECTION TRANSFERS
..... ..... ....... .......... .........
Service Connection Transfers
■
6 EA I.2 i 0.00 TWO �".�R�.HXW TEN DOLiLARS.....• {..... i,260.00.
15160 vALVES� VALVE BOXLS, AND VALVE CHAMBERS
..... ....... ..... ...... ... ..... ........
12-Inch Gate Valve
and Valve Box
1 EA I. 600 00 .SLB....HUfIDFM DOL.SARS..r.....• {.....,,600.00..
FUN OF EXTENDED TOTALS FOR SCHEDULE E 14,838.40
Estimated Sales Tax for
Extended Totals ►bove {, ,,,,,,,,,
.t
Proposal
i1
l�i:�
Item Ouan. Unit Figures Unit Price or L.S. (Words) Ext. Total Amt.
..... .... ....... .... ..... .. .... ....... .... ..... ....
SCHEDULE E - 12-INCH WATER
........ . . ....... .....
02221 TRENCH EXCAVATION AND BACKFILL
..... ...... .......... ... ........
Trench Excavation ane
Selected Native B4ckf111
a 440 LF I...4yB0 „FOUR AND 80/10: DOJ.IRRS...... i..... 21112.00..
Imported Granular Material
for PIPS Baas, PIPS Zone,
and Trench Zone Backfill
325 TONS 8....i01 ,QNEi.all..... ............. i.........i'is..
Foundation Stabilization
12 TONS /....:Oi ,QNE 'CII7T.................. i.........::2
02616 SURFACE RESTORATION
..... ....... ...........
Asphalt Concrete pavement
130 SY i..:%qo .. ... ::............ i.....:V950.00
Concrete Pavement,
S1d0Walki, and Curbs
3 CY 8..8.691 6i�.................. t... . .....
Gravel Surfacing
300 SY $.",.Y1 .4�i t7'Yi.................. i.........:•::..
15003 DUCTILE IRON PIPE AND CAST IRON FITTINGS
..... ....... .... .... ... .... .... ........
12-inch PIPS and Fittings
440 LF /..;9690 •�IFj' ...........• {.....�i�1QQ:, .
Bloraff Assemblies
I EA t.XP64D
Proposal
10
I::r _tea._ . FigQres Unit Price or L.S. (Words) Ext. Total Ant.
... ....... .... ..... .. .... ....... .... ..... ....
15140 WATER SERVI-E CONNECTION TRANSFERS
..... ..... ....... .......... .........
5�rvlce Connection Transfers
is EA t.:10:O0 .TWU h DRED..TEN DO. A ...... t. .. . 3:50.00.
i515o IrIRE HYDRANT ASSEMBLIES
..... .... ..........
Fire Hydrant Asseebliea
a 3 EA 1,000.00 ONE: T40USAND COLLARS 3,000.00
15160 VALVES, VALVE BOXES, AND VALVE CHAMBERS
.... ....... ..... ...... ... ..... ........
6-inch Cate Valve and
Valve Box
( EA t MIT .TWO HUNDRED EIGHTY DOT.IARS ... t 280.00..
t-inch Cate Valve
and Valve Box
2 EA t 315-00 THREE HUNDRM- FIFTEEN DO.IARS 630.00
16-inch Butterfly Valve
and Valve Chamber
1 EA t;,000;00 ..T .7if�...�ISAA.ID...00 LI.A.2.4....... t.....3,000.00
..
16640 CATHODIC PROTECTION
..... ........ ..... .....
Test Stations
2 EA t M;DO .ONE THOUSAND.. DOLLARS t 0....::000.00. .
SUM OF EXTENDED TOTALS FOR SCHEDULE D 161,232.44
Estimated Sales Tax for
Extended Totals Above Soo....,...
Proposal
9
S. TALBOT HILL
AGREEMENTS, PERMITS , EASEMENTS W-599 5
CONTRACTOR/SUBCONTRACTOR `�Y ��
� REPORTING PERIOD
MONTHLY MANPOWER UTILIZATION REPORT : .y . Month: Year:
To be submitted to the City's Pro+ect Goals and Timetables as committed
igi,-mar during the 1st week of following , (l' in Cor,tractor's Affirmative
.uonth while contract is in progress. Prime N'f Action Plan
Cones a:tor is responsible for obtaining and
submitting all Subcontractor Re carts. or per City's Plan 9.1
To; (Read, and location of Cosplionee A$onry Dept-) From, (wane end location of contractor)
,■ This report is required by Executive Order 11246, Section 2U3. Failure to repert can
result in sanctions which include suspension, termination, cancellations or debarment of
contract,
z. y.
Total otal
Mork Hour* of Employment (See footnote) rity numbar mumbe,
w/n of or .:f
claeai a• i. • c. • . e minarli Empby.
xid,- Amer, /elan/ total total
T red• :l'oa� Tote Black ,dian Poetfle aei L+mp:uy- en*
Company'• Rama (Z,C., ,Lon* panic ra1*nd -ale w/h oaa
C
A
Tr
A
Tr
AD
Tr
Cl
AD
Tr
C
A
T
l'
Tr
Ao
Tr
AD
Tr
An
r
T
AD
AU
Tr
7 0 flo a 'a SLF,ture md 71t a g*te fdYred 9. tynr,ne Lcmber
elude Area code)
L
Pev. i1/77 (*Moles G Females, **Minorities i Non-minorities, Page of
7/00 (submLttal Requirerents c City's G0e11.1/34^mtables)
y
CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PUN
Bidder is to indicate by check-mark which of the following statements pertains to this
bid package, and is to sign the certification for that specific statement:
a) It is hereby certified that the bidder is exempt from the City's
Affirmative Action Plan requirements because:
"Average annual employment level is less than eight perawtent employees,
and the total contract amount with no City during the current year is
less than f10,000."
s Company Date
.m
BY:
Title
OR b) It is hereby certified that in approved A:firmative Action Plan is on
file with the City of Renton, and that said Plin specifies goals and
timetables which are valid fr: the current calendar year.
/jE�/ro✓ Le.�sffrcfie.v co i,. -'9-P�
ompanC - D Date^
Title
OR c) 't is hereby certified that an Affirmative Action Plan is supplied with
this Bid Package. Said Plan will be subject to review and approval by
1 the City as a prerequisite to the contract award, and it includes:
1) Present utilization of minorities and females by job classification,
2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action Steps directed at increasing Minority
and Female Utilization.
Company Date
BY: _
Title
OR d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five 'S) working days of receipt of
notification of low-bidder status. Said Plan will be subject to review
and approval by the City as a prerequisite to the contract award, and
it will include:
1) Present utilization of Minorities and Females by Job Classification,
2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action steps directed at increasing Minority
and Female Utilization.
Company at6
BY:
Title
Rua. 9/9/75
CERTIFICATION RE: AS,IGNMENT OF
ANTITRUST CLAIMS TO PURCHASER
TO THE CITY OF RENTON
RENTON, MASHINGTON:
■
Vendor and purchaser recognize that in actual economic practice
overcharges resulting from antitrust violations are in fact
usually borne by the purchaser. Therefore, vendor hereby assigns
to purchaser any and all claims for such overcharges as to goods
and materials purchased in connection with this order or contract,
except as to overcharges resulting from antitrust violations
commencing after the date of the bid, quotation, or other event
establishing the price under this order or contract. In addition,
vendor warrants and represents that each of his suppliers and
subcontractors shall assign any and all such claims to purchaser,
subject to the aforementioned exception.
NOW 0 ro et
�f.v TaN i N°T a! iN u s. rot e
O Bidder at r
/�
Signature o .ut orized Representative s #-r
Date
MINIMUM WAGE AFFIDAVIT FOAM
City of Renton
a ss a
COUNTY OF /'i '
1. the undersigned. having baen duly sworn. deposed. say and certify
that in connection with the pa►farnence of the work of this project.
I will pay each classification of laborer. workagn. or %echsntc
i
&Wloyed in the perforaance of such work; not less than the prevailing
rate of wage or not less than the miriiaue rate of wages as specified
in the principal contract; that I have read the above and foregoing
statement and certificate. know the contents thereof and the
substance as set forth therein is true to mW knowledge and belief.
Subscribed mW sworn to before ate on this /7t1 day of.�i/,,.,__„
. t
Notary u c im and for the 5'tate
of Washington
Residing at
+0k
NON-COLLUSION AFFIDAVIT
STATE OF HASHINGTON )
COUNTY OF , is SS
being duly sworn, deposes and says, that he is the identical person
who submitted the foregoing proposal or bid, and that such ,,id is
genuine and not sham or collusive or made in the interest or on
behalf of any person not therein named, and further, that the
deponent has not directly induced or solicited any other Bidder on
the foregoing work or equipment to put in a sham bid, or any other
oerson or corporation to refrain from bidding, and that deponent has
not in any manner sought by collusion to secure to himself or to any
other person any advantage over other Bidder or Bidders.
SIGN HERE:
_QCV 1fN ! tlN �
O /r/
Subscribed and sworn before me this 1244 day of
,
19
otaN ary Public in and for t e Late of
r
residing at
�I1 a therein.
Rev. 10/80
PARTICIPATION CERTIFICATION:
MINORITY BUSINESS ENTERPRISES (MBE)
and s
WOMBNS' MINORITY BUSINESS ENTERPRISES (WMBE)
.s The Contractor agrees to use his best efforts to carry out a policy in the sward e
of his subcontracts, ageat agreements and procurement contracts to the fullest
extent to utilize minority business enterprises consistent with the efficient
performance of this contract. As used in this ,:ontract, the ten 'Llnority
business on terprime" means a business, at least 50 percent of which is owned by
minority group sambsre or. In the cue of publicly wood businesses, at least
51 percent of the stock of which is owned by minority members. For the purpose
of this de-iaicion, minority group members are Women, Negroes, Spanish Speaking
Surnamed American persons, American Orientals, American Indiana, American
Eskimos and American Aleuts. The City will consider sworn affidavits presented
by subcontractors in advance of contract award as one means of establishing
minority status in accordance with criteria cited above.
To be eligible for award of this contract, the bidder must execute and submit,
as a part of the bid, the following certification which will be dotard a part
of the resulting contract. A bidder's failure to submit this certification
or submission of a false certification shall render his bid nonresponsive.
MINORITY BUSINESS ENTERPRISE CERTIFICATION
Certifies that,.
`lame of 83dder(s)
(a) it (dmair) (does not) intend to sublet a portion of the contract work and
(lame) (has not) taken affirmative action to seek out and consider minority
business enterprises as potential subcontractors.
(b) the contacts made with potential minority business enterprise subcontractors
and the results thereof are listed below. Indicate whether MBE or WHIZ
and identify minority group. (If necessary, use additional sheet.)
MBE Min. Cr. WKIE
1. Cl El
(Nana of Pin, Bid item, Result■ of Comtac u)
2. ❑ ❑
3. ❑ ❑
4. ❑ ❑
5. ❑ ❑
Kr./ma. Wc.0 1 eK ZO has been designated as
the liaison officer for the administration of the minority business enterprise
program for this fin.
'J
e
_CERTIFICATION OF k'�JAL LMPLOYMEN'f OPPORTUNITY REPORT
Certification with regard to the Performance of Previous Contracts or Sub-
contracts subject to the Equal Opportunity Clause and the filing of Required
Reports.
The bidder X , proposed subcontractor hereby certifies that he has ✓
Lts not _,participated in a previous contract or subcontract subject to Me
equal opportunity clause, as required by Executive Orders 10925, 11114 or
e 11246, and that he has / , has not , filed with the Joint Reporting a
Committee the Director UT-the Office -o"ederal Contract Compliance, a Federal
Government contracting or administering agency, or the former President's
Committee on Equal Employment Opportunity, all reports due under the applicable
filing requirements.
R fro'fo O�.' a is /e
Ompany
BY:
s 7Tit e
Date:
Note: The above certification is required by the Equal Lmployment Opportunity
Regulations of the Secretary of Labor (al CFR 60-1.7 (b) (1) , and must be
submitted by bidders and proposed subcontractors only in connection with
contracts and subcontracts which are subject to the equal opportunity clause.
Contracts and subcontracts which are exempt from the equal opportunity clause
are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of
$10,000 or under are exempt.!
Currently, Standard Form 100 (EEO-1) is the only report required by the
Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a
previous contract or subcontract subject to the Executive Orders and have not
filed the regiired reports should note that 41 CFR 60-1.7 (b) (i) prevents
the award of contracts and subcontracts unless such contractor submits a
report. .overing the deliquent period or such uther period specified by the
Federal Highways Administration or by the Director, Office of Federal Contract
Compliance, U.S. Department of Labor.
{
C[gT1ftCATt Ob by ►p►obiD CUMTaACTOa, SUSCUgTRACTOn An, "Pri"EM 0EGAl1UING EQUAL tM►Uiy MEMr O►pObyhelTM
• /'�A/Tons
�TitiTAY--.--
IMSTWUCtIUWS
This
Ion
regulations
ations cr provide
it"at pYracsst to federal Lrccut,va order III"{. The iel+lamenting rules and
nqu seeplie provldo that any bidder or prOapattivt contractor, or any of th*lr propowed sueeontracnn
and icipllert, oheil 0rtats ee an ,nitral Part Of the bid or n000t/pdone of the contract use tntr it nse
Participated ipeted la Oy pnrlOw o"erect Or Subcontract auOlact CO end pwl oppottunity <1 a'esi led, if
so, whether it hae filed All eamp11aM0 reports due 'suer to the ","tractions.pportu
The
city as implemented
d baspted tsaclut foe 1140 under data Of U'Ma 1, a14O, smsndl
Policy,'
to promst�suafford w 'A!lllmstlw Aatlas ►rOgrms• therein "ending the poi/Cy o/•thelr ►Cl city iof
Opportunitybased sews treatment end ssrvloA to all of tl Nna and co paltry of the
rcito
national Origin, N Ylllty led fl tnara to Uf persons regardless of race, creed, color, Othoiclty,
Nritei status.' TYbii the press of a nag-fob-r*14ted physical, onnacry or sontal handleap, Asa Or
conducting bw1NN with USA, City lat Sonttag Moss llntt'telahel�e[l/n�eM�oubtractors &Rod suppliers
and Policies. The Ofaremrsltiam d provisions shell net *pply to contracts or a oraOti Cep
a0 Vclal eupppplLss N rev matsrlala oz firms or org"Isatlone with lose than eight Subcontracts fee eoaneard
r
one sets Of logo then 010,000 business par ann'Y with the city. eW10ytN or Ib
When the Contracmsf/pub*"tros"s/S'ppll*r (horolnartgr relerrrd A AS the Cant
racrer) IS
ro nilred by
the City of Eggs" toSubmit am Afflrmstlw Action plan, the einimms acceptable pracentp0 of minority
Tl
emplotYmsaR Will be that percentage which 1s currently listed in •AppMls I• (City of Renton Goals and
netac less lA the published City Of Eg ma
ntes Afflrttv6 Action eroer*m, i.e. e.10. This Program it
available fee review At the municipal building.
Contract h
Tut 'Contracted contrester therefore Cov*"nt*, stipulates and WOMS that during the performance or
this e will ActOlaart"AntO Against snY person in hiring promst I", discharging, compon-
'atMg Or Any Other term Oz Condition of omploymOnt. by reason or auah the fill cgtpotlos listed is pare, I &bow. psnen'a aucW, reference
Contractor further pgrNs that he will take Afflrafativt and continWas action to insure full map net
with ouch po11CY and ►segcr In all rupacta; it being Strictly undorataod And Agreed that failure to
comply With any of the terms Of Old provisions shall be and constitute a notarial breach of this
ontract.
-Ontrectot shall, upon request and/or As soon as possible thereafter, furnA*h unto the City Any and al,
nformatlOn p J reports required by the City t0 detsemino whether full combllenco as peon Moe DY the
eont.aetor rat, *did polity And program And �ontrsctor will pewit seesss to nit gooks, ene"do and
atcounta by Uo City for the purpose of iLwaltigAtion to 4scOltain Such compliance.
Contreeto/ further ec4nOWledgN that he has received a true and complete copy of the Ctty.s 'fur
►ractlCea policy.-
CERTIFICATION By, COMTAACM/b ar SUWOMTa4croa _ or SU►►Lipp
NAM, ,QfNfON fn
AODbbbbr /ec Oi O,tfry lee
AS/ESSMATIVq, or
TITLE,
TITLE, P/fl e r _ rpm, �71 I. Cunt rap for/lubcon t ractW rZm plimr has Mrtleipoted in •to the Equal opport preslert a"trAOt or
tYbeOntn<t wDla<C wlty Clause, �y4a —ne
I. Compliance reports were 'Nulled CON
—yea ereO filled in a" NN
nei with Stich cOmt/OSS ems subcontract:
_Ege
1. Contractor/subcontractor,s'ppller has filed 411 COMp1t4M" sap'" due orb/ application
instructions, 4-yps __ no
4. If Answer to it= 7 la -ga-1 Rieman **plain 1n doteiL me reveres *the of Shia ea/talletti".
C[ATIFICATIOIi, The information a60" is true and COWL*" to the beet Of my bnnriad" and belief.
Z.
pe O O igner p AAN typ ms w
EgVLOWed by City A'therpty, Oates
Aar. n/14/110 ----_.
9n1151T "A"
CITY Or HENTOR
SUMMARY UP PAIR PRACTICES VULICY
AUOPTID BY RESOLUTION N0. 2340
The policy of the City of Renton is to promote and afford equal
treatment and service to all oiti•ene and to assure equal employ-
wsnt opportunity to 'I persons regardless of race; creed; oolar;
ethntoity; national .gin; sas, the preeenos of a non-job-related
Physical, sensory, or mental handicap; age; or marital status.
This policy shall be baud on the prinoipies of equal employment N
s opportunity and affirmative action guidelines as set forth in
federal, state and Foal lace. All departments of the City of
Renton shall adhere to the following guidelines:
(1) EMPLOYMENT PRACTICES - All activities relating to employ-
ment suchas rearu twent, selection, promotion, termination
and training Shall be ccnduoted in a non-discriminatory
manner. Personnel decisions will be based on individual
performance, staffing requirements, and in accordance
with goosrntng Civil Service Laws and the agreement
between the City of Renton and the Washington State
Council of County and city Ewployses.
(E) COOPERATION WITH HUMAN RIGHTS ORGANIZA TIONS - The City of
•nton w cooperate u y cast a organ cation• and
commission• organised to promote fair practices and equal
opportunity in employment.
(J) APPIRMATIVI ACTION PROGRAM - The City of Renton Affirmative
Action ropram w • ma ntat mad to facilitate equitable
rspres•ntation within the City workforce and to assure
equal employment opportunity to all. It shall be the
rssponsibili ty and duty of all City officials and employees
to carry out the polia:es, guidelines and corrective
measure* as cat forth by this program. Corrective
employment prngrams may be established by the Mayor on
the recommendation of an Affirmative Action Committee for
those departments in which a Protected 014es of employee#
is under-represented.
U CONTRACTORS' JBLIGATION - Contractors, subcontractors and
eupp •rs con uottng urines• with the City of Renton
•hall affirm and subscribe to the fair Practices and Non-
Discrimination poZioies set forth by lag and in the
Affirmative Av:ion Program.
Copies of this Policy shall be distributed to all City employees,
shall appear in all operational documentation of the City, including
bid call*, and shalt be Prominently di s p I
iyad in appropriate City
facilities.
CONCURRID IN by the City Council of .he City of Renton, Washington,
this led day of hies IEev.
CITY OP RINTON: RENTON CITY COUNCIL:
Mayor Council Prsstdsnt
Attest:
Issumds July 10, 1971
sevissd: ►ebtvmry 9, 1976
Rovieed: Junin S, 1990
tY er
4
PART 2
CITY OF RENTON FORMS
STATE OF WASIUNGTON
DEPARTIP.F;NT OF LABOR AND iNDUSTRIF'S
AFFIDAVIT OF WAGES PAID
On Public Works Contract
Awarding Agency—___..--- _
Contract
Date Contract Awarded.._ --..
County in Which Work Performed_— _
Location within County__
STATE DI WASHINCroN
COUNTY or
�a.
In cor,, ante with RCW 39.12.040 1, the undersigned, being a duly authorized representative of
-------- ICovtnaYar ar aauaoay.cLrl ----Lca�rar�—'—'-- -----
do hereby certify that in connection with the performance of work on the public works project above
described for the period ending._—._.-._.. _...__._._ ..._.._... , 19 __ ..... , the following rates per hour for
each classification of laborers, workmen and mechanics have been paid and no laborer, workman or
mechanic employed upon such work has been paid less than the prevailing rate of wage as determined
by the Department of Labor and Industries as specified in the principal contract.
WAS A STATEMENT OF INTENT FILED?---.A-.--
List below each craft employed by you and the hourly rate and fringe benefits paid. In addition, if appren-
tices have been employed, list their names and/or registration numbers and their stage of advancement.
Classification of Labor Rate of Fringe
Hourly Pay Benefits Paid
Nora. Attach Addltioaal Sheets as Needed.
lc<maaer Nanal
Subscribed and sworn to before me By _- -� —'--'"--(nu.)
this_ day
19___
Nolery Public iw end for the State of wuhlnptaa,
rerldinr In weehinetaa
TT,Ie spare re%er M for Director's cert.ecatloe.
INSTRUCTIONS:
1. Pursuant to RCW 39 12.040 copies of this form must be completed by the contractor and each of his sub-
contractors.
2. Complete this form in duplicate and have it notarized.
3. Submit this form for certification to: Industrial Relations Division, Department Labor ar.d Industries,
General Administration Building, Olympia, Washington 98501
4. File a certified copy with the Awarding Agency,
CONTRACTORS ARE RESP014SIBLE FOR OBTAINING AND FILING AFFIDAVITS of th•s SUB-
CONTRACTORS. This is required by law and payments can not lawfully be made until such affidavits
are filed.
GMV AIVERICAIN INSURANCE CoMIPAINY
The number al persons suthonzed by
this pOent of attorney a not Mon than
FI I/E NO 0 1�.645
POWEROFATTORNEY
KNOW ALL MEN IY THESE PRESENTS That the GREAT A,MERICAN INSURANCE COMPANY acorpontion organized and
below I under and w nrt'f hh the laws of the State of Otuo,does hereby nominate..omLtute and appoint 09 person or persons named
below m true and Jarful rtonneyirn•fact,fora and m m name,place and stead m execute in behalf of the said Company,as surety.my and
All bands,undertakings and contracts of suttyship.Or other wntten obliganom,.in the,ufure thereof:Provided'hat the liability of[he and
Company On any such bond.undi nalung or contract of suretyship executed under'hd authority dad not exceed the limn sated below.
Name 1
Addrea limit of Power
%f.j. J. CAIIRRS ALL OF
Y.J. RYLL SFATTLE, 'WASHINGTON ALL
RICHARD L. NICBOLSON '.N1.11MIT£D
PATRICIA 1. JOHANSON
.TOHN T. MCGOVERN
This Power of Attomey revokes ail previous powers issued in behalf of the attom"'lln-fa.t named above.
IN WI-MESS WHEREOF the GREAT A.MERICAN INSURANCE COMPANY has,aumd these presents to be signed and attested by
.is appropmte officers and its corporate seal hereunto affixed this 19th day Of Juna 9
Attest 80
GREATAMERICAN INSURANCE COMPANY
STATE OF OHIO.COLNTY OF HA-MILTON -is.
On that 19th day of June a 1980 hefore me personally appeared ROBERT M.SCHUDER.to me
known,being duly swum,deposes and says that he resided in Cincinnati.Ohio.that he u the Vice Resident of the Great American Insurance
Company,the Company described m ana wtuch executed the above instrument:that he knows the seal:that a was W affixed by authonty of
ha office under the By-Laws of satd Company,and that he signed his name thereto by like authority.
This POwat of Attorney is granted by authority of the following resolutions adopted by the Board Of Directors of Great
Amenpn Insurance Company by unanimous written consent dated August
RESOL VED Thor the Pnadenr.:he aeyeng Vice/brrdemt dnd n :atamt V+ce Arndena.orally one of them, be and hetrmy u
mthonred, tmm ionise to tame- to appomr one sir more Atrornayt-In•Facr to erectile in behalf of the Company, a sure" any bods, umtenakpegs and conrnsrn of nuezvshrp, or other wntten ob/igotaona in the hat"" thereof to prescribe their mirperil Juan and ad
n
and the rrtpecrava limas of rhea ararhonly.and to revoke any such appo,mmamr at any rtme
RFSOL VED FURTHER: Than the Ctm)xmr red and the rtanarW[of any of the aloramd ofllcen may be affixed by facumde
to any power of atromeY of cernPcate of either even for the execution of any bond, underrating,compact or Werythip, or Other
mafrten obaaganon in the Mane thereof, rush np red-hem and re when to used bevy hereby adopted by the Company as tha ongaml
nagrsertire of such officer and the onannd aed of the Company.to bo veld and binding upon the Company with the lame/orte and effect
a though msnruday afflred
CERTIFICATION
I. W. R. Bnly,Secreury of the Great Amnon Insurance Company,do hereby certify that the foregoing Power of Attorney,and
the Resolutions of the Board of Dtrecton of August '0, 1919 have not been revomed and are now!n full force and effect.
Signed and sealed the /kyll day Of 1,74& . 19 ,y^i
At
GREAT fVvERICAN INSUMANCE CAMP}WY
OHIO
Bond Yu
RID BOND
Approved by The American Institute of Architects,
.t l A.Document No, A 310 February 1970 Edition
� s
\OW ALL,MEN BY THLSE PRESENTS.chat -me
aenton Construction Co., Inc.
as Principal.hereinaftr called the Principal,
and the GREAT AMERICAN' INSURANCE COMPANY,a corilwation duty organized under i'x laws of the State of
Ohio, with Administrative Offices at 580 Walnut Street. Cincinnati, Ohm 45202. es Surely, hereinafter called the
Sooty.are held firmly bound unto_ City of Renton
.. es Obligee,hereinafter celled the Obligee.
.:.the sum of 51. of total amount bid ry�liars
59, of total rasasssq Af1he pay mein of which sum well and truly to be made.and the said Principal and the
ciid Surety. bind our-'elves.our heirs.eve.utors.administrators.successors and assigns,jointly and severally,firmly by
.hex::presents.
WHEREAS,the Principal Is-s subm lcd a bid tot Talbot Hill Pipe Linea Schedula A through
I
NOW. THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a
"ontract with the Obligee in accordance with the terms of such bid,and give such bond or bonds as may be specified in
the bidding or Contract Documents with good and sufficant surely for the faithful performance of such Contract and
.'or the prompt payment of labor and material furnished in the prosecution thereof.or in the event of the failure of the
hurcipal to enter such Contract and give such bond or bonds.if the Principal shall pay to the Obligee the difference not
to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee
.nay in good faith contract with another party to perform the Work covered by said bid,then this obligation shall be
JUI!and void,otherwise to remsm in full force and affect.
Trained and scaled thi;._._..-.. 18th da.. of FebrtAri 1t 81
dct prewrIct If! f .nton Consttvetion Co., Inc. (Sea[)
lAinnyallj� `/,
(Tune)
GREAT AMERICAsi INSURANCE COMPANY t Seal)
Surety/
Patrici,' J. Johanson "Y._
%caao--td:r nr+rrm_n iN�a.x.a. Uf n -iroFaet/�—__
PRUV1nED, 40AFVFh, that the conditions of this Obligation shall not apply
to any monev icanea or Advanced to the PRIaCIPAL or to Any subcontractor
or other person lr, rnp Performance of any such VorK.
Signed And sealed this .395h dAv of 44pj'pq,,, , , , , , ,,,, , 1982.
Renton Construction Co., Ittc.
. .. . . ......... ... .... .......(SEAL!
oRIhClPAL
Cheat P.aerlcau T uranea Co rpany, ..
S VRETr
attornev, Fact
Patricia ...f77"' chanson
Approved as Co forms Agent: F ede ick Maurer nc.
'•Y
C. Frederick Maurer
.......... .. ... ... .. . . . . . . . . . . . .
F.-v. 2i79
'•.75 tiImCTDy ?FRFORnAACE ANU PAY4E'1T 8nND
........... ... ....... ....
BOND r,0. 237 28 43
........ .. . . . . . . . . . . . . . . .
A40URr: s 5}4,7�1.8 72. . . . . . . . . . . . . . .
s KNCA ILL LIEN 8Y TPFSE PRESSUTS, that . . .Renton Construction C',�. nc,. . . . .s
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
as PelhCIPAL, a^a , . . . . . . .;peat.Am rican.rnsuren,o Comeany. . . . . . . . . . . . . . . .
.. .. .. . . . . .. . . .... . . .. .. .. . . .. . . . .. . . . . . ... . . .. ... . . . . . .. ... . . . .
a eerpora[iCn, duly authorized Lo do a goner Jl surety Dual ness Sn
�ashlnntor, as SUP01, are Jointly and severally held and oourd unto
Fento
. . . . . . . . oi. . . . . . . . .. . . . . . . . . . . ... .... ..... . .. . . . . . . . . . . . . . .. . . . . .. ... .
. . . . . . . ... .. . . . . . . . . . . . . . . . . . .. .. .. ... ..... . ... . . . . . . . . . . . . . . . . . . . .. ... .I
the JRLICFE hereir , In tqe s7m of Six.Hundred.Fourteen Thgusand.Two lippq;,d. ...
Twenty Ei� and 72/100-- -- ----_•______ _ -- _--- __
for the ;a,Tent Of wlich we p1nA ourselves, our WS t our peirst, A xecitor
xecatoa,
admintstrAtnrs, successor%, an0 esslgns, lointly and se erally, ftrmly by
these presents.
This bond is eAecvted In oursudnce of Chapter 39.0b, Revised Code of
dashington,
THE COUDiTIUN OF Td1S UALT6ATIUN TS SUCH THAT:
AHLOLAS, . Menton Consttucti4n Co.- iric�. . . . . ... ... . . . ... ..... . ...... . ... . . .
the PRINCIkAL entered ihtO A certain Contract With .Git% ,of.ggr"n. . . ... . . .
.... ... ..... . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
for . Tslbo[ Hill Pipelines `rhedulI! A $h;y Z . . . . . . . . ... . . . . ..
.. . . . ..... .. .. .. ... .. . . . . . ... .. .. . . . . . . . . .. .. . . . . . . . . . . . . . . . . .. . . . . . . . .. .
IN 0IT,.F5S:
NOA, ThFk.FFhFF, it the PRTVCIPAL sl.All faithfully perform all the
provisions of SI:ch Contract for the dnratfon thereof, including the 1-year
guarantee FertOd, en] pay all lan�rers, TeChahlCs, sJbcontractors,
matertalx.en, And All persons wnn snail sur.ply such work, then this
obll4Atlon is void; otherwise to remain to full force and effect.
4A n 6 P Bone
+A
It business is an INDIVIDUAL PROPRIEropsmip, the name of the owner should
appear followed by d/b/a/ and name of the company,
•
a
Contract
3
It Is agreedShall
the time 11a C�or comph.tio, of the COnt act, based upon the
Proposer. Sna11 De the 6 �
AB.CA .F.Qc:,�, ,, and iniday �tp
.�4.. efy a! 19.E !or senfdules
SChfdulf N. •• L An a... 19*13 for
In the event that the Contractor Shall fall t0 complete the work within
Particularly at ly limit
sfi[lertn extended
CentraeteDocuBents, liquidated demagog Shall
agreed complete es more
wo
exciue.aainthteof $3300 Per day, Sundays and legal holidays shall be
determining days In default,
IN or snd6 WHEIkEott:gtt/, the City Me caused the#* Presents to be Signed b
mayor and Attested by its City Clark and the Contractor hag hereunto set e
e his hand and Seal this Y ita
...i.. day e! ...': A.D.. 19«J.
CONTRACTOR
CITY OF PENTTOON
President/Partner/Ocher
MA "
ATTESTr
.. �"Clark.r��(��" ",p"�'
City '• •..��
d/b/a RENTON CONSTRUCTION CO. , INC.
/arm Name
Individual .... Partnership ....
Corporation .,i. a .,,,,,,,,i Corporation
;;;;; ;; incorporation
ncorporation
APPrOr"d as to rots '
a ,
..11...........b ............
ACtOrney
I! business IS a CORPORATION, name Of the corporation Should be listed in
lull end both President and secretary must sign by contract, cte
signature is Permitted by Corporation by_lawl OR !t, a copy O! the an It shall
be furnished to the city and made a -rt of the Contract documents,
If business is a PARTNERSHIP, full name Of each Partner should be listed
followed by d/b/s (doing business aal And firm or trade nag*, any one
partner may sign the contract.
Contract
t
CONTRACT
This Contract, made and entered into this .}, ,~day of M A,yj 4,.,
19.$l, by and between the City Of Renton, Washington, r municipal
corporation of the State of Washington, hereinafter i-Led the "Owner",
RENTON CONSTRUCTION COMPANY, INC.
and • ...... .. ......... r........,. .,.. ..... .. . ... ....... ... . ... .. . . .... . .
ia . . . . . .. . . . . . . .. .. . .. .. . . . .. . . .. .. .. .. . .. .. . .. . . .. .. . . . .. . . . .... . . .. . .. .. .
I ie
Of . . .... .... .. ..... . ... .. .. . .... .... ... ... ... ... .. . . .. . . ... ... . .. . . ......
hereinafter Called trio "Contractor"I
WITNESSETHI
The Contractor, in cOnalderation of the sum to be paid him by the Owner
and Of the Covenants and agreements Mersin contained, hereby agrees at his
own Proper Cost and expense to do all the work and furnish all the
materials, tools, labor* and all appliances, machinery, end appurtenances
for the Talbot Hill PiPelinal to the extent of the Proposal made by the
Contractor, for SCnedulet . . . . . . . .. .I .. . ... ... . . dated the . day Of
. . . . . ... . . . . . . . . .. . . 19. . ., all In full compliance with the Contract
Documents referred t0 herein.
The BIDDING PEGUIREMENTS, including the signed copy Of the Proposal, toll
CITY OF RENTON FOFMS, the CONTRACT FORMS, the CONDITIONS OF THE CONTRACT,
the SPECIFICATIONS, and the DRAWINGS, which Consist Of 13 sheets entitled
"Talbot Hill Plpellnes, Schedules A through I," Drawing No. 513631.A1,
dated June 1980, are hereby referred to and by reference made a part Of
this Contract at fully and Completely as if the same were fully set forth
Mersin and are mutually cooperative therewith.
In consideration Of the performance Of the work as set forth In these
Contract Documents, the Owner &groat to pay to the Contractor the amount
bid in the Proposal as ad3Usted In accordance with the Contract Documents,
or as otherwise hareln provided, and to make such payments in the manner
and at the times provided in the Contract Documents.
The Contractor agrees t0 Complete the work within the time specified
herein and to accept as full Payment hareundtr the amounts computed as
determined by the Contract Documents and baled an the said Proposal.
The Contractor agrees to remedy all defects appearin0 in the work Or
developing In the materials furnished and the workmanship performed Urder
this Contract for a ptrIod Of 1 year after the date Of acceptance of the
worK by the Owner, And further agrees to Indemnify and save the Owner
harmless from any Costs encountered in remedying Such defects.
The total amount for this Contract is Six Hundred Fourteen Thousand,
Two Hundred Twenty-eight and 72/100 ($614, 228. 72) . Payment will be
made as stated in the GENERAL CONDITIONS of this Contract Document.
Contract
1
A
p 03
O
PART 3
CONTRACT FORMS
PERMITS REQUIRED FOR THE PROJECT - Continued
ENVIRONMENTAL PROTECTION AGENCY
Title 40 Cha ter Ic Part 61 : Requires that the Environmental
rotect on gency a notz ze 5 days prior to the demolition of
any structure containing asbestos material (excluding residential
structures having fewer than 5 dwelling units) .
The above requirements will be applicable only where called for on the various road projects. a
,a
Copies of these permits, ordinances, laws, and resolutions are
available for inspection at the Office of the Director of Public
Works, 900 King County Administration Building, Seattle,
Washington, 98104. It shall be the responsibility of the Con-
tractor to familiarize himself with all requirements therein.
All costs resulting therefrom shall be included in the Bid Prices
and no additional compensation shall be made.
All permits will be available at construction site.
-S-
PERMITS REQUIRED FOR THE PROJECT - Continued
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
R.C.W. 76.04 . 150: Requires burning permit for all fires except
or small outdoor fires for recreational purposes or yard debris
disposal. Also the Department of Natural Resources reserves the
right to restrict burning under the provisions of R.C.W. 76.04. 150,
76.04. 170, 76.04. 180, and 70.94 due to exteme Eire weather or to
prevent restriction of visibility and excessive air pollution.
• a
R.C.W. 76.08. 030: Cutting permit required before cutting merchant-
able tir .er.
A.C.W. 76.08. 275; Operating permit required before operating
power quipment in dead or down timber.
R.C.W. 78,44 .080: Requires permit for any surface mining opera-
tion (including sand, gravel , stone, and earth from borrow pits) .
UNITED STATES ARMY CORPS OF ENGINEERS
Section 10 of River and Harbor Act of March 3 1899: Requires
permit for construction of er t an ri gea, see S. Coast
Guard administered permits) on navigable waters (King County
Department of Public Works will obtain) .
FIRE PROTECTION DISTRICT
R.C.W. 52 .28. 010 52. 28. 020 52.28 .030 52. 28.040 52. 28.050:
Ir vi es auf ority or, requirements o an pens ties for failure
to secure a fire permit for building an open fire within a fire
protection district.
UNITED STATES COAST GUARD
Section 9 of River and Harbor Act of March 3 1899 General P.rid e
Act o Marc an eneral ri ge Art o as amen e
u ust elf—qu es a permitfor construction o ri ge on
naviga a waters (King County Department of Public Works will
obtain) . King County Department of Public Works will comply with
Pertinent sections of the following laws while securing the afore-
mentioned permit : Section 4(f) of Department of Transportation
Act, National Environmental Policy Act of 1969, Water Quality
Improvement Act of 1970.
PUGET SOUND AIR POLLUTION CONTROL AGENCY
Section 9.02(d) (2) (iii) of Re ulation I : Request for verifica-
tion off' popu atton ensity. ontractor should be sure his opera-
tions are in compliance with Regulation I , particularly Section
9.02 (outdoor fires) , Section 9.04 (particulate matter- -dust) ,
and Section 9. 15 (preventing particulate matter from becoming
airborne) .
-4-
�X
PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS:
KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION
pKin Count Resolution No. 25789 requires an unclassified use
ermit or 1 iTI'nQI quarrying including borrow pits and associ-
ated activities such as asphalt plants, rock crushers) and
refuse disposal sites and provides for land reclamation subse.
quent to these activities, n copy is available at the Department
of Public Works or Building and Land Development Division.
Shoreline Managgement Act 1971 requires a permit for construction a
a on Late s oreilnes. ermit acquired by Public Works and reviewed
by Building and Land Development Division.
Kim County Ordinance No. 1488 requires permit for grading, land
t s, grave pits, umping, quarrying and mining operations
except on County right-of-way. Review by Building and Land Develop-
ment Division.
WASHINGTON STATE DEPARTMENT OF FISHERIES AND• GM"E
Cha ter 112 Laws of 1949: Requires hydraulics permit on certain
Projects. (King County apartment of Public Works will obtain. )
WASHINGTON STATE DEPARTMENT OF ECOLOGY
W.A.C. 173-220: Requires a National Pollutant Discharge Elimination
3`Y_st_eT7RVDM permit before discharge of pollutants from a point
source into the navigable waters of the State of Washington.
W.A.C. 312-11: Permit to discharge commercial or industrial waste
waters into State surface or ground water (such as gravel washing ,
Pit operations , or any operation which results in a discharge
which contains turbidity. )
W.A.C. 508- 12- i!!0: Requires permit to use surface water.
W.A.C. 508-12-190: Requires that changes to permits for water use e rev3e ;,d by the Department of Ecology whenever it is desired
to change the purpose of use, the place of use, the point of
withdrawal and/or the diversion of water.
W.A.C. 508-12-220: Requires permit to use ground water.
W.A.C. 508-12-260: Requires permit to construct reservoir for
water storage.
W.A.C. 508-12-280: Requires permit to construct storage dam.
W.A.C. 508-60: Requires permit to construct in State flood
contro zone. King County Public Works secures one for design.
Contractor secures one for his operation (false work design, etc. ) .
-3-
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
R.C.W. 76.04. 370: Provides for abatement of additional fire Naz-
ar (lands upon which there is forest debris) and extreme fire
hazard (areas of additional fire hazard near building, roads,
campgrounds , and school grounds) . The owner and/or person respons-
ible is fully liable in the event a fire starts or spreads on
property on which an extreme fire hazard exists.
R.C.W. 76. 04. 010: Defines terms relating to the suppression or
a atement o orest fires or forest fire conditions.
R.C.W. 70.94.660: Provides for issuance of burning permits for
abating or prevention of forest fire hazards, instruction or a
silvicultural operations .
R.C.W. 76. 04. 310: Stipulates that everyone clearing land or
c earing rig t-of-way shall pile and burn or dispose of by other
satisfactory means, all forest debris cut thereon, as rapidly as
the clearing or cutting progresses , or at such other times as the
department may specify, and in compliance with the law requiring
burning permits.
R.C.W. 78.44 : Laws governing surface mining (including sand,
gravel, stone, and earth from borrow pits) which provide for fees
and permits , plan or operation, reclamation plan, bonding , and
inspection of operations.
W.A.C. 332-18 : Delineates a' 1 requirements for surface mined
land reclamation.
W.A.C. 332-24 : Codifies requirements of R.C.W. 76.04 pertaining
to land clearing and burning.
U. S. ARMY CORPS OF ENGINEERS
Section 1 of the River and Harbor Act of June 13, 1902 : Author-
izes Secretary of Army and Coros of Engin-e—ers to Issue permits to
any persons or corporation desiring to improve any navigable
river at their own expense and risk upon approval of the plans and
specifications.
Section 404 of the Federal Water Follution Control Act (PL9Z- S00
tat. ut orizes t o erretary o r e rmy, acting
through t a orpa of Engineers, to issue permits for the discharge
of dredged or fill material into the navigable waters at specified
disposal sites. Permits may be denied if it is determined that such
discharge will have adverse effects on municipal water supplies ,
shell fish beds and fishery areas and wildlife or recreational areas .
MISCELLANEOUS FEDERAL LEGISLATION
Section 13 of the River and harborwAct Ga proved March 3, 1899:
Provides that Ise arge of re usef without a permit Into navigable
waters is prohibited. Violation is punishable by fine. Any citi-
zen may file a complaint with the U. S. Attorney and share a por-
tion of the fire.
-2-
e;r
tw
RE UIREME NTS FOR THE PREVENTION OF ENVIRONMEA'TAL
POL
CES
In accordance with the provisions of Chapter 62, Laws of 1973,
H.B. 621, the Contractor shall secure any permits or licenses
required by, and comply fully with all provisions of the follow-
ing laws, ordinances, and resolutions:
King County Ordinance No. 1527 requires Building and Land
s Development ivision an—d-lTy3raulics Division review of grading
and filling permits and unclassified use permits in flood
hazard areas. Resolution No. 36230 establishes storm drain
design standards to be incorporated into project design stand-
ards to be incorporated into project design by Engineering
Services. Revvew by Hydraulics Division.
Kiu_222nty Ordinance No. 800 No. 900 No. 1006 and Resolution
o' L. o. an o. 2 contained
in ing Lounty ° e tt es -n are
osi-
tion of refuse and litter in a licensed disposal nsite rand spro-
vide penalties for failure to comply. Review by Division of
Solid Waste.
Pu et Sound Air Pollution Control A enc Re ulation I : A regu-
ation to contro t e emtsston air contaminants from all
sources within the jurisdiction of the Puget Sound Air Pollution
Control Agency (King, Pierce, Snohomish, and Kitsap Counties) in
accordance with the Washington Clean Air Act, R.C.W. 70. 94.
WASHINGTON STATE DEPARTMENT OF ECOLOGY
W.A.C. 18-02: Requires operators of stationary sources of air
contaminants to maintain records of emissions, periodically re-
port to the State information concerning these emissions from
his operations , and to make such information available to the
public. See Puget Sound Pollution Control Agency Regulation I.
R.C.W. 90.08 : Enacted to maintain the highest possible standards
to ensure the purity of all water of the State consistent with
public heal*y and public enjoyment thereof, the propagation and
protecting of wildlife, birds, game, fish, and other aquatic
life, and the industrial development of the State , and to that
and require the use of all known available and reasonab.e methods
by industries and others to prevent and control the poll"tion of
the waters of the State of Washington. It is unlawful to throw,
drain, run or otherwise discharge into any of the water of this
State any organic or inorganic matter that shall cause or tend
to cause pollution of such waters. The law also provides for
civil penalties of S5 000/day for each violation.
R.C.W. 70.95: Establishes uniform statewide program for handling
so—Ti�astes which will prevent land, air and water pollution.
Makes it unlawful to dump or deposit solid wastes onto or under
the surface of the ground or into the waters of this State except
at a solid waste disposal site for which there is a valid permit.
CITY OF RENTON
INSTRUCTIONS FOR E.E.O. CONTRACT COMPLIANCE REPORTING
(Ref: Title VI Civil Rights Act; Executive Order 11245,
and City Resolution 2340)
■ ■
1. This City of Renton Equal Employment Opportunity Reporting
System will apply to all contracts in excess of $10,000
awarded by the City, except for those contracts which involve
separate State Highway Department or Federal E.E.O. Report
requirements. (See attached Sample Report Form - City of Penton)
2. EEO Reports for each month are to be submitted during the first
week of the following month while a contract is in progress.
Separate Report Forms will be used by the Prime Contractor and
by each Subcontractor. The Prime Contractor is responsible for
obtaining, verifying and submitting the reports relating to
Subcontractor EEO performance. All reports are to be delivered
to the appropriate City Project Engineer, and will be considered
a prerequisite to the processing of Monthly Progress Payments.
S. In the event that a contractor is involved with more than one f
City Contract at a given time, each contract is to be reported
separately. Under no circumstanzes will EEO statistics for
multiple projects be combined.
4. Monitoring of EEO Compliance will he related to the Goals and '
Timetables contained in the Affirmative Action Plan as confirmed
by the Prime Contractor in connection with the bidding process.
(The Prime Contractor should obtain an Affirmative Action Program
from each of the Subcontractors.) When the City's Project Engineer
is not satisfied with the EEO performance on a specific project,
an attempt will first be made to resolve the problem by direct
liaison with the Prime Contractor. If a satisfactory conclusion
is not negotiated, the matter will then be referred to the City's
EEO Officer for further evaluatiin. .4 ten-day "show cause" will
be sent to the Contractor before any further referral of a
problem to the City Affirmative Action Steering Committee, and
possible subsequent action by the City Attorney.
Revised I/8/75
Revised 7/8/80
!:NSTRUCl IONS WOa: FILING EITLOYMEN'T llTILIZA.T ION REPORT (CITY OF RENTON)
The Employment Utilization Report is to be completed by each subject contractor
(both prime and subcontractors) and signed by a responsible official of the
company. The reports are to be filed on the day required, each month, during
the term of the contract, and they shall iiclude the total work-hours worked on
the project for each employee level in each .!esignated trade for the entire reporting
period. The prime contractor shall submit r. report for its work force and shall
collect and submit reports for each subcontractor's work force to the Compliance
Agency that is funding Their construction project.
a P.epor ing Period . . . . . . . . . . . Self-explanatory
Compliance Agency . . . . . . . . . . City of Renton (administering department)
Contractor . . . . . . . . . . . . . any contractor who has a qualifying
cots truction contract with the City of
Rentcc.
1. Company'o Name . . . . . . . . . . Any contractor or subccitractor who has a
qualifying contract.
2. Trade . . . . . . . . . . . . . . Only those craft,: covered under applicable
EEO bid conditions.
Bork-hours of ,Employment . . . . . The total number of hours worked by all
employees in each classification; the total
number of hours worked by each *minority
group in each classification and the total
work-hours for all women.
Classification . . . . . . . . . . The level of accomplishment or status of
the worker in the trade. (C - Craftworker -
Qualified, Ap - Apprentice, Tr . Trainee).
4. Percent of minority work-
hours of total work-hours . . . . The percentage of total minority work-hours
worked of all work-hours worked. (The sum
of columns b, c, d and a divided by column a.)
:i. Total Number of Minority
Employees . . . . . . . . . . . . Number of minority employees working in
contractor's aggregate work force during
reporting period.
'i. eot: l Nwber of Employees . . . . Number of all employees working in contractor's
aggregate work force during reporting period. ,
linority is defined as including Blacks, Hispanics, American Indiana and Asian
and Pacific Islanders - both men and women.
In resolvll-i inronslstencles among two or more sections Of t„e
Contract hocuments, Precedence snap be oivrn in the f03 IOwlna
order!
t . C,J%TOACT
2. SOPPLF.MCNTAMY CUnUITIOLS
3. Iu3Tp11CTI01j6 Tn NIVUEPS
s d. GSNFpAL CVUUITIONA
5. sOr.CIF'ICATI045
n, UP AAIWC6 '
rtiure limensions on Urd01115 shall Late precedence O •sr scale
dimensions, detailed Drawings shall take precedence over general
rrewings,
1Q. ALT✓PAT FINS
rre /wner, without lnvalioA inq the Contract, ,.aY Order crannes in
tr.e worK witnin the 7eneral scope of the Contract by altering,
t 1111 to, or deduCtina from the work, the Contract beini adjusted
Accordinaly. All such work shall be executed under the conditions ,
of the original Contract, except. As srecttiddlly Adjusted at the
time Of ordering such enange.
tr )Ivinq InstructlOnS, the vnf7lneer may Order minor Changes in the
work not Involvina extrA cost and not Inconsistent with the
Purposes of the project, but otherwise, except In an lmer7encV
endan,w ina lite or property, additions or deductions from the worK
shall be rerformed Only it, pursuance of an approved Chdnge Orlef
f[ln the owner, slgnel or countersioned by the Bngimeer, or a
rhAn7e 'rider trnm tre vnaineer stating that the owner nas
au U,orize-o the deluction, Addition, or cNAnne and no rlaie for
Adlltlonal Pd Y'rent small Ce valid unless so ordered.
if the worK is reduce6 hV alt/rAtlons, Surf) action shall not
constitute a claim for la-does rAsel "n loss nt antic_loarel
Prot its.
20. VFpIFICATIUJ': AYD hAPHA%JY
The Contractor shall thoroughly examine and become familiar with
all of the various parts of these Contract Documents and determtne
the nature And location of the work, the general anddJOCffect tme
eonlittons, on, All other matters which can in An a
Y Y
work under this Contract . Failure to mare an examinati � necessary
for this leternlndtlOn snail not release the Contractor from the
OrII1Ation5 of this Contract. Tnt Contractor warrants that no
vertal oireement or CohverS4tlon •wltn any officer, agent, or
enoloyee of the owner, or with the Engineer either nefore or after
the execution Of this Contract., hAS atteCtel Or noditled any Of the
ferns or onligAtions herein contained.
,a r,entrAl Conn" I"ns
k
{ t, pl.Ans (Set nRAdIti,,S)
1A, .SPF,CIttCATt'INS
The term "SpeclfIcmtlons" refers to the ter-$, provisions, and
requirements contained herein, where standard specifications, such
e. those Of As TM, AASUTn, etc., nave peen referred to, the
appliCsole portions of such standard speCifiCAtIons shall hpcome a
Dart of these Contract Documents,
IS. SUf1STANT:AL CnMPLFTION
e "Substant lal comVletlon" $hall he that degree Of Comolet ton of the
protect or a defined portion of the oroiect , sufficient to provide
the Owner, at his discretion, the full-time use of the project or
defined portion Of the prOjeCt fot the puTpOse$ tDT Which It WAS
lntendel.
16. "'Iftx
The word "work" within these Contract noeumehts :hall include all
material, JAhor, tools, and all appliances, machinery,
transportation, and apvurtehances necessary to perform and coo-plete
the Contr4Ct, and surn additional items not spertflcally Indicated
Or .lescr Lbed wniCh Can he reasordoly inferred As belonging to the
iten descrined or lndlcatel and As required by mood practice to
nrovine a complete and satisfactory system or structure. . used
herein, "provide" shall be understood to mean "provide complete
in-place", thAt is, "furnish and Install" .
CWITPACT DnCIiMV 1TS
........ .........
17. It'TtuT OF C(INTNACT Otk ,� F't. ':;
The Contract Uocuments are complementary, and •tat is CAllel for by
one shall be As binding as if Called for ny All. The intent of the
Documents is to include all work (exCeOt 500cifie Stems to no
furnished by the Owner) necessari for Completion Of the ContraCt.
'daterials Or work deseribel in wort$ which to Arplied nave A
well-known technical And trfde meaninq shall be held to refer to
5UCh reCOgniZed standards.
14, DISCREPAnCIFS AND 0'41551nt.S
Any yisCrepancies or Omissions found In the Contract Vocument$
Shall be reported to the Fngineer immediately. The Engineer w171
clarity disCreDanCles Or Om15510ns, in writina, within a reasonable
time.
wA General Conditions
7
h. Ch`:f PACT'ik
The person or per snns, rartmershtp, firm, or cornoration 'r tin enters
into the Contract a.arlod him my the owner.
7. DAtS
unless Otherwise speCiticAlly stated, the term "days" dill he
understood to mean Cate Mar lays.
a, nWA..I^rGS
s The term "Uradings" refers to tme official prawings, profiles,
cross Aectinns, elevations, details, And utner worklni drawings and
supplementary drAwlnas, or reproductions thereot, signed by the
Enrinepr. dhtcn snow the location, rharicter, dlmensions, an'l
detailA of the work to Of performed. DrewingA may either Oe bound
Jr. the same book as the haldhre Of the Contract UOCuments or bound
In separate sets, and Are a part of the Contract Docu"ents,
rega M Less of the method of pinitnq.
4. EMGIMFFk
the person or oraAnizatldn Identified as such in the Contract
p OC'lments, trip term "Enalneer" means the Ematneer or his
aurnorized reoresenrAtive.
fn, snTTCE
The term "not Ice" or the requirement to not l ty, is dsea In the
Contract Dncucents or AonIicanle State or Fedora statutes, shall
slgntfy a written Communication iellvered in person or by certifloil
or registered mail to tre tndiviival, or to a me*per of the fir*,
Or to An Officer of the corporartOn for *hum it is intended.
C►r titief or re,llstered mall mall be addresfel to the last
nosiness address known to him who 'lives the notice.
I1 . 0I, !.UUAL
The term 'or equal" snAii be umAerstond to indicate that the
"equal" oroduct 11, the same or Letter than the product. nAmel In
function, performance, reltahllity, duality, And general
Confiauretton. Determination of equality in reference to the
protect leslim reurrlrerents will he made by the EnUineer. Such
"e,ioW oroducts small not be ourrhasel or Installed by the
Contractor without the Fnginppr's written arprovAl .
11, itt•.mrp '
The person, organization, or puhttc poly Identltted as such In the
Contract Pocdmpnts.
.A Genpral Conditions
h
+ASNit:STnrI ,E rE'RAL CUr.ID1Tl4d5
7mefe ; ,,:pEwAL C )"DITIORS contain contractual-legal Artieles tnet establish
the requirements And conditions governlnq responsibility, policy, and
prOcedires that apply during the Construction And warranty POrlod. Tnls
Part Of the Contract OCCuments is rreprinted. Any modifications to the
f011Owinn Articles that are special t0 the orOJect under consideration
0111 ne P410 to the SUPPLf:Pt.NTARr rOt)n ie
! that have special slInStlrance to the rOntraet for U tne"Cont"plaents and cOd dr'Otkps
On this rrofeet are As set forth In the re-dining
Contract DOCUTlnts, sections Of Chase
DCFI%Iffndc
W"erevlr In the Contract
Intent and Documents th! following terms and used, the
Intent "eaninq small he interpreted as follows!
1 , AS APPROVFD
The words "as approved., unless Otherwise qualified, small be
Understood to be f011Owld by the words why the Fndlnter",
2, AS SHUwW, ANI) AS 114PICATCO
The words "as shown" and "as i'dicAted" anell b• underatoOA to be
lollored by tn! Noids "On the Drdwinas",
!. A111 CR
The person or persons, P4rtnerinir, firm, or corooration A PrOposal for the work contemplated, fubaf ttina
4. CONTRACT
Tht "Contract" is the written agreemert covering the performance of
trt work And the furnishing of labor, mAteriais, incldental
services, tools, Ohl equipment in the construction of the work. It
lrclu'les suPPIAmental agreements Amending or extending the work
contem.platei And which Tay be required to complete the work In a
substantial And acceptable manner, SUOVI!-lntal Agreements Are
written Agreements Covering $iterations, amendments, Or ext!nflons
to the Curtract and include Contract r.nange Orders,
S, CUNTRACr DnCUAFUTS
the "Contract AOCu-enta" consist If the Hilding Requirements,
contract For-s, rOnditions of the Contract, the Srecificattons, and
the orAwln;e, including all -odificatiOrs thereof incorporated into
the I)OCuments before their execution, and 1nCluding all Other
regUtreAents lmcOrPOrdtei oy apeclflc reterenee thereto. These
for- the Contract.
AA GOneral Conditions
ti
b1. Lt JIIIHnrFL [,A"rAC.FS . . .
E7. UT9r.P COVTRACrS . . . . . . . . . . . .
63. USF nF PPFMISF.S .
bA. SI,RSrA'ITIAL COMPLF.TIOM BATE . . . . .
e
6S. PFki 44AACF TFSTIHG ............ ... .. . . . . . . . . . . . . . . . . . . ..... 16
UR',S USF OF PIIPTTII*JS 'IF THE ;iOPK 76
67. C11"IfIG AYO PATCHI'IG
bq. CLERNInr, UP
:*AYMEF:r
th9. PAf !ENT F,IP CNibGF OPUF'CS , .
70. PAPTIAL PAY'(EPrS .. , ,
71 . CLAIMS .. . . .. ,
77. 7fITICE (IF CLAIM Fuk DELAY . ,
73. PFLFASF; 'IF LICNS OR CLAIMS . . ,
74. F1 M PAYPTNT ........... . . . '
75. NO WAIVER OF RIGHTS .. . . .. ... . . . .• 11
. . . . .. . . . .. ... . ... . . . . .
76, ACCFPTA:.C►. Or FINAL PAY'i F'T COIISTITUTFS PFLFASE .. .. ... . . . . . q1
+'A ':►merdl r'OngitlOnf
4
1Q. RFCEPTIOV OF ENf,:NEEN'S DIRFCTMNS .. . . . . . .
41), SA•11 TATI')N ... .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . ... .. 1 6
41 , EMPLOYEES .... .. . . . .. .. . . . . . . .. ... . . . . . . .. ... .. . . . .. . . . . . ... 16
42. REQUIREMENTS OF �,ASHIVGTON LAW FOR PIiFLtC CONTRACTS . . ... . .. 16
4). SAFkTY ..... .. .. ... . . . . .. . .. .. .... .. . . .... ........ ... . . .. . .. 17
44. CONfPACTOR'S TOOLS AND F'OUIPMENT . . . . . . . . . . .....„„ i9
45. PRUTFCTION OF NDPk A%D PROPFPTY .. . .. . . . . . . . . ... ... . ........ 19
4h. HE3PUN3llILITY OF CONTPACTOP TO ACT IN FMERGFNCY . . ... ... . . . 14
47. MATERIALS Ann APPLIANCES .............................. ..... t9
4K, CUNTRACTORS' AND MANUFACTURFPS' COMPLIANCE WITH STATE
SAFFfY, OSHA, AND OTHER CODE Y?,QOINEHEVTS ........... . . . . . . . 19
49. SURSrITUTIUM OF NATFPIALS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
50. TESTS, SAMPLES, AND I;JSPVCTiO'IS 2U
S1 . RUYAL M S AND PATENTS . . .............. .. . . .. . . .. . . . . . . .. . . . . 71
52. CVNTRACTOP'S RIGHT TO STOP WORK OR TFRMtNATF Cf".TFACT . . .. . . 21
51. CORRECTIUN OF OFFiCTIYF WORK AFTER FINAL ACCEPTANCt: . . . . . . . . 71
RROGRESS Of THE. WORK
........ .. ... ....
54. REGINNINO OF THE ✓OPK . .. .... ... .. . .. . . . .. . . . . . .. ... .. . . .. . . 22
55. SCHFDIILES AND PROGRESS PEPFIPTS . . . . . . . . . . . . .. . .. . ... .. . . . . . . 22
56. PROSECNTIOJ OF fHF: WUPK .. . . .. . .. . . . .. . . . .. . . . . . . ... .. . . . . .. 22
57, ASSIGNNEVT . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. 21
54. 0r41,903 NIGHT If) DO WyRK . 21
59, OWMFd'S PIGHT TO TRANSFFW h:4PLOY4F4T .. . . . . . . . ... . .. ... ..... 21
• 60. nkLAYS AMU EXTFNSiUN OF TIvF . . . . . . . . . . ...... 24
..A renerAl ConHitlons
F
IA, rn tCw�vA^+ctEs 4.n nNtsatnps .. . . . . _ . . . . .
19. A1.1'1 pArl Qlh3 ,
[0. VERTFICArlOn AN[) WARRA'%TY • • • • • •. .. . • • . •
. • Y
21. nnCw4E:NTS rgl HE EEk'r ()N THE JnHN1TF
22. AUprTInt.41, CONTPACT nOCtI+IFNTS
230 l)w+fKNVHIP OF DRAPIHGS
THE CNrf NFFR
24. AUTHnwITY JP THE ENGINEER .... .. ........ ... . .
25, UUTTF.s AIvD wESPUH51PILtTlr3 OF THE F,uGTAKCP
2e. PI:Je:CTED HATePl4L
. . .. . . . . . . . to
27. 1114;4OTICE0 DCPECTS
28. RIGHT 10 PF.TAIN IE,PF YE F:Cr w1"Rl(
10
22. L/V93 4NJ GRApVg
................ . . . . . . . . . . .
In. 3111P UPAWt .; RUPMITTAI, PNvCEI)tipf
31 . B11DI4 DPAwId(;S AND INSrPUCTIONS
1.4P CndTHArTUP q;10 III$ CUPLOYt'E$
... .......... ... ... .........
!2. CONrHACr'Jp, AN lt'DCPENPtNT AGENT 12
!!, tUHC'O1.TpgCTIr1G ,
14. t.)SVNANCF, q:u, LIAPtLTrY
.. . . . . . . .. . . ...... . ... . . . . .. .. .. . . . . 12
.... . .. . .. . . . .. . . . . . . . . ........ . . . . .. . . . . . . . . . . . . .
)6, TAX?.,; 4ND CHARGES . .. . . .
37. ;Pni'1ANCc,&, PVQ 11.", A• I LICk •SFS 15
/R, .S!lPk M17i F,'.OE�.CP
4 eeoer.11 Connitlons
2
WASRINGTO4 rF-WRAL C"iDITIONS Rev. 5/74#
C`7NTK'aTS
P40e
e e
1 . AS APPROVED
2. AS SHOWN, AND AS (raICA?E; . . . ..
J. RIDG'FR .. . . . . . . .
4. CO;J ACT .. . . . .
S. CONTRACT DOCOIAFNTS 5
. . . . . . . . . . . . . .
6. COfTRACT,)R . . . . . . . . . . . . .
7, OAtS .. ... . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . .
H. UPAWINGS
9, F-404F'ER . . . . . . . . . . . . . . . . . . . . . 6
10. %LT1CF: •. .. . . . . . . . . . . . . . . . . .
11 . OP PWAL . . . .. . . . . . . . . . . . . . . . . . . . . . . .
17. OWNER . . . . . b
. . . . . . . . . . .. . . . . . . . . .
13. P(A!JS (See DRAWI%GS)
14. SPFC(FICATIONS ......... . . .. . . . . . . . . . . . . . . . .. .
1S. 5ONSTANTIAL COMPLFT UJe _. 7
16. WOW( •. ............ . . . . . . . . . . . . . .. . . . . . . . . .
CONTRACT DOCUMeNT5
........ .........
17. INTYNI OF CONTRACT DOCUMEr,TS . . . . . . . . . .. . . . . . . . . . . . . . . ... . .. 7
.,A Generel ConeFtions
1
a
J
PART 4
CONDITIONS OF THE CONTRACT
STATE OF WASHINGTON
OWCTO
DEPARTMENT OF LABOR AND INDUSTRIES
"IA CERTIFIES THAT THE RERSON NAMED HEREON IS REOISTEREO AS MIOVfOEO By I.AW ASA
CONTRACTOR-GENERAL
E i
PENTON CONSTRUCTION CO INC
10601 RUSTIC ROAD SO
SEATTLE WA 9PI76
ACG TEA [OMATIpN�TE�
j223-01 RE-NT—OC—e2528H 01.06-82
I —
ISSUED 12/22/80 CITY ')F RENTON- O •704
BUSINESS LICENSE 30EN E. MARSNALL
FEE NO a 00 FINANCE DIRECTOR
LCEMee hae made avol,"von for a Clty Of RMtO B�Slneq License in aCCOIdenC1 With Ih!prove
siOnf Of Title V.Business ReQUietlOns CheptN 1,Code Of GenMl Ordmenc ,Of the Gay of Ranta.
and agree$to comply wdh all the rpwfemente Ot SAW ordinance LiCensM Shall fudhN comply with I
any and all OthN City Code$.OrolnenCes.State Laws end ReEulabonS Appl,4010 to the OVMness W.
tidy hcenaed hereunder. -�
i
RENTON CONSTRUCTION CO INC
10601 RUSTIC RO 8
SEAT 'LE MA 98178
par
�.. .
i
CIEMORANDUN OF ACTION
TAKEN BY BOARD OF DIRECTORS OF
RENTON CONSTRUCTION CO. , INC.
Without Meeting
March {, 1975
Renton, Washington
1
We, the undersigned, being all the directors of Renton Con-
struction Co. , Inc. , hereby take the following action without
meeting:
The directors of the corporation hereby resolve that the
president of the corporation shall have the authority to enter
intoo ancT—sign all contracts and documents on behalf of the corpora-
tion. �- -
There being no further action to be taken, the directors
hereby affix their signatures. / QQ
Bruce L. Gould
Doris Gould
/r, l
ely -Itt ' ,
i
Cnristlne Britt
,
NN
C. FREDERICK MAUREU, 1 _
cowarx[t ArrofEoaEa covEeAOEs
rasp wEe Rr„[[MOI{TH P[m usrLG
S!A WASH. M10S 'ie'"" B iP
F.fe AND .0CIFEW Y F,"P[p
W.Nr
RENTON CONSTRUCTION CO., INC. "
[ 10601 Rustic Road South «..•- D
Seattle, WA 98178
kli,F. r
'F{{rOCMiY'�.!CaKPf'lr .{Yrk[P ,y'6'J.ny'.r^iVlyM SfuM'0'.f "S:K".r P�ypr,N�Nen!ry[w H'ni,,.^N \nry'nt1Y9'^[.^Y'{Cun{,ryn3 !tlw10I'L^GrMY'
M Krl CMt.eCl Y>Mtl'lO[uTMI nT•P{pKr S wFKF rFrf CMrIV14 me/4 yFAp O.m1Y MR4n iM ntu.MY{Ir'•.+ON OY'IV OdC W OeWMO nNwF!f Vetter r9!"I,y
'KrF{.eK'Vlin{Me tpneiSq^f OI fVCF pMKM.
rIM a __ n YYn {
�y!tP .. •.1i eiY!
GENERAL LIAWrTY
A. I «.Py_ty-rz . MP46268 1-2-82 1
r { rtp I f
500 IS 500
,arOMGe1LF LIASILRY i—�—` ----- n {
p. .. ,r r.. . Y MP46268 1-2-82 {
CxtEE{ LIANLITY I F.aw,.Fp
g, 7G .•..! . ._,« �� HU070252 1-2-83 ae.P.•;Iw.GL • 2,000 �' 2,000
w01[ECM'��ENEATgN —.�__ a
fMM.OYESE'LIAe1L1TY (C100-000
top C�1 �{pG67RA yl-2-A2 _,
J OTHER
Re: Talbot Hill Pipelines
City of Renton Project NW-599
City of l:enton Shall be naMd_aa additional insured as respects this project.
Can[etlsWs' Slrowd any of the above Je)r rea an��crs ne oncalad Veto,me t{oarat1m da'e tnereol. the I[)wnS com
cany will endeavor to r'ra,l _3A.. :ays wrdtee nonce to the below named c[rtihcate holder, but failure,to
^Jdsuch notice(hall mtost no 3tir{unon Of"ability of any Mind Yoon ihecomoany
i.eY[{Fo.ugelS pl Y;[wrwr..•t..c+[1P DOT, 4firf ,3.1 -
{� CITY Of REI1'M
1 untan, WA ` j ,�,e1 lrisrM'v
— .:•rx:motto wnw yFr.rM
.c!Pp aS 4 yar �`
. .... �.-.-.. ...�..a•....r- .... ......r.....i.J�r.✓•.!i'.,rrY.rw{e's w: Yr ,.r...asil�Pri
F"
•
The numbs ofGMA pence e,�rs — 11E.C(iICAN IN.SURMa CWIr1��this Potr.)of attoryy r not mo�tAry r,r,l���
FIVE
No.0
KNOW �,Mel POWER'f ATTORPfLy 116i S
EXX 'use GRE'ATAME
e c� i64 I+r'fW uto0 she�o�tt�V°f� ow 1, K4URANCE COM►ANY.a corpoutloe bonds,undertaldn�sod coot sod us us n cmeutu h and ppmt the pens at aFsum.ay leyrtud
Corbp@Uy oa an race of mmlyWtO.or other rntt"' hh poona m It.ftftuu q bMLfo/the ad CamOeoy.m�
e YmcNestle uffhert+�Yorcontractofmnt nature rhenof. �rofth. end
:e
Nestle Y�fP• 'Ktf ud under thu autAont Pm`�Met the hebYltY of the tad
Y thdl not exceed the lima new belor.
RODLR7 J. CHIVLiI9 Addrp
N.J. RTLL ALL of "I of Poem
RICHARD L. RICHDLSON SEATTIdf, 4ASHINGI-CM ALL
PATRICIA J. JORANSCN UHL1?IITLD
JOHN J. ICGOVERR
This i OW"Of Attorney M,,ha tll promo PelMn peed In
brhelf of the utomeyft}ur.fact ruatrd above
to appm IN PwWITNESS
o N�WHEREOF the GREAT AMERICAN INS
i-Attaet �+ed ib eorpony aW 6eteunto etflaed thteU�5[hCOMPANY ddaa ofju,be, Preaenu toMspudend artoted by
\i i/�/✓L GREAT A,1tERlCAN INSI.';t,yyCE COMP ANY
_f
SPATE OF OHIO,COLNTY OF HAMILTONOn
-r, +
known•beenj� 19 th :Lisof June, 1980
hitmpeus unhe py pates d cods a � Ciocw .before on Penn Uy App�ed ROBERT N.SCHLDER tome
Corn ep m end u
offlco PdoY detntbed mthe nau.6hfo,nut he Lease vi eauLot of the Gnat
BY Cate of send Company.r td that he e� yyve uatnwftt,that he knort the rat;that n Am..catt Inmfrra
name thereto by
hlu auttwnry. roe to ufued by authonry of
k47HY N47ERKAMP
b•n. r;.k •a.We. ;a ,
.tip
fhu Porn of Attorney If granted b Aetna,tnlutance Company by unarumo.y. Y n,,,,try of the folio
+'ntten conrhe detect August
1979 qne adoptW by the %led of Dvecton of Greet
R£SOLY aguat�• 1979.
surhorttrd. th o rt rhr prrtdenr rome ,rhr they YM Rrrtdrmt mtd Aamram Vice Art bonds, and-UAZ tDne to comp. to appurm nor ar more *moms.. ,-Fact to eenvrr ut brhdnn,ar my curt o/(hest.6e
.fi,tr mtd canrrrcn o/n✓efyryfp, w other /a/the and hrrebv u the trrprrn a lD,rO_/rhm aurhorl _ w"tren•tblipnona ur the ro Thy,o anrv.env and ap
:a any SO/ a rf,R n --R 7Trf Ar Cafm�,y d A P�f me,r army rinse rA�o/ro pearnbr rhrb,r+oac,rr Juno
*rifrrn ob! 'Aar
i crrn/knn o/nlho / hr se here o/mfv of rhr a/nrraed anises my bra'
4edw a Mr rorutr rherro/ mrh Pre or r non o/any 6oM. uMmed /RrMby/uciUtYe
rho o/each u//kx and the nrltrrrl rta!a/rh r rri wAen r urt! 7. <r nanlrf err mnryahlD. w othn
a thous*-&%way a//Ired Awry,ro hr va/fd mtd Dnul upon Ahe Co,trM by rhr Compay i the otyrnty
Pity•erh rhr cart map I//rrt
I K, R CERTIFICATION
�Y.Secretary it the Omt Amman In "w"Company,do hereby cent the[is!'.rtotutiona of the Baird of Dtretton of August,0. 1979 hew rot been revoked an
fy he the(force nS Porrr of Atlom.y,and
Slpted and rated this d eta now q full force and elect.
18tlt dayof March
. 19 81
51 , ROYALr1F5 AND PATFhTS
The Contractor shall pay all royalty and license fees, unless
Otner4ise specified. The Contractor snail defend all suits or
Clalms for lnfrinsement of any Patent ri7hts and shall save the
Owne;- And the Engineer harmless from loss On account thereof.
57. CU'7TRACTOR'S RIGHT TO STOP wnPK nR TE:RMIhATF CONTRACT
ff the wOrK should be Stopped Under an Order of Any Court or other
s oublic authority for a period of more than 3 months, throuvn no act s
or 'Ault Of the Contractor or of anyone employed by him, or it the
engineer snould fall to issue any estimate for raymsnt within
15 days after it is due, Or It tre riwner should fail to pay the
Contractor within 30 days after the time specified In Article 70,
PARTIAL OAY`IVATS, Any sum certified by the Engineer, tnen the
Contractor Tay, UVOn 15 days' written notice to the nnner and the
Enolneer, stmn work or terminate tnls Contract and recover from the
Owner Oayment for all work executed and any loss sustAlned upon Any
plant or material And re4sonanle profit , unless said default has
been remedied within said time,
51. cOkRfCTIUN OF OFFFCTIVE vOPK AFTER FISAL ACCEDW.CE
The Contractor herety Agrees to mak . , at his Own expense, all
repairs or replacements necessitated by defects in materials or
workmanship, Sdpplied under terms of tnls Contract, and pay for d-.V
/amage to other works :escltind from sucn defects, which become
evlJent within I yrar after the iAte of final dcceatarCe of the
worK or witnln I year after the date of shbstantial completion
established ov the Fnllneer for specified items of equipment, or
wlthtn such lonoer period of time as may he prescribed ty law or oV
the terms of any acrliranie special guarantee rrt❑tred ty the
Contract Dochments. The Contractor further assumes resronaibility
for A similar guarantee for all work and materials provided bV
suncontractors or manu(Actur@rS of rackarted equipment components.
the effective late for the start of t",e 4uar4ntee or %drranty
Period for equipment -IUalifying as substantially complete is
lefined in Article 15, SOHSTAHTIAL C04PLETInn, And Article 64,
SLIRSM r(AL COMPLETIfPJ DATE, In these GF')FRA1, CrmDITIU,+5. The
Contractor also agrees to hold the Owner harmless from lianllity of
Any Kinl drlslnq from damage due to Sall defects. Tne Contractor
shall maKe all reratrs and replacements promptly upon receint of
written order for same from the Owner. If the Contractor falls to
Take the repairs and replacements promptly, the Owner ,ray to the
work, ant the CO' ! '-.1tor and his Surety shall be liable for the
cost thereof, Al/ . l� flondl reluirements for the project relative
to Correction Of - tecrrve work after final arceptance Are set
forth in the SJPPIE"'F7TARY CmmnlTlmlS.
,A General Cony :ions
21
49. SinlSTl rUTIlih 0V MATE,t1A1,5
t.xernt for Dwner-Selected equipment items, dn'1 items where on
substitution is d early sGeclfted, whenever ary material , article,
device, prod'i Ct, fixture, fo1T, type of Construction, or process is
indicated or specifiel by patent or pronrletary nam„ ny name of
manufacturer, Or tV Catalo0 number, such SpeCitlCAttOns shall be
leered to be used for the purpose of establishinq a Standard of
auallty and facilitatinq the description of the mAterial or process
desired. TL15 procedure is not to he construed as Pllminatimq from
competittom ether products of equal or hetter quality by other
a man',fdctorerS •here fully Sul tat le in design, and shall of de-med s
to he followed by tr,e words "or e(iJil". The Pidder may, in such
Cases, SUbmlt Complete data to the Engineer for COnslderdfion of
another ^aterlAl, type, or process which shall be suostant!ally
equdl in every resnect to thAt so Indicated or SPeCffled.
Substitute ma' IAIS ShAll not :)e ised unless anprOved In writing.
The Janet or i..s authorized Aaent will be the sole ludae of the
Substituted article or material.
50. T16ST5, SAMPLs75, ANP lN8PEr'T10k9
the Contractor Shall ftrnlsh, wlrt�out extra ChArgP, the necessary
test e ,eees and sAmrles, includtna facilities And Ldhor for
ottalnini the sAme, as rtguestna ry the t,nalneer. .men reatilred,
t:�P Contractor srall turnish rertffIc AteS of tests of ^dtetials and
egafono nt made at the roint of r,anufacture tv a recoari u d testina
laboratory.
The 'lwner, nnineor# An ! aUthOrized 7overnment A7ents, and their
renresentat Ives shall it all fires he provided sAfe accPSS to the
worw .nerever it is in prenaratiOn or prOaresS, dna file Contractor
shall provide facllities for such access Ana for Inspection,
SnCldaing malhtenanre of to*porary and permanent access.
If the SPeCftlCAtlons, the Frldineer's instructions, laws,
ordindnCeS, or Any i'QbliC authority require arV work to ne
snectaily testea cr dpnrcved, the Contractor small give timely
notice of its readlress for inspection. Inspections to re
conductet by the Pngtneer will to oromrtly mAme, and wnere
oratticaole, at the so7rCe of Supply. It any work ShOUI1 bP
Covered in without approval or Cnnsert of the Fn4ineer, it snAll,
it required by the rnllreer, he. uncoverei for examination at Erie
Contractor's expense.
Peex4r,indtlori Of aue .,loned work may he ordered by the Engineer,
and, it so ordered, the work shall tP '�nCovered by the Contractor.
it Such •Ork is found to Pe in dreordAbce with the r,ntraet
Documents, the owner will pAV the cost of reexa'1nat.on drd
replaceatent . It s4Cr: work is tonnd to he not in dccordance wltm
the Contract I`OmurentS, Ere rnntrActor shall correct the detective
warn, ant the most of reex•1minAtlpn dr.l Correrttor Of thr- detective
work small he naid ny the Cnntractor.
•.A itPnerdl Con.ilticns
>u
The Contractor Shall Protect his work ,And mAterials from daxaee due
t0 trio nature Of the ►orx, the elements, carelessness nt other
Contractors, or from Any pause whatever until the comription arts
mature
of of the work. All logs Of damages arislnn out of tte
nature O! LM ►OCk to b! Acne under these Contract Document,, pr
from any unforeseen Obstruction Or defects which pay be enconr.tered
in the Prosecution of the work, Or from the Action of the elements,
shall be sustained by the Contractor,
46, "SP)r(818IL1Tf OF CONTRACTOR TO ACT r J
a C iF f:ii ER GEiffy
In e Of On
or
and/o► satt'ty Of elife,ythe iCOntractorcm nsmall s 105 S Aet In)ufY of DIOPertYr
Instructions from the Owner Or Engl s Previous
n!!f, dt ches ituatlon rev
+arrant, me Contractor shall notify the Engineer the•eot
immediately thereafter. Any clal- for Combensation by the
Contrettor, togetner with suhetantiatimq documents in regard to
exbemse, shall be submitted to the o►nor through rile Fncineer An,
the AmOunt Of cpmbensatiOn shall be dPf0rmined ty agreement,
47. 4ATr.RIALb ASO AOPLIA'fCtS
Unless otherwise stipulated, the Contractor shall brhvlde and nAy
for 411 materials, labor, water, thpls, equIrftent, light, mower,
tranSPOrtatjon, And Other faclllties necessary for the executlnn
and completion of the work.
unless otherwise aFeeif.ied,
►orkmanan(P All materials small be new, and both
and n-atertals s. All ne of reps quality, The Contractor
shill, if required, furnish satistectOty evlgence as to the Kin.,
and 7uAlity Of materials.
in SeleCting and/or dporOvinl egalrTent fOr 1nsf Allatlor In the
vro)ect, the owner and F.ndtneer Assume no resnonslnillty for lnlury
or clAims resulting frov, failure of the equipr,ent to comply with
APPIIC401P rational, State, and local safety Codes or tel-Irements,
or the safety requlrCionts Of A recognizel agency, or failure due
to fault'/ deS( 1n concepts, or defective •orKmanshlp and materi4ls.
4e, Cfl')TkArTOkS' A':D to k UFArTORF.RS' Cn4PL1A%CF 41TH STATt: 5AYETY, U54A,
AND 11TRER Cf)uF REOI)TRFf`vVTS
The comPleted work shall 1nClufe All necessary Permanent safety
,evices, each As machinery dnards And simitAr ordinary safety Items
relulred by the State drd Peuerel (05HA) industrial autnoritfes and
APPliC46le local and r,aticnal codes, r'urtner, any features of the
work ( inclUAtng n.ner-selecte�i e-intrment ) sun)ect to such safety
resins"Ons shall be fAtrlcated, furnished, And :nstAlled In
comrllance with these refulre� ents. Contractofs and m.rnufacturers
Of elulvTent srail he held responsible tot CO®Pltance with the
re (ulretents incidded herein. Contractors ntAl) notify a) l
egalPment surriters don sdncontrdctors of the rrovlsions of this
ArtICIe.
General Conditions
ih
Toe Contractor shall develop and maintain for the lurAtlOn of this
contract , a safety prOOr4T tnat rill effectively incornordte and
imPIPnient all required safety provisions, The Contractor andll
4rpOlnt An employee who is ggalified an4 49thorized to supervise
And enforce compliance with the safety prograr,
Tt:e duty of the Fnnineer to conduct construction review of the
Contrdctor 's performance 15 not intended to include a review or
Ar Droval of the ddegudcy of the Contractor's safety Supervisor, the
satety Progrim, or any suety measures taken in, on, or near the S
'a construCtion site,
The Contractor, as a part of his safety program, shall maintain at
Its oftice or other .ell-knowr, rIAee at the jooslte, safety
equionient 40PIiCdhle to the work as prescrihed by the
aforementioned authorities, all articles necessary for Plying first
aid to the injurer, and 3h411 estahlisn the PTOced11re for the
imaedldte remove) to a hOS4itdl Or a moCtOC's care of oersons
(including employees) who may oe injured on the jobsire,
If death or serious injuries or serious damAges are caused, the
accident shall he reported immediately by telephone or messenoer to
n OCn the Fnglneer and the Owner. In addition, the Contractor must
-romotly report In wrltino to the Fnnineer all accidents whatsoever
arising out of, or in connectior witn, the performance of the work
whether on, or adjacent to, the site, giving full details and
statements of witnesses.
It d clatm is made nv anyone AOatnst the Contractor or any
SuhcOntr4Ctor on ACCOUnt Of any AOcident, the Contractor shall
pTOrDtly report the facts in writing to the B!oinler, ilvimn full
t#t&tls of tn► clafR.
44, C(,bTNACT1)P'S TOMS AW F.,IUti.-F.4r
The Contractor's tools and equipment used On the work shall be
furnisher in sufficient ouantity and of a capacity and type tnat
will safely Perform the work specified, dhd shall De raintalhed and
USed in a manner that will not Create a hAZArl to Persons Or
prOuerty, or cause 4 delay In the crogross of the work,
45, PFOTF:CTSO4 OF wllFk ailp PRt1p F:PTy
The Contractor shall at all times safely nuard the Owner's property
Iron injury or 1055 in conntct(on with this rontract, The
Contractor shall at all tines safely quard And Protect from damage
his own work, and ttAC of alidcent. rroperty (as provided bV law and
the Contract Pmcu-ents) , All PAssioeways, gu4rd fences, lights,
and ctmer facilities re,pilre't for protection by state or munictnal
laws in0 requtatlons and local condltiOPs, -jst ne rrnvtded and
mafotained,
. � ;o noral �oMltfnns
by the industrial statIstIcIAn of the nepartmert Of I,apor and
Industries is AttAChen.
Inasmuch AS the Contractor will no field responsiole for oayina
the orevdiling wages, it is imperative that all Contractors
familiarir,e themSelves with the current wage rates he w e
submIttIno bias based on these Spec Ifieat ions.
In Case A dispute arises as to what are the prevaillnO rates of
wanes for work of a similar nature and such dispute cannot re
ddiusted by the parties In Interest, lncludinq labor And
m AnageTent rerresentatives, the Tatter shall re referred for
'S arbltrition to the Director of the Apartment of labor and 'S
Industries of the State, and his decision therein mall Pie
final Ani conclusive and binding on all bartles Involved In the
dispute as Provloed for by HCW 30.12.uvn, as amended.
the Owner does not quarantee that lAror Can ne procured for the
minimum .awes in the wane scale. The rates or waqes listed are
minimum only, oelow which the Contractor I r.ot pay, and tney
Jo not constitute A representAtton that can no rrocured
for the mini*lrm listed. The Contrartor sell Ascertain for
nimself the wanes ebove the mi.n.t Rum set torth that he may have
to pay.
A. 19.16 (concerning the errnlnyment preference to be aivem
reslients of the State of „ashin,itor).
C. 49.2Q (corcerninu the iefinitton Of a worKlnq day, emergenCy
overtime lrovtsions, the penalties Ann CaneellAtton Of
Contracts for violation of these statutes) .
It is understood And aareed that All parries to this r-ontrAct shall
determine the contents of these AppliCAhle statutes and COTp1Y with
their rrovisionS t.hrougMOUt the certormance of the Contract.
A). SAFr:IY
the Contractor shall be solely and completely resnOrsible for
co rtditlOnS of the fOrsite, including safety Of all rersons
(inCludina employees) Arid Prorerty during performance of the work.
this requirement shall Apply cnntinuoaaly and not be limited to
norn-al working hours. Safety provisions shall Conf Orff to
U.S. hepgrtment of I.ator ((ISHA) , the State Iiccungtional Safety and
AeAlth Act , And all other applicable Federal, State, County, and
local laws, ot4inances, Coles, the renuire- ents set tort?) below,
and any regulations that may he detailed In other parts Of these
tl OCgments. 'xhere any of these Are In conflict , me more strtngent
re<tulrement shell be followed. The Contractor's failure to
tnoroughiy familiarize himself with the iforerentloned safety
Provisions shall not relieve him from COmplianCP wlth the
Ublildtions And rfenAltles set forth herein.
.P nenerdl 'Onlitions
1t
and brocedures, and for providing adetivate safety Preeautions and
coordinatlno all Portions of the work under the Contract,
39, OtCEM04 OF VNGIGFE'R'S UIRFC.TIONS
The sucerintendent, or other duly authorised representative of the
Contractor, shall rePrOfent the Contractor in all directions given
to him by the Rngineer. SOCK directions of major Imoortamee will
DO Confirmed in writing, Any direction will he so confirmed, in
each Case, on written request from the Contractor.
e In. .%ApifATIJN 's
Sanitary cOnvenienCPs conforming to State and local coops small De
erected and maintained by the Contractor at all times while workers
are emnloyed on the work. The sanitary convenlonce facilities
shall De as Approved by the F,ngineer.
41 . F.MPIA)YUS
Tre Contractor shall tOr ICY only competent, skillful workers to do
the work, and whenever any person shall drDear to Of incompetent Or
to act In A disorderly or improper manner, such person small tie
removed from the work.
42. Kf:BUFMEHENTS OF wAShVJ(;TUrI LA'+ tOR PURL1C CnIJTNACTS
'neh the Contract r(,cuments concern Dublle worKS of the State or
Any county, municipality, of polltical %Uhdivlslor created by its
laws, the applicable statutes of the .State of %dShington small
arply. For this reason, the fO110.tng Chapters of the Pevlsed Code
Of +lashInnton, to ir'clUde the latest additions and revisions, are
Incorporated by reference as parts of these Contract GOc'.imentsf
A. 19. 12 (concernino the prevailing 'rage rates to be Pall to
)ogrneyripn and APprenticps on ouh11C works, the Certificates
required by the State in Contracts for public works, the
arbltrator in Cases Of diSPutP of wales, and the renalties
involved it these statutes are violated) ,
The Contractor snAli ray tint less than the rrevAlllnei rate of
+Ages in accordance with .,asnington PC* .44.12.t)2u.
Certificates of wane payments oy the Contractor shall of
submitted t0 the Owner in accordance with PCr 14.12.04o. '.+.7.it.
Certification forms Shall De provided by the Contractor.
• the previlltrg rate of wages to be paid to all workers,
laborers, Or 'echanlcs PmPlDyed In the pertormdnce of any Part
at this Contract Shall he in accordance with the provisions Of
Mcd 44.12, as alended. The rules and regulations of the
0PPdrt,nent at I,4for and Inlustrles are by reference made A Dart
Of this CGnttACt as thou'th folly Set forth hereln. fhe
schedule of rrevAllino .alp rates for the locality Or
localities where this Contract will oe Performed As determined
• Pev. 47)
, A Gpnerdl .'ondltions
1h
c
In Inv and all claims against the Owner, the En' lneer, or any of
their iger.ts or employees by any emplOVee of the Contractor, any
subcontractor, anyone directl, or indirectly employers tV any of
them or anyone for whose acts Inv of them may oe liatle, the
inlemniftearlon obllgation under this Article shall not be limited
in any way by any limitation On the amount or type of damAIPS,
compensation, or henefits payable oy or for the Contractor or any
subcontractor under Workmen's COmpensdtlOn Acts, llisarility Henetit
Acts, or other Cmrlayee Benefit Acts,
The oollgatlon of the Contractor under this Article shall not s
extend to the liapility of the t,nglneer and his Adents or eTPloYees
arising out of tre preparation or approval of :naps, drawings,
opinlons, reports, surveys, Change nrners, designs, or
SE'ecifications.
Ib. TAXES Ai:h CHARGFS
The Contractor shall nay all applicable 5tAte and Local salts and
use taxes on items, and. in a manner as required by the laws and
stAtvtes of the state of wasnindton and its political suofivislons,
subject to any nverti.finu autnoritV. The Contractor shall sitnholl
and pay any and all wltnholding taxes, whether State Or Federal,
and nay all Social SPcurlty charges and also all State Unemployment
Compensation chaTges, And nAV or cause to bt withheld, AS the ease
may be, my and all taxes, charges, or tees or sums whatsoever,
ihirn are now or may hereafter to reguirel to he raid or wit Meld
under any la+s.
State sales tax shall he Fail en monthly partial payments at the
time of PAYment. The State Sales tax shall he pall on the amount
received by the Contractor and Also the percentaoP retalnel by the
nwner.
37. (4,014AHCr S, P(:RMITS, Af;n LLCEI:SFS
The Contractor shall KePo hinaPlt tally Intdrmed of all local
ordinances, as wall as State and Federal laws, which in any manner
af�ect the wCTK herein specified. The Contractor shall at all
times comply with said ordinances, IA.s, and req,ildttORs, and
protect and ln7emnifV the Owner Ind its officers and agents ddatnst
Any claim or Ilatility ar151na tro- or DAser1 on the violation of
any such laws, ordinances, or rerulAtions. All permits, licenses,
And inspection fees necessary for prosprution and completion of the
aorK shall be secured And pall for hV the Contractor, 'inless
otherwise sneCifl.ed.
3S. SUPE P 14tFH9ENC.E
The Contractor shall Keep or the wOrK, during Its Progress,
eomr►tent SUPfrvIs OtV Cersonnel. The Contractor shall d0514tAtt,
in writing, nefore stArting work, An Authorized representative who
sndll have complete authority to retresent and to act for tht
Contractor. TnP Contractor shall wive efficient supervision to the
work, using his hest SKlll ana dtt.Pntioh. The Contractor shall be
solely resoonsinle for All construction means, methods, tvCnnlgu P.s,
, A General COnllttonS
Is
In the event any work under this Contract is Pertorme.t by a
sunrontractor, the Contractor small be responslole for ,my
liability directly or indirectly arlsin,) o••it of the work
Pert )rmei under this Contract by A sut�contrdetor, whim
liability is nht covered by the subcontractor's insurdnee.
The ilwner And Fnqlneer, •heir ofticers, dOents, and employees
Shall De named dS aldi CiOnal Insoredt On the Contractor's And
any subcontractor's general liability and alltomonilt liability
Insurance boucles for any claims arising out of work pertormel
Unier this Contlact ,
s �
t, hLILOERS RISK ALL RTSF TNSJRANCF:
InleSS otherwise TOdltied in the 5:IPP1-EMFNTAPt COt•DTTIINS, the
Contractor Shall secure And Taintain durinO the life of this
Contract, Hun gers Risk All Risk Insurance coverane for
100 percent of fine Contract amount. Such Insurance Shall not
exclide coveraoe tOr earthquake, landslide, tlool, collapse, or
loss oge to the results Of faulty wnrkmanshir, and shall
provide for losses to he raid to tre Contractor and the Owner
as their interests may APpear.
F. INSURANCE CrIyFRA6E. FOR SPECIAL CUhhTTT')hS
Omen the constructton is to re ArcoTCllsmed within a r'tIhllc or
OrtVite right-Of-Oay re0'ulrin1 SPPciAl Insurance Coverage, the
CGmtrdctor small Contorm to the odrt.Icular reOOirements and
Dt Ovlue the require ) Insutance. The ('.nntrAct Or shall include
in his liability Policy 411 enlorsements that the said
authority TAy reiuire for the protection of the Authority, its
Officers, Afent S, and employees. Insurance coverage for
speCial con'iltionS♦ when required, wall re provided As set
forth in the SOPP1,E.%1k t:TARV CWMITIUNS .
C. nU P✓.p S.) )AL LTALILITY OF PUBLIC OFFICIALS
In carrylnq out Any of the provisions hereot in exercising any
authority granted by the Contract, there will be ro personal
liability upon any public official .
I'9. l%1 jW M,f T(
The Contractor shall indemnity And hold ndrmless the Owner, the
Fngtneer, ArO their agents and emrloyees from and an4inst 411
Claims, is TAles, losses, and exrenses tr,Cluding attorneys' fees
arisinq tut of or resulting from the Performance, of the work,
nroviien that Any such c1Aim, damage, loss or expense (i ) is
attrirutihle to boAlly fnlar9, siCKcebS, disease, or /eaten, or to
IntUfy or to -lestrUCtlon of Cangihle property (otner than the 'work
Itself ), IhclOdlmO the loss of use tPSotttnl theretroT, and (2) Is
Closed in -role or in part my anV act or omission of the
ronrrdcror, any suncontracter, anyone directly or indirectly
eToloyed by any of tneM nr anyone for whose acts any of them may ne
114r•le, regardless of wnetner of not It is :fusel in rart by A
p Afty IndeTnlfted nereunter.
,.A ueneral Conlittnns
14
" rte insurance covered by rhls certificate will not be
cancelled or materially altered, except after it, Says'
written notice has Peen received by the uwner."
In case Of the breach of any provision of this Article, the
Owner, at xis option, maY take out and maintain, At the expense
of the Contractor, such insurance as the owner may deem prorer
dhd MAY leduCL the Cost of such InsurAnCe from any monies whiCG
may be lue or become due the Contractor under this Cortrdet .
's H, CUNTRACTIP ANn SURCONTPACTOR INSURANCE.
Tne ConrrAcror shall not Commence work under this Contract
until he has ottalred all the insurance required hereunder and
such insurance has Peen reviewed my the Owner, nor shall the
Contractor allow any subcontractor to commence work on his
subcontract until Insurance specified below has retn bntained.
Review of the insurance by the owner shall not relieve or
4ecreAse the liability Ot the COntrACtOr hereunder.
C. CJMFF.b5ATIn!. INI) F'IPLOYFR'S LIA(ilt.ITI I'IS0PA'1CF,
The Contractor shall maintain iurina the life of tnis Contract
the statutory "orKmen's Compensation, In adAltlon, Fmployet's
1,14bflity or "Stop-Gdr- insurance in an amount not less than
SI0U,0g0 for each occurrence, for All of his employees to he
engagel in work on the protect under this Contract and, In case
Ary such work is Slrnlet, the Contractor shall require the
subcontractor similarly to provide torkmen's COnoensatton aril
FmoloveI 's Liahility InsurAnCe for all of the latter 's
er',Ployees to ve enaaged in such ■ork. where work 'lmler this
Contract includes any water or navigatlonil expmsure, coverage
shall be included to cover the Federal Longshoremen's and
darborworker's Act And the Federal :Ones Act .
D. GFNEPAL LIAt411 ITY IJSURAI,CE' (INCLUDING AUT0014,11,F.)
Ine Contractor shall maintain luring the life of tnis CnntrACt
sacm general liability and automobile lfahllity Insurance as
will provide coverage for claims for damanes for personal
iniury, including accidental death, As well as for C1AI,s for
property damage, which may arise directly or indirectly from
Perform.mee of the work under this Contract. Covera Je for
Property damage shell be on a "broad torm" basis. Amount of
InsurAnCe to he Provided small be not less than 61u0,0oo for
noilly ImIury for each occurrence, with coverage for property
damdge not i'ss tmAn slno,npn, plus umnrellA excess liability
for the -nerAl 1lablllty And as 110t:1le liability insurance In
An amount not less than $2,0410,000 per occurrence lr excess of
the above-stated Primary limits.
;A renernl Conditions
11
S
31. Of FAIL URAd1N(i5 W) It1STQ0CTingS
The F.r1ineer will hlrnlsh, witn reasonable promptness, ed'11t10 `al
instructions by means of f•rawinoS or otherwise, if , in the
F•nglneer's opinion, such are requi.rea for the Prober execution Of
the work. All such nrdwirgs and instrUCtIOns dill he Consistent
with the Contract nocuments, true developments thereof, and
re4SOn4oly inferable therefrom.
.e �e
THE, C01, rFACTOR AHU H15 FhPLfiYLF'S
... .......... ... ... .........
32. rn'1TPAC1 )F, AN iNOrPE40ERT ACFMT
The Contractor shall Perform all worK under this Contract as an
3niepenient Anent and shall not be considered as an anent Of the
Owner, nor shall the Contractors subcontractors or employees OP
substents of the Owner.
13. SUACUNTPACTIiC
dlthin 30 days after the execution of the Contract, the rontractor
shall submit to the Fnqineer the names of all S.1ncortraCtO1S
proposel for the work. Including the nA-@s of any subCortrai'ors
that were $Uomltrert with the prOPOSAI . the ror,t•artar bhAll not
eTploy any suneontrdCtOrs that the Engtneer may Ot:,tct to as
lacking CdPaDiltty to Properly perform worK Of t.ne type and SCOPV
anticipated. No chan.les will me Allowed from the approVed
subcontractor list without approval Of the Fngireer.
The ContrACtOr AOreeS that he is as fully responsible to the Owner
for the acts and nrisslnns Ot his subcontractors And of persons
either directly or inAirectly employed by them as me is fOr the
acts and omissions of persons dlrectly OTPlOYed my him.
Notninq Contained in the COnfrdct nocuments shall Create any
Contractual relation OeCveem any subcontractor And the n4ner.
34, 1G5iiRA14CE 4NU LIAPI[,IrY
A. GCV..RAL
Tne Contractor small provLle (from insurance COmba..les
Accentaole to the owner) the insurance covera0e •feslanAtee
herelhafter Arti Pay ail costs.
Retore enmmenCfr7 worms. under this Contract, ,^,ontrACtor SnaII
furnish the Owner with certificates of insurance specified
nerein sbowinn the tVPe, amount, Class of Operations covered,
effective oat►S, ant date of expiration of pollCtes, and
conraininq substantially the fnllO*tnn stAtenent:
G-nerml rOnd3CiOAs
tt
f0. SFiop OR44TNC SUHM M AL RRFICFDURL
pre Contractor small submit, in quadruplicate, to the Frgineer for
his review, sucn shop drawings, eleCtricAl dldarAms, and CatAloa
cuts for tAbricated items and manufactured Ite,os (including
mecr,anlcal and electrical equipment) required for the construction.
Shop drawings shall be submitted in sufficient time to allow the
en4lneer not less than 20 regular worKing days for examining the
shoe arasinas.
a These shop dra•inas snall be accurate, distinct, and complete, and
Shall Contain all required Information., Including satisfactory
identification of items, units, ind assemt) les in relation to the
Contract nrawin7s And Specifications.
unless otherwise aperoved by the Engineer, shop drdwinis snall be
Submitted only ty the Contractor, 4n0 shall indicate by a Slgbed
Stamp on the snop orawlras, or other Approved means, that he (the
Contractor) hAS CheCKed the shop drawings, And that the work Shown
Is In accordance with Contract reguirementa and nAS peer Checked
for dimensions And relatlansnip with work of all other trades
Involved. Tne rraCtice of Sutmlttlna lnComblete Or unrhecked shop
drdwlnis for the Fnalneer to correct or finish will not be
ACCentable, and shop it Awings which, In the orinlen of the
wngineer, clearly indicate that they have not been cnerked by the
Contractor will be Considered as not comrlying with the intent of
the COntrACt I1ocu,'ents And will be returned to the Contractor for
resUomisslon In the proper form.
when the shon drawings have been reviered by Cne Fnqlnerr, two sets
Of sunmittAls sill to returned to the Contractor appropriately
Stsgped. It malor changes or correCtions are necessiry, toe shop
drawing may be relecten and one set will be returned to the
Contractor with Such Chances or corrections indicated, and the
Contractor snall correct Ahd resubmit the stior drdwinas In
guadruollcate, unless otherwise directed by t`e Engineet . N0
changes snail ne made by the Contractor to resur-mitten shot,
drawings other than tnose Cradles lndlcated by the r:noineer, unless
Such changes are Clearly described In a letter accompanying the
resunmitted Shop drawln7s.
rre review of such shop drAwinas anI catalog cuts by the Engineer
shall not relieve the Contractor from responsibility for
correctness of ,iimenslons, fmbricACion net Ails, and spice
re401rements, or for JevjAtlonS from the Contract Drawings or
Specifications, unless the Contractor hAs Called attention to such
1evtAtlon6 Ir sr(tino a letter AccompAnying The snop drawings
ant the Fnglneer arpr: 2s the change or deviation in writing at the
time of surmission: n Shall review by the F.naireer relieve the
Contractor from the r-sporsih111ty for errors it the Shop dra•ingS.
carer the COntracto, does till S'jCn deviations to the attention of
the r.riineer, the Contractor snall State in ')IS letter whether or
not such ievlations Involve ary deduction or extra cost adluStmetlt.
AA nemeral lvnilti^re
the anllneer oil] make decisions, lr rritinn, on di clains of the
owner or t a e Contractor at is in; from Int err,r et at f on or execution of
tre Contract Documents, Such lecislon small he neressAry netore
the Contractor cdn receive additional money under the terms of the
Contract . Changes in work ordered by the F.r ,lneer dill be made in
comrliance with Article 19, ALTERATIONS,
Une Or more inspectors may he assigne'1 to Onserve the work and to s
'e act in natters Of Constrgctlon under this Contract, it is
onlerstooA that such Inspectors Shall have. the ',ower t0 issue
Instructions and make decisions within the 111riCAtlons of the
a UCrOrIty Of the hhglneer. Such Inspection shall not relieve the
Contractor of his 06111atlonS t0 conduct Comprehensive inspection$
of the work and to turnish materials and Perform accertaole Bork,
arl to Provide ddeguate safety PreCaULlons, in ContormarCe with the
irtent Of the Contract,
26. R1JRCW) MATLRIAL
Any material Condemned or rejected ny the Engineer or nis
authorized Inspector because of nonconformity with the Contract
,loComents snail he removed at once from tht vlclnity of the work by
the Contractor at nis own exverse, and the same Shall not he used
On the work,
77. UNrfUT10En DEFECTS
Any defective work or material that may ne discovered by the
Fn7lneer hefmre the final ACceOtAnce of wnrk, or before final
pay,tent has neen made, or during the guarantee reriol, shall he
removed and replaced by Mork and materials wh1Ch snell Conform tO f
the ornvislons of the Contract DgCuments. Failure no the part of
the Engineer t0 condemn or relec': had or interior work or materials
wall not be construed to Imply ecceptance of Such work or
materials.
20. RICCT To RFTAIY 1m PEFFFCT wURF.
It any part or portion of the work done or mAterlal furnished under
this Contract shall prove detective and not in accordance with the
Orawlnus and Specifications, and if the Imoertection in the same
snail not be of suffiClent mA0nitude or importance as to make tme
cork oan7erous nr unsuitable, or if the removal of such work will
Create COnditi0h5 which are lan0erous Or undeslrahle, the Owner
shall have the right Ord authority to retain soon work but Shall
make Stich leductions in tre final payment theref.)r as .nay be just
ant reasonable.
29. Li JtS Alin GRAnES
Lines and grades shall he estaollshef As Provided in the
i UPPLLm0,TAuY C'1t111T11'+S. All stAKes, marks, and other Irtbrmatlon
shall he Carefully preserved ry the Contractor, Afd in case of
their Careless or umneress4ry lestruction or removal by him or his
emnloyees, s-lcn stakes, marks, and Other intormatiom will oe
reolace•1 my the FnOlneer at the rontraCtOr's expense.
.A r:enernt Cnnittlonf
to
�! . ODCUAFITS TO RE 9CPT ON THE JURSIl
The Contractor stall Keep one copy of the Contract nocumenta on the
epres e, in vas.lood order, available to the Engineer and to his
representatives,
22. ADDITICINAL CnNTNACT DOCU'4FNTS
The Engineer will furnish to the Contractor on request and free of
charge, six Copies Of the Contract Documents and six acts O}
lull-sized nrawlnos, Adlitlonal Copies of Contract n cu 's
e Drawings may be Obtained On request b o mints Or
reproducing the Contract COCuments o y rpwlnq the actual coat of
r Orrrings,
23. D"FASHIP OF OPAWTNGS
All Drawings, Plans, SPeclflcatlons, and copies tr,erent furnished
by the Engineer are hih property. They are hOC to b! used furnished
work
etu and, with the !%caption Of the signed Contract set, ire t0 be
on otner
returned t0 hill On reialsegU
adaPta[lon by the Enalneer st at the COnpleti^.n Of the work, Any
Adis! of these mater wlthout specific wrltten verlfScatlom or
will be at the risk of the user and
•ltnowt liability Or 10941 expense t0 the Engineer, Any such
verification or adaptation will entitle the Fhgineer tO turther
c OmrensatlOn at rates t0 be agreed upon by the usdr and the
Engineer. All models are the oroperty of the Owner,
THE FNGIhEFH
24. AUTHURITY OF THE ENGINE EN
fha Fnglneer shell be the Owner's representative construction Period A711n,I the
His authority and responsibility shall be
Limited to the provisions set forth in the tnesr Contract Documents,
wheneeverver such
navContractthe authority to reject work and materiels
auto r!)ltt shall Ion mdV be nlcdSsary to ensure execution of the
Contract in aCCOr,iahte with the intent Of the Contract 1,0cuments.
25, DUTIES AND p2SPONSIHILITIES OF THF. F.WGSNFFR
The engineer will make Periodic visits to the site Of the project
to observe the progress and Quality Of the work and to determine,
In general , If the work IS oroceeding In accordance with the in
Of the Contract nOCUments. •ie shall not he required to make tent
CO-Prenensive Or COntinuOUs Inspections t0 check quality or
gudntlt; Of the work, and he shall not be responsible for
construction means, methods, techniques, sequences, or procedures,
or for safety precautions and nrOgrams in Connection with the work.
J islts and observations mode by the En4lneer snail not relieve the
Contractor Of his obllgatlOn to conduct comprehensive inspections
Of the work and to furnish materials and perform accertable work,
and to provide adequate safety precautions, In COnfOM en[! with the
intent Of the Contract,
Gcn• rai Condltlons
i�
SUPPLEMENTARY CONDITIONS
The Co, tractor's attention is directed to Division 1, GENERAL
REQUIREMENTS, which contains other directions pertinent to the pto;ect. 1
LOCATION AND DRAWINGS
........ ... ........
LOCATION
The 1.ca:lon of the work is Shown on Drawing 110, 513631 ,A1, Sheet 1 a.'
13 mf the Drawings,
nRAwiNGB
The Drawings for the construction of the Talbot HI: I Pipelines consist
of 13 sheets, entitled "Talbot Mill Pipelines, Schedules A through I, "
and dated June 1980.
RL. ISIONS AND ADDITIONS To rME INSTRUCTIONS TO BIDDERS
The INSTRUCTIONS TO BIDDERS is hereby revised at follows:
ITEM "DRAWINGS"
Insert the following)
FULL-SCALE. DRAWINGS AVAILABLE
The Drawings bound In the Documents are Photographic reductions e.£
the original tracings, Full-scale Drawings may be obtained from
CH2M HILL, 1500 114th Avenue, SE, Bellevue, Washington 46004, at a
cost Of $15 per set. NO return of full-Scale Drawings is required,
and r refund will be made,
ITEM "PREFARATION OF 'POSALS"
At the end of the paragraph add the following:
CHANGES IN QUANTITIES
The Owner reserves the right to Increase Or diminish the ount Of
any class Of unit price work that may be deemed necessary irovided,
however, that In no event +ill the Owner increase or decr ! ise the
amount of footage of ploe by more than 20 Percent of the gross
footage as Shown On the Drawings and SpeciflcatlonS, without the
written approval Of the Contractor. It is agreed, however, that
this Paragrapl does not apply to the Increase or de *rease of t:�e
amount of any other quantities except total Pip- f otage,
Supplementary Conditions
1
I
incuried, ant the reTain'fer will be reledsetl from esct Ow. or
rh leased from the tetainee funds anti ra11 to tt,e Cortractor.
nn Contracts for
bE cworks, final yt of tre te
will hof btmadeuntilAftertheContractorhattiltJ
wlvf.the p+her the atrtdevit re7ulred by PCw 39.37.040 certifying
that ne has Paid not less than the prevalltnei rate of 'Fades.
75. Mi aAIiEp OF RIGHTS
f.eltmer tee inspection by the owner, through the hRlineer or any of
his employees, nor any order by the 'Swner fnr payment Of money, nor
any payment for, or acceptance of. toe whole or any part or the
work Cy CF.! ilwnei OI r'n7ireer, nor any extension of time, nor any
possession taken by the owner or its ew.pjaytes, shall operate as a
Yalver of any provision of this Contract, O" any :)ewer herein
reserved to the Omer, or any i ]uht t0 damages t.erein provided, r
shalt any waiver of any Preach 1 '. this ContrACt me hela to re a
+alver of any otret or subse,luert nreach.
76. ACCt VIAbCE OF FINAL pAy"kt+T r WISTITUrr.S PKA,EASE
Tr@ acceptance by the Contractor of the final payment small release
the owner and the fnglneer , as agent of the n■net, from ail claims
apd all lianllity to the Contractor for all tnin7s dote or
turnisnel in connection with the work, and every act ni me owner
and others relatirg to or ari4ln7 out of the work. mo pay-tent,
however, final or otherwise, snail nt)er, :e to release the
Contractor or h.is : :reties trot, onlloaticns an.ler tmis ContTeCt and
me performance and PdYMPnt pond and other hondS and warranties, as
herein Provlfed.
a ♦ a a a ►
wA Gene'al 7',Oitions
,3
T
ComtensAtlon 1,hal1 be mAde in Itemized detail and suomitted, in
wrttln7, to the owner and F.niineer within 10 days follow1ra
Completion Of that portion of the work for which the rOntraCtOr
h ASeS MID Claim. In Case the Claim is found to he just, 1t shall
be allowed And paid for as providM in Article 69• PAY,WaiT FVa
CN47.,GE UoPFRs• or it small be allowed and paid under a supplemental
agreement t0 ce entered into between the parties t0 the Contract.
72. nrrlCF. OF CLAIM Fop r)ELAY
if toe Contractor intends t0 the a Clai- for additional
comp ensetion for a delay Caused by the nw.ier At a Particular timer
he shall file a notice of claim with the V. •r within 7 days of Inc
neainnina Of the Occurrence. the notice r °.aim shall me in
duplicate, in writing, And small state the reuastanees ane the
reasons for the claim, hat need not state the amount. No claim for
additional Compensation will be considered unless thfo provisions of
Article 60, DELAYS AND EX-JENNIUM OF TV4F, are Complied with, and a
notice of claim has peen tilei witn the owner In ofitinee as stated
Above.
�). RELEASE 'IF LtE,,is Atop CLAIMS
e Contractor snail indemnify ant SAve harmless the owr r trrm all
claims for labor And materials furnished under this COntrAct.
Prior to the final Payment, the Contractor shall furnish to the
Owner, as mart Of his final PAYment rtgtlest, a certiflcAtloo that
all of the rontractnr's Ohl/nations on the project have neer
satistiei Any that there are no unpaid taxes, liens, verdors'
liens, rtnnts to lien, or any other typo of Clain A)alnst the -
vroiect, and that the hOar1Y wA'leS Paid tt Ali persons On the
project were in accordance with the aPoitcable wage scale
determinations.
74. FINAL PA00-4T
upon comnletlon of dll of the work under this Contract, the
Contractor snail notify the Enoineer, to .ritin,l, that he has
completel his part of the Contract and small renuest fir.Al
insrec t on and final nAyment. Upon receipt of the Cortracter's
requesst for final inSPeetione tht Enolneer Tends tlon ill Tdke such
as to
tnsrection and surmlt to the orner mds recom
accertahce of the comnleted wnrl and as to the final lesti atevmn of
trye amount due the Contractor under tnis Contract.
vAl
of this final estimate and UPon final Acceptance of tre •o[K under
this Contract, the .iwner olll notify the nerartment of 11evenue Of
the Completion Ot tA1i Contract. Provided the ,)erartment of
Revenue certifies tnere are no taxes or oenAlties due and o+inn
tro• the Contractor, And tnere are no other known claims Or liens
agilmst the ref Aine.l funds, and furttier provided the terms of
Article OELF.A3 S t: nF - IF„ ANI' CLAI'4S are In comVllancl, /ne OwreC
4111 , within 30 days of final Acceptance, pay to the Contractor the
n Aldnc! of monies due under this Contr4et in accordance with PC '
Title o0.24, in tre event unsatlsiled claims or liens for taxes,
mAtetlal, lAhor, dni other services Are Known to exist , an Amodnt
ent tl
tresfy
asil ve settlementroftSuchlclaims and liens,alncluilnulAt*or^evAstfees
,,4 General Conditinns
12
) T�
9W
'materiils, as used herein, snail he considered to me tnose
items wt�lch are tahricated and manufactured material and
equipment , nnly thr .e materials for whim the Contractor can
transfer clear title to the ciwner will he qualitle'i for partial
Payment.
To receive partial Payment for materials oelivered to the site,
but not incorporated In the worK, it shall be necessary for the
Contractor to submit to the Engineer, at least 7 days prior to
the end of said month, a list of such materials. At his sole
discretion, the F,ngineer will approve items for which rarttal
Payment is to be mAde. The Contractors actual net cost for
the materials must he surported Oy invoices of suppliers.
Proper storage anJ protection small be provided by the
Comtracr.or, and as approved my the En9lneer. Final payment
shall be made only for materials actually incorporated In the
work. and, aeon acceptance of the worK, all materials remaining
for which advance payments had peen made shall revert Cn the
Contractor, unless otherwise d9reed, and rdrtlal payments made
fog these items small me deducted from the final rav'ment for
th..- work.
c.. PAYhef.r
after deducting the retAimages and the amount of ail nr Pvious
partial payments ado to trre Contractor, the amount earned as
Of the current month will oe mane payable to the Contractor
14) days after the last day of said N->ntm, except where the
owner is A rur.lcivality or other agency whose laws require the
Approval of each payment my a council Or similar party, in w'1en
rase, the Payment shall hecome due and PAyatle id lays after
the first .meeting in the tollowi rtmt month scheduled for approval
at s')Ch payments.
OontnlY PdrftAl pAymert.s snail he conditional upon pro:ecutfon
of the worK in accordance with the provisions of the ContrACt
and, on CorltrdC-s for any public work in the SLAte of
tashingtoh, except Yederal rroiects, upon filing .itm the uwner
by the Contractor the wage certiticatlon form rPluired my
pCa 39.12.n4o.
71. CLA1 iS
it, any case where the Contractor deems addltionei Cbmpenadtior is
due him for worK or materials not clearly covered in the Contract
or not ordered by ft.e vnOlnPer dccoraing to provisions of
Article IV, AL%PATI(INN, trip Contractor shall notifY the Fngineer,
it writing, of r.is intention rd maKe claim for such compensation
befnre he npalns ttP 401K On which he hasps the Claim, in oraer
tt,at such matters may to settled, if rnsslt:!e, or other approrriAte
action promptly taken. It such notification is not given or the
En9lneer is not afforded proper tactlitles by the Contractor for
keerin7 strict account of actual cost , then the Contractor hereby
AOreps to waive the c1Atm for such Additional CO"PPnsdtiOn. Such
notice by tore Contractor, and the fact that the F.n7ineet has kept
account Of t,e cost as aturesaid, shall not in any way he construed
a$ nroving the vall'flty of the claim. Claims tar additional
7.A Genpril Conditions
i!
H� r'STI"A1'
Aefore the first wOrklnq d1Y Of each CilendaT TOnth, the
Contractor shdll submit to the 5nnineer a detailed estle�ate of
the i,ount earned for the separate Portlors of the 'whtk, and
request nayTent . As used in this ArtlCle, the words "amount
earned" means the value, on the date of the esti'satt for
Partial cavment, of the work completed in accordance with the
Contract hocumentS, ani the value Of approves materials
nellVered to the proiect site suitably stored and pratecteo
prior to incorporation into the worn. If the COCtr'ACtor's
estimate of amoun'. earned conforms with the FnOineer's
evaluation, the r''natneer will calcdlatt the amount due [he
COntractor and make recommendation to the Owner for payment.
C. nEDOCTIvi FPO ' FSTI`JATF
In accor-lanCe with PCO Title b0d -nio, the owner will deduct
ani retain IP percent of the first Slnd,onn, and ' percent Of
all remaininl amo'mts due the Contractor unt11 Contract
completion and t,'e Conditions specified in Article F1t;A:
PAYiEliT are met. Such retainaTe Shall he e5tati115ned as a
trust kOnd for tat protection Shll have i lient of ur On SuChS dnl nOnitsn So
Dersnn or Dlr LOn6 who
rese'fve,S.
The amount deducted and retained, in accordance wltn tnis
Article, At tat optihh of the Cortractor Shall tet
1 , Petalned in A fund by the vwmer antic io days follnwiho the
final acceptance of the work And subieCt to the Provisions
of Article FIIAL PAY^IF:'+T, or
2. nep0SIttd ny the i'v-ier In An interest-hearIn0 account in a
Dank, mutual savin S bank, Of saVings ahh loan association,
not subject to withnrawAI until after final acceptance of
the work a SUnJect
o the ovi10 l A
PAYVEN11 i Ided that interes On S1Ch ifCOunt shall he
paid to the COntraetorr or
1. VlaCed In escrow with a hank or trust company uy the Owner
until 1b days tnilowlp'r final acceptance of the work and
sunject to the Provisions of ArtlCle FINAL PAYMENT-
h. !IUALIFICATIOh FOP VA P'r[AG PAYwk"lT FOR MATFRIALS DFLIVEPEr,
Unless modified in the SUPPi F"�'+TANY qualification
for partial rl�,YTent for materials ieliver►d but not Yet
Incorporated Into the work shall ne as '1escripeii telow,
A General Conditions
30
Tee COntrACtor stall *alntdin hia records in suco a manner As to
h TOVi 1p A clear distinction oetween tt'e dtrect mists of work Pall
for on a force account pads and the COsts Of o' •tatimns.
rto rontreetbr shall turnish the Engineer report an<rrs in
fuplteate of each days force account work no later then the
NorKI nq -lay to IOwinq trip pert or mance of said work, "Ihe fatly
report sheets snail itemize the aterials used, and shall Cover the
_ iireet cost of laror and the cnaroes for ClUlrment rental, whether
furnlsnel by the rortroctor, sutContraCt Or, or other forces. The
sally report sheets shall provide names or identifications and
classifications of worKers, the hourly rate of nay and hours
workel, and also the size, tvpe, and identiftc.tion number of
s egglocent and hours oiler Ated.
Material chArnes shall ne surstantlASpA by valid copies Of vendors`
Invoices. 51cn invpicps shall re submitted Witt,, the daily report
%rivets, or, It not avAtlArle, they shall he submitted With
subsequent lolly report snepts. Sams -Jelly report sneers sbAll bP
silnld py the Contractor or nis Authorized aoenr.
tr receive pArt'A1 PAYTents and final Payment for force account
work, the Contractor shall suemlt in a Manner Arprnveo by the
Fn7ineef, detailpd And complete documented verification of the
Contracthr's and any of nis subcontractors' actual current costs
involved in me force account worK pirsuaht to trip Issuance Of an
apProv P% nAngp rimer. :;urh costs shall he submitted within
iu days drter said work has been PPrtormed.
'Jo Vayment 'w I I to r.Aie fcr worS b111lA And submitted to the
_ Fridineet after the 3rr.dA7 tefto't hAs eKflred. No extra or
additiOnal wrirk shAll ne rerformed by the Contractor, except In an
e".er,1encV er! lAn JerIni life or property, urless in pursUAncP of a
written CnAnae order, As trovided in Article ig, AI,TFP ATIri"i5.
7n. PAUTiAL PAY;iF,WTS
A. ,Etit;RAL
NOthinq Contained in tnis Article shall be construed to affect
the rlght, ntrehv rPserVPd, to reject the Whole or Any part of
the ator!sAid *nrk, srould such wOTK be later found not to
comply with the provisions Of use Contract hOCuments. All
pstimatpd quantities of wnrK for which partial DAYnOnts nave
he!❑ made are sabiPCt to review and correctlor on 'tie final
estlmAtp. payment by tre nwnpr and accePtanCe by the
Cuntractor of partial PAvrents hasp_% on ueriodiC estlmAtes at
quantities of work Pettorr'•d shall not, in Any •aY, constitute
a CcePtAnce of the estlt^dt Pd 7g4ntitlPs used as the 04815 for
eo!rputitiq the amnints at the partial Payments.
nA f:Pneral r'pndttlOns
�d
w
1 , I.Anor, Incluoinn foremen, .no are direct iy assldnnl to the
farce account worst (actual payroll cost, ineludimt •aces,
fr In ie benetlts as estahliShed by n•gntiAted labor
agreements, litOr insurance, And laror taxes as est Ahlisned
by law) . ',o hther fixed labor tarlen6 will ne considered,
gnleSs approved In writinq by the uwner.
Y, 1Aterial "liverel and used on the deslgnatel worx,
including sales tax, if paid for by the Cnntractor or nis
subcontractor,
f, Rentil, or equivalent rental Cost of equipment, inclulinq
necessary transportation for items havinq a value In excess
Of sloo.
t s
Is4. Adlrtlonal bond, as required And apprOVed by trip Owner,
S. Adlitional 1nSurarice (Oth(-r thdr labor insurance) as
reoufreq an ) drrrovel by tme Owner.
To costs under "C. F'CpCE Ar CUrihT wOPx", there small he Adde/ the
tollowlnq fixed tees for the Contractor or subcontractor actually
Pertorminq the work:
A fixed fee of 70 Percent of the Cost of Item I above,
fixed fee of IS Forcent aldel to the cost ref Items 7 Ard 3,
and
A fixed fee of f• percent alled to trip cost of Items 4 And S
above.
An 41iltiondl fixed fee of In percent shall he allowed the
Cnntractor for the al?TinLstrAtive handllno of portions of the onyx
that are performed rV an anrroved sunCOntrdCtor. No additional
fixed fee 4111 hp alloweq for the administrative nan1) ln7 of worK
pert Or"'el by a Suhcontraclor of a subcontractor, unless by written
nee^is3fon fro, the Yrer.
The adlel fixed tees small he Consiapred to he full CompensAtlon,
covering the cost of opnerdl supervision, overhead, profit , and any
other gempral expense.
The rl'•ner reserves the riont to furnisn such materials and
equlonent 43 re deems expedient, And the Cnntractor shill nave no
Claim for profit or d,idpl fees on the Cost of Stich matetlais Aril
equipment,
For 04oloment inner Item 3 above, rental or equivalent renta) cost
will be allowel for only tnose „d"S or hours durina which the
egtiimment is In artodl use. Wenre, and transportation Allowances
Shall not exree,' the current rental rates prevalllmu In the
LOCellty. The rertals alloxei for equlriment %III, 1n all cases, he
understood to cover all u.ei, supplies, repAlrs, And renewals, And
MO furtner allowances will to made for tnosp Items, unless specific
agreement to tnAt rffecr is m410.
-A ,;enrral Condttions
24
bd. CI.F,At!i»c UP
The Contractor shall, at all tires, at his own expense, Keep
Prorerty on which worK is in rroaress and the adjacent property
tree from accumulations of waste material or rubbish caused by
employees or by the work. Upon completion Of the coestrdetion, the
Contractor shall, at his own expense, ref-ove all temporary
strictures, rubhish, and waste materials resulting from his
nperatlons.
S PAYMENT
69. AY 'F+tT FUR C1'ANQ. OPDRkS
Payment or credit for any alteratiors covered by a Change Order
Shall he letermined by one or a co Mm inatlOn Ot the methods Set
forth in A, h, or C below:
A. 1lt.1T PRICES. If applicable, ..hose unit prices stipulated in
the Proposal, or Unit prices negotiated and mutually acceptable
to the Contractor and )wner.
9. Lt14P SLIM. A tOtal Sim for the work meootlated ann mutUdlly
acceptable to the Contractor and owner.
In •A" and .hw above, Contractor's Quotations for Change ttrders
Shall be in writino and firm for a person of 30 'tAvs, Any
comnenSation nail in conjunction with the terms of a Cnan9e ntder
Shall comprise total comprnSdtion tue the CnntrActur for the .orK
or alteration yenned in the Cr.amae nrder. 1ty signing the Change
)tier, the Contractor acknowledges that the stipulatert comoensatton
inclides payment for the work or alreration pleb all Pdyment for
t' • lnterruition of schedules, extended overhead, delay or any
er impact claim or ripple ettect, ann by such Kilning
ecitically waives any reservation or claim for additional
co%ensdtlotl In reSrect to the Subject Of the Change nnder.
The naner's reQuest for giotations on alterations to the work Snail
not be considered diCn07izdtiOn to proceed with the wcrK prior to
the issuance of a formal Change Orler, nor shall such re Juest
IUStltV Any nt :ay in existing •orK. LUmp shm quotations for
alterations to the wOrK 3r411 include sibStantiAtIng dOCUmentatlOn
with an itemiZed bredkdown of Contractor and subcontractor costs,
inclUditl7 lanor, material, rentals, approved services, overhead,
and profit caleUlated as 6Peciflea under "C" t•elow.
C. FUPCE ACCOti9T wUPK. if ' ^e meth'rd of payment cannot he agreed
Upon prior to the bebinbinO of the work, and the (loner or the
Eniineer llrects that the •ork. he 'tone by Pritten Cnanoe nrler
or on a for, , account basis, then the Contractor snail furnish
labor, eillipmeht, and materials necessary to complete the work
In a satisfactory ranrer and wlthln A reasonable period Of
tjAe. for the work perf Ormei, nAyment .ill be mane for the
n0C-.TPntPl act VAI CCSt of tte fnllnwin7:
+:A (,enpral COm-litiOns
i�
'rr.e contractor shAll not load or permit any Part of the structure
to re loaded with a weidnt that will endanapr its safety.
64. SVHSTAPTIAI, COMILFTiud DATE;
Toe Engineer may, at his sole discretinr, issue a written notlee of
Substantial completion for the purpose of estaollsning the starting `
date for specific equipment Guarantees, and to establish trip late
th4t the nwher will ASsule the reSponsinillty for the cost of
operating such equipment. Said notice shd11 not ve conslderel as
final 4ccentAnce of anv portion of trip work or relieve thr
s Contractor from Completing the remaining work within tr,e snrClfied a
time and in full compliance with the Contract Ooruments.
"surstAntial Comription" of an operatin7 facility shall or that
1tifee of Co�pletion that will provide a nlnimum Of 7 Continuous
work d4ys of successful opPrAtibn in which all Performance an;
SCCeotatice testing hAS been successfully lemonstrAtel to the
Fnginerr. All equipment contained In the work, plus all other
comporents necessary t0 enable the IlYner to operate tre facility In
tte 'xdnner that was intended, Shalt be complete on top substantial
Comr•lptlon d4te. See "SUPSTAhTIAL C0"VLFTI1lf+" under Article
'If-FI':1 Tt J1:5, of these r.F'af.HAl CrIMITIONS.
6S. PFPV1RHAwCE TF5T111G
nper4ti117 eouinment and systems shall he Performance tested In the
presence of the fnqineer to temonstratr compliance witn the
specltiel requirements. Performance testing shall he conducted
nnlor the SrpcttiP,i design operating renditions or under sucn
SIT'tlatel operdt3m7 conlltions as recOTmendel or Approved by the
En4inepr. Schedule SUCK testing with the Enaineer at least 1 week
in advance of trip planned date for testing.
66. ONdEft"S 75F (IF POFTIW'S of rHF w1IPK
The Owner shall have the right to take possession of And use any
COmrlefel or PArtially completed portions of trip +ark. SUCK lisp
shAll not me considerpd as troll accePtAnce of Any portion of the
work, n^r snall Guth use pe Considered aS CAUSP for an extpnsicn of
the Contract completion time, unless Authorized by a Change Order
Issued by the owner.
b7. CUTT1':1 AV) PATCtllhr,
The Contract Or Shall do All rutting, fittina, Or pat ChinV Of his
wor4 that may be required to make its several parts coTp tOoether
nroLerly and fit it t0 receive or be received by work of Other
Contractors shown upon or reasonAnly 1TrliPl ry tre nrdwiF'". Any
defective work or materi4l, Perrormei or furnished oy the
Contr4etor, thit TA', ne liscoveled by the Fnglneer before tMe final
ACCept4nce Of the 'work or nefore final naympnt has repo mole, shall
he removed 4ni rPrlacen or ratched, in a mAnnpr as aprrovpi ny the
•.r Olneer At top exLense of the Cohtractot.
'..A renerAl renditions
?5
p
it. no event shall the Contractor he entitled under this Contract tg
collect Or recover any damages, lots, or explrse Incurred ry any
delay other than as Caused by the Owner, as stipulAterr In
Article 72, •gL)TICF OF CI,A14 FOP DELAY.
61 . LIVIDArEO DAMAGES
s
Sro,ild the Contractor fail to complete the work, or ary part
thereof, in the time agreed upon in the Contract or within suer,
extra time as may have been Allowed for delays ty extensions
s it Antel as provided In the Contract, the ContrActor shall reimburse '
the Owner for the dddttioral expense and damage for Each ca)ei,dar
day, Suniays And leaai holidays excluded, tr,at the Contract remains
uncompleted atter the Contract completion date, It Is agreed that
t're amount of such aiditlonal expense and damage incurred by reason
of failure to complete the worK Is the ter-diem rate, as stipulated
in the proposal. The said amounts are hereby anteed uuon as
llguilated da+woes for the lnss to tho owner (In account of expense
due to the employment of Enoineers, inspectors, and otner emploVee;
after the expiration of the time of completion, and on account of
the valt.e of the operation Of the works dependent thereon. It Is
expressly indersLgOd and alreei that this amount Is not to he
considered In the natgre of a penalty, rut As liquidated damages
wnlCh nave accrued Against the contractor. The owner shall have
the right to deduct suet) namAoes from any amount due, or that MAY
t:eCone die the Contractor, Or the Amount Of such r,a-a')e5 small be
due And Collectible from the Contractor or his Surety,
b2. OTME:P CP')TPACTS
TLe Uaner reserves the, right to let Other Contracts Ir connection
with the wOrK. The Contractor shall Afford other Contractors
reasonirle odportunity for trip introduction .7r•d storage of their
materials Ani the execution of their work ani shall properly
connect end coordinate his work witn theirs.
It any part of the work irder this Contract depends on the prior
Acceptable completion Of work by others under «varate Contract(s) ,
the Contractor shall lrspeCt And promptly repo. to tre Engineer
Any iefects In such worK that would Adversely affect the
satisfactory completion of trip work under this Contract, The
Contractor 's failure to so inspect and report shall constitute
acceptance of the work my Others as belno sultarle for the prober
reception Ani completion of tone work under this Contract,
excli�lino, however, those detects In the work by others teat occur
after the satisfactory completion of the work specified hereunder.
bl. 1r5e, IF 4PF141:4.5
the Contract�r srall confinp his equipment , tr•e storage of
materiAls, and the oreratton of his worYers to limits shorn on the
r)rawings or ineicatel by 14w, nriinances, ter-its, or ifrectlons of
the F.nolrieer, and s')all not unreasonably encirbpr the pre-lses with
his materials. The Contiactot shall provide, at his own expense,
the necessary rights-of-wAy And access to the wOrK which may ee
reaulred outside the litits of the owner's property.
:a general ConditimmS
in lleu or the toregolnq, if the llwner so elects, ne may terminate
the en,nioy*sent of the Contractor and take possession of the
precises and of all m.fteriils, tools, and appliances thereon and
finish the +mrk by whatever method he may neem exre'llent , in SUCK
Case, the :'OntraCtor shall not to entitled to receive any further
payment until the work in finished. It the expense Ot completioq
the Contract, inCludina compensation for additional mananerlal and '
administrative servlCes, shall exceed such unpaid halance, the
Contractor shalt pay the ditference tr the owner,
be. DFLAYb ps+D F.XTFNSIO,4 nF TIME
a If the Contractor is delayed in the orolress of the *Or) ny any act
or nenleCt of the owner or 'hP Wn?lneer, or by any separate
w
Contractor employed ny the Owner, or by strikes, lockOurs, fire,
unusual weather conditions, or unavoidat�le cdsnalttes, the
Contractor small, within ax hours of tr.e start of the occurrence,
give notice to the owner of the cause of tip rotential aelav and
esti•r,ate top pOSSlhle time extension involved, althin 7 da)'S after
the cause Of delay has heen remedlP,1, the Contractor mall nave
notice to the Owner of any actual time extension requested a$ a
result of the aforementioned Occurrence.
`so extension of time will be granted to the Contractor for delays
occurrin'1 to parts of the work that have no measurable Imr4ct on
the completion Of the total work under this COntraCtt nor will
extension of ttmP rP granted for delays to parts of work that are
not locatel On the critical pdth it the Critical path 4etnO , (Crwl
is used for senedulln4 tnP +'ork.
No extensioh of time will be corsl'lerel for weatner Conditions
normal to the area 1n which the work is helm neYtormel, dnusUal
weather Conditions, it peterlined by the r:ngineer to be of a
severity that would stor all progress of the work, may he
considered as Cause for an extension It COnttdCt Completion time.
relays in delivery of eauipeent or material pdrehased by the
Contractor or his subcontractors (Sncludlna Own►rr-selected
<quipment) shall rot be censldered as a lust Cagse far delay. The
Contractor shall he tu) ly responsible to the timely orderinq,
SChednilnq, expeditlnr •Plivery, rn , installation of ads, eculPment
and naterials.
Althln a reasonable period alter the COntlaCtor suomits to the
owner a written request for an extension of time, the tnglneer will
Oreseftt his written OPlnlrn to the Owner as to whettet an extension
of time is justified, and, it so, nis r000T111Pn18tiOn as
make to the
numcPr of days for time extension. tt.e gwrer will
final
leclsion on all reiuests for extension of time.
. A eiera.
24
,
S
57. AS61GWAENT
aeltner party to the Contract Snail assi1JP the Contract or Sublet
1t as a whole, without the written consent of the other, nor shall
the Contractor assign any monies due or to become due to him
hereunder without the previous wri-.'en consent at the Uwnef.
s 58. Ow'lt R'S RIGHT TO 00 WOFK
If the Contractor should, in the opinion of the Fngineer, neglect
to prosecute the work properly or ShOuld ne-tlect or refuse at his
own cost to taKe alp and replace work as Shall have been rejecte,' by
the Enilneer, then the Owner Shall notify the Surety of the
condition, and after to days' written notice to the Contractor and
the Surety, or without notice it an emergency or ddnglt to the work
or public exists, and without Frelullce to any Other right which
the Owner may have under the Contract, taKe over that portion Of
the work which has been imororerly eleCuted and make 90od the
deficiencies and deduct tre cost thereof from the payrents then or
thereafter due the Contractor.
S9. OWVER'S RIGHT TO TRANSFF.k K!tPLUYYFNT If the Contractor should abandon the work or should tie adjudged
Pankrunt, or it he should make a general assignment for toe Penefit
_ at his creditors, or if a receiver sh, dld Pe Aprointen on account
of his Insolvency, or if he should rersistently Or repeatedly
ref-use or should fail, except 1• cases for which extension of time
Is lroviled, to surrly PnOugh p. OpPrly s<Illed workers or proper
Taterlals, or if he shoulo fail to make oromot Payment to
subcnntractors for material or lahor, or persistently disre - rd {.
laws, ordinances, or the instructions of the Fngineer, or erwise
no guilty of a substantial violation of any provision of
Contract or any laws nr ordinance, then the Owner may, vi t
orejuutce to an; other right or remedy, and after giving t
Contractor and Surety 7 'lays' written notice, transfer the
employment for said work from the Contractor to the Surety. Ur on
receipt at SuCh notice, such SUIety Shall enter upor. the promises
and take r'JSsession Of all materialS, tools, and appliances th!reo❑
for the purpose of complettra the work included under this Contract
and employ, my Cortr'ct or otherwise, any qualified person or
persons to finish ttd work and proVime the materials tneref Or, In
accordance with the Contract Documents, without termination Of the
contlnu_ng full force and effect of this Contract . In case of such
transfer of employment to such Surety, the Surety Shall oe Paid in
its own mime On estlmdr 's acCordinT to the terms hereof Wlthcut any
right Of the Contractor to make any claim for the same or any part
thereof.
rA General Conditions
%3
pRr1GdFSS OF THE; wJRx
........ .. ... ....
S4. Ht'GvitamG OF THE; onRx
HefOfe wOfK shall be started and materials Ordered. tr,e Contracor
Shall meet and Consult with the Owner and/or Enalneer relative ,
materialst equipment, and all arrangements for prosecutJnq toe
work.
SS. SC MFnU 4t;S AHD PPOf.NF$S gF,FORi$
s
Prior to itartlnq the constriction. the Contractor shall rrepare
and supmft to the Engineer for review, a progress schedule snowing
aPvTOxlmately the dates On which each part or division Of the ■ork
is expected to me started and finished. The progress schedule
$hall be brought up to date and submitted to the E:ntilneer at the
!nd of each month or at such other times the Engineer may request.
The Contractor shall also forward to the engineer, at the and Of
eaCn month, an Itemized report of the delivery status Of r'ajor and
Critical Items of nurchased OlUipment and material, Including shop
drawings and the status of shop and field fabricated work. These
PrO(Jress report$ shall Indicate the date of the Purcnase order, the
current percentage of Completion, esrlmated delivery, and Cause of
delay, if any.
If tae completion of any part of the work or the delivery of .
materials Is behind the approved schedule, the Contrac>or snail
Submit in writing a Plan accertdble to the finer and t.nolnetr for
bringlnq the work tip to schedule.
The owner shall have the rignt to althnold progress payments for
the worK It the Contractor fails to update and submit the progress
schedule and reports as speclfiei.
S6. PRnSeCUTfON OF THE aopk
It It expressly understood and agreed that the time of heninnino,
rate of orodress, and time of Completion of the work art the
essence Of this Contract. The korK snall he rroseeuted at such
time, and in or on such part or Parts of the Prolect as may oe
required, t0 complete the ardlect as Contemplated In '..te Contract
110cu•rPmts and the aprroved Construction schedule. ,
It the Contractor desires to carry on *ark at night or outside the
reghfar nours, ne shall alve ti^^ly not' 'o the Fnilneer to alloy
satl$taCtory arrangemehts to no made t, • >Ct1hq the work in
progress.
bA General Connitlons
2t
S TALBOT HILL
AGREEMENTS , PERMITS, EASEMENTS - W_5gg 6
Naze Of Utilit Responsible Authority Telephone NO.
........... ......... ......... ...
of Trantportation
INTERFERING STRUCTURES
lax@ necessary precautions to prevent damage to existing structures
whether On the $urtscl, aboveground, Or underground. While attempt naf
been made to show major structures on the Drawings.
he
information has been COMO'Sed fro. the pest available sources, its
Completeness and accuracy cannot be guaranteed, and it is Dresentsd
simply a$ a guide to avoid Known Possible difficult'*$,
protect underground and aboveground existing structures from damage,
het Or not they
such within existing*he sign$,it$ Of the "SomentS fences, gat@$, barns, tained sheds, by
t own
the Owner.
buildings, or any other str ue ture must be removed in order to rroDeriY
Carry out the construction, or are damaged during construction, restore
to their original Condition to trig satisfaction of the property owner
involved at the Contractor's own expense. Notify the Engineer Of any
m&Ke reDeir$ or replacements before
damaged underground structure, end
bOCktilling.
without additional COmpensation# the Contractor may remove and r*plaee
in a Condition a$ good as or better than original, such small
miscellaneous structures as fence{, mailboxes, and signpost$ that
intorfer* with the Contractor's operations.
FIELD RELOCATION
During the progress Of construction, it is expected that minor
relocations of the wOrK will be necessary. SUCK relocations $hall be
oon Of the
wnebexisting!
r. and at I t structuresEger artn encounteredn which'tional preventsost the t0 the
Construction Of the pipeline, and which are not properly shown on the
OfarinQ$r notify the 6mgineer before continuing with the construction
in Order that the Engineer may ,axe such field revisions ae nlCtffarY
to avoid Conflict with the existing structures. It the Contractor
$nail fail t0 {o notify the Engineer when an existing structure is
encountered, and $Ball proceed with the Construction despite this
interference, me $hall do so at his Own risK.
EASEMENTS
m public or
erty
*Where segment$t and{ Of the Work e pr permit$ will be Obtained by the Owner. Eafementsp will,
pr Ovid* for the use of property for construction Pu."Dose{ to the ext.nt
and permits
indicated on the sa$emtnts. copies ofIthese smallabemtno Contractor's are
available upon rtqu*{t to the Owner.
responsibility t0 determIna the adequacy Of the ea$*m*nt Obtained in
every Cut and to sold• by all rag4Srements and provisions of the i
easement, Inc Contractor sne11 confine nis construction operation$ to
Within the easom*nt limits Or street rl� t-Of•way limit$ eta Or mpupliC
spacial arrangements with the prope.tY Owners or apD
agency for tre additional ate& requited. Any d4m8" to property#
vlde
either insideor outside the limit{ O! the taseme� ' :' sp&Cd by th►
Owner, small be the respOnsipillty of the Cos,trac:.r a specified
herein, The Contractor an*li remove, protect, $no :$Dlaee ate fences
General N*Q4irement6
6
i
I
i
1
1
{
In the event of Interruption to domestic water, sewer, storm drain, or
otter utility serVlCes as a result Of accidental breakage due t0
construction Operations, promptly notify the proper authority.
Cooperate with said authority in restoration of service as promptly as
Possible and bear all costs Of repair. In no case small interruption
of any water or utility service be allowed to exist outside working
hours unless prior approval is granted.
Drsinage culverts which are damaged Or removed by the Contractor shall
be replaced in Kind at the expense of the Contractor.
The Contractor shall replace, at his own expense, any and all Other
existing utilities or structures removed or damaged during
construction, unless otherwise provided for in these Contract Documents
Or Ordered by the Engineer.
EXISTING 20-INCH OATEP PIPELINE
Remove and dispose of the *stating 20-inch water pipeline when
necessary for Construction or where specifically stated On the
Drawings. Abandon the :est in place and plug all ends with Concrete,
Provide temporary caps to keep existing water services functioning
where indicated On the Drawings,
MAJOR PUBLIC UTILITIES SERVING THE AREA Or WOPK
The following 16 a list of the major public utilities serving the work
area indicating the name and telephone number of the responsible
authority of the various utilities, The City of Penton nos a one-call
system that will notify some of the utilities of activity in the area.
The telephone number is 206/682-5464. The Contractor shall contact all
utilities before work starts for utility location or if Conflicts or
emergencies arlse during the progress Of the work{
Name Of Utility Responsible Authority Telephone No.
.... .. ....... ........... ......... ......... ...
Water, sewer, and City of Penton 23S-2631
storm sewer Department of Public Works
Water Seattle Water Department 255-2242
Sanitary sewer Metro 447.6676
Sanitary sewer Cascade sewer District 255-2524
Gas Washington Natural Gas 622.6767
Telephone Pacific Northwast Bell 2SS-4591
Power Puget Sound Power and Light 2SS-2464
Storm sewer, roads King County 344-2547
Oil Olympic Pipeline 226-8480
Highway Washington State Department 764.4247
General Pequiresents
S
y
SUdSUMFACE INVESTIGATION
No test holes or norings nave been made by the Ownerr however, any
Information the Owner may have Concerning subsurface Conditions will
be made available to the Contractor upon request,
The Contractor shall examine trio atte and may make arrangements with
the Owner to conduct his own subsurface investigation.
UNDF.RGRUUNO UTILITIES
Known utilities and structures adjacent to or encountered in the
work era shown on the orawinvs. The locations shown are taKen from
existing records and the best Information available trom existing
utility planar however, it is expected that there may be some
discrepancies and omissions in the locations and quantities of
utilities and structures shown. Ihose shown are for the convenience
of the Contractor only, ano no responsibility is assumed by either
the Owner or the Engineer for their accuracy or completeness.
CONTRACTOR'S RESPONSIBILITY FOR UTILITY PROPERTIES AND SERVICE
Where the Contractor's operations could cause damage or inconvenience
to railway, telegraph, telephoner television, power, oil, gas, water,
sewer, or Itrication systems, the operations shall be suspended until
all arrangements necessary for the protection of these utilities and
services have been made by the Contractor.
Notify all utility offices which are affected by the construction
operation at least 49 hours in advance. Under no circumstances expose
any utility without first obtaining permission from the appropriate
agency. Once permission has been granted, locate, expose, and provide
temporary support for all existing underground utilities.
Power and utility Poles interfering with the construction oPeration
will be the responsibility of the Contractor. Protect all poles from
damage. If interterina cower poles, telephone poles, guy wires, or
anchors are encountered, notify the Engineer and the appropriate
utility company at least 48 hours in advance of construction operations
to permit trio necessary arrangements for protection or relocation of
the interfering structure.
The Contractor shall be solely and directly responsible to the Owher
and ortrators of such properties for any damage, injury, expense, loss,
Inconvenience, delay, suits, actions, or claims of any character
brought because of any injuries or damage which may result from the
construction operations Ynler this Contract.
Meitner the Owner nor its officers or agents shall be responsible to
the Contractor for damages as a result of the Contractor's failure to
protect utilities encounterel in the worK.
.Sg.
General Requirements
4
The Engineer reserves the right to withhold line and grade on any
Pipelines *her, In his opinion, backtilling behind the pipe laying Is not
satisfactory, when pipe testing Is not satisfactory, and when cleanup end
restoration of physical properties 16 not complete.
Clean ip construction debris, excess excavation, *zees$ materials, and
completely restore fences, mailboxes, ditches, Culverts, signbosts, and
aimilar items Immediately following the final backff)ling,
SITE CONDITIONS
SITE INVESTIGATION AND PEPPESENTATION
The Contractor acknowledges that he has satisfied himself as to the
nature and location of the work, the general and local conditions,
Particularly those oesrl.ig upon availability of transportation, access
to the site, disposal, handling and storage of materials, availability
of labor, water, electric power, roads, and uncertainties of weather or
similar physical conditions at the site, the conformation and
conditions of the ground, the character of equipment and facilities
needed preliminary to and during the prosecution of the work and ail
other matters •hlch Can in any way affect the work or the cost thereof
under this Contract.
The Contractor further acknowledges that he has satisfied himself as to
the character, quality, and quentity of surface and subsurface
materials to be encountered from his insPecticn of the site and from
reviewing any available records of exploratory work furnished by the
Owner, Failure by the Contractor to acquaint himself with the physical
conditions of the site and all the available information will not
relieve him from responsibility for properly estimating the difficulty
or cost at successfully performing the work.
The Contractor warrants that as a result of his examination and
Investigation of all the aforesaid date that he can perform the work in
a good and workmanlike manner and to the satisfaction of the Owner.
The Owner assumes no responsibility for any representations made by any
of its officers or agents during or prior to the execution of this
Contract, unless Cl) such representations are expressly stated In the
Contract, and (7) the Contract expressly provides that the
responsibility therefor is assumed by the Owner.
INFORNATIOU ON SITE CONDITIONS
Any information obtained by the Engineer regarding site conditions,
subsurface Information, groundwater elevation$, existing construction
of site facilities as OPPIlCeble, and similar data will be available
for inspection at the office of the Engineer upon request. Such
information is offered as supplementary information only. Neither the
Engineer nor the Owner assumes any responsibility for the completeness
or interpretation of each supplementary Information.
General Pequirements
I
SHUTDOWN OF EXISTING OPERATIONS OR UTILITIES
COntimuoUs operation of the Owner's existing water system Is of
Critical Importance.
Tie-ins to existing services or utilities, or for other work that
requires the temporary shutdown of any existing operations or utilities
shall be planned in detail With appropriate scnedul:ng of the work and
coordinated with tme Owner Or Engineer. The approved acmedule for
shutdown or re-start small be indicated on the Contractor's Progress
Schedule, and advance notice Snell be given in order that tre Owner or
Engineer may witness the anutdOWM, tie-In, and startup.
All materials and equipment (including emergency equipment) necessary
t0 expedite the tie-ins shall be on hand prior to the shutdown of
existing services or utilities and approval obtained from the Engineer.
OPERATION OF EXISTING SYSTEM PROHIBITED
At n0 time unlertaxe to close off +ny lines or open valves or taKe any
other action which Would affect the operation of the existlnq system,
except as specifically required by the Drawings and Specifications and
after approval is granted by the Owner . .request approval 2 worKing
days in advance of the time that Interruption of the existing iyatem Is
required.
SCHEDULING
Plan the work and Carey it out With minimum Interference to the
operation of the existing facilities. Prior to startln-, the work,
confer with the Engineer and Owner 's representative to develop an
approveo Contractor's Progress Scnedule which will Gerrit the
facilities to function normally as practical. It may oe necessary to
do Certain parts Of the Construction work outal�e normal working hours
in order to avoid undesirsole conditions. The Contractor small do thla
work at such tlmea, alld at no additional Cost to the Owner. Do not
make connections between existing work and new work until necessary
inspection and tests nave been completed on the new work and It is
found to conform In all respects to the requirements of the Contract
Documents.
PROGPFSS OF PIPELINE CONSTPUCTIUF
........ .. ........ ............
The work Shall proceed in a systematic ranner so that a minimum of
Inconvenience will result to the public In the course of constriction. It
is, tmerefore, necessary to tontine operations to as small A length of
worK area per crew as Is practical. Nor-ally, the trenching equipment
shall not Ow farther than 200 feet ahead of each pipe-laying crew or Such
distance as necessary to provide maximum safety. Backfill the trench 50
no section of approved pipe Is Jett open longer then Is absolutely
necessary. The safety Conditions Of open exCSvatlOna Small be the
Contractor's responsibility. Coapletely baCKtlli and clean up after each
section Of pipe nos Deem inspected and approved.
,eneral Requirements
2
A
01001 GENERAL PLOUIREMENIS
..... ....... ............
PROJECT DESCRIPTION
....... ...........
A brief description Of the work is stated in the INVITATION TO SIO. To
determine the full scope Of the PrO�ect or any particular part of the
project, coordinate the applicable information in the several parts at
these Contract Documents.
The work Covered by these Contract Documents has Dean divided into
separate schedules. Tf awarded, these schedules may at awarded in any
combination. However, It is anticipated that the schedules will be
awarded In the following order of Precedence based On the amount of
financing availsblet Schadul•s H, P. A, I, G, E, D, C, B.
The Contractor's attention is directed to the SUPPLEMENTARY CONDITIONS,
which Contain other special requirements that are Pertinent to this
project.
SEQUENCE Or OPERATIONS
........ .. ......I...
In order to meet the overall objectives of this project, certain elements
Of work must be completed In the following sequeneel
The work for Schedule M shall be completed within 90 days after
commencing work On this Contract.
COORDINATION
The Contractor shall cooperate in the coordination of separate
activities in a Penner that will provide the least interference with
the Owner's operations and other contractors and utility companies
working in the area, and in trio interfacing and Connection of the
separate elements Of the overall project work.
A water pipeline will be constructed by others Meat of the welt and Of
the bridge over SR 167 (see shoot 10 of the Drawings). The Contractor
shall coordinate the time of the connection t0 the existing pipeline on
the east side Of SR 167 wltn trials others and the Owner.
It any difficulty or dispute should arise in the accomplishment of the
above, the problem shall be brought immediately t0 the attention at the
Engineer.
The Contractor is subject to this requirement for cooperation, and
Shall abide by the Engineer's decision in resolving project
coordination problems without additional cast to the Owner.
Central Requirements
I
M+A 40norail manufacturers, Association
NHMA National Suilders' hard.are Association
NEC National Electrical Code
NEMA National Electrical Manufacturers' Association
NESC National E}actric Safety Code
NFPA National Fire Protection Association
NLMA National Lumher Manufacturers' Association
U40A National woodwork Manufacturers' Association
OECI Overhe4d Electrical Cron* institute
nSHA Occupational Safety and Health Act (both Federal t State)
PS Product Standards Section - U.S. Department of Commerce
it
PLM PLM Standards Institute, Inc.
PNA dubber Manufacturers' Association �,`�
SAE Soci'ty of Automotive Engineers
Sol Steel Doir Institute „a
SSPC Steel Structures Painting Council
TEMA Tubular rxcnanoor Manufacturers' Association , •
TCA Title Council of AmerlCS T,
NBC Uniform Building Code
UL Underwriters' Laboratories, Inc, •ri
wwPA western wood Products Association
Unless a particular issue is designated, all references to the above
so•eifieations, standards, nr methods shall, in each instance, be
undetstooA to rotor to the issue in affect (including all amendments) On
the date of the INVITATION TO BID,
rt.
Ahbroviations
Z
A
Pev, 11/7Y
ARbPEVIATION5
whlnevor in these COntraCt Documents the following abbreviations are used,
the intent and meanino mall be Interpreted es f011owsl
AA Aluminum Association
AAMA ArCnit#CtGral Aluminum Manufacturers' Association
AASHTO American Association of State Pignway and
Transportation Officials
AC American Concrete Institute
AFRMA Anti-Friction Rearing Manufacturers' ` ssoCiation
AGA American Gas Association
AGMA American Gear manufacturers' Association
AISC American Institute of Steel Construction
AISl American Iron and Steel Institute
AITC American Institute of Timber Construction
AMCA Air Moving and Cenlitioning Association
ANSI American. national Standards Institute
APA American Plywood Association
API American Petroleum Institute
AREA American Railway Engineering Association
ASAE American Society of Agricultural Engineers
ASCE American Society of Civil Engineers
ASHPAE American Society of Heatina, Pefrigerating and Air-
Conditioning .'ngineers, Inc.
ASME American 50clety of Mechanical Engineers
ASTM American Society for ;eating and Materials
Awl Architectural woodwork Institute
Aw5 American welding Society
AwPA American Hood Preservers' Association
AwPB American wood Preservers bureau
AwMA American water works Association
RHMA Rufiders Hardware Manufacturers' Association
CBMA Certified Rallest Manufacturers' Association
CDA Cooper Development Association
CISPI Cast Iron Soil Pipe Institute
CMAA Crane manufacturers' Association of America
CPS1 Concrete Reinforcing Steel Institute
Fed. Spec. Federal Specifications
MI Hydraulic Institute
MMI Hoist manufacturers' Institute
ICBO International Conference Of 5uflding Officials
IEEE Institute of Electrical and Electronics Fngineers, Inc.
ICFA Insulated Cable Pnglneers' Association
JIC Joint Industry Conferences of 4ydraullc manufacturer$
AhbreVlations
f
7
J
r �
� o
The Contractor ehali, it required by the County or State, Provide a
bond in the amount and form deeignat -d before commencing work,
i
;UPPlementary Conditions
S
The Contractor shall provide a competent employee during normal
working hours to assist the Engineer, when required, In checking
lines and elevations in the Contractor's layout and for measuring
quantities for payment Purposes as the work proceeds. The
Contractor shall cooperate with the Engineer so that tht checking
and measuring may be accomplished with the least interference to the _
Contractor'■ operations.
ARTICLE "SHOP DRAWING SURMITTAL PROCEDURE"
Add the following peragraphi
RECORD DRAWINGS
The Contractor ■h•11 maintain on the lobsite, and make available to
the Engirser on request, one current record set of the design
drawings which accurately indicate all approved variations in the
completed work that differ from the design information shown on the
Drawings.
ARTICLE "GENERAL LIABILITY INSURANCE (INCLUDING AUTOMOBILE)"
Revise the $2,000,000 umbrella excess coverage to the amount of
1110001000.
ARTICLE "BUILDERS RISK ALL RISK INSURANCE"
Delete the following coveraosse
Loss Caused by earthquake.
Loss Caused by landslide.
Loss caused by flood.
Loss Caused by collapse.
ARTICLE "ORDINANCES, PERMITS, AND LICENSES"
Add the followingi
PERMITS FOR WORK WITHIN THE COUNTY AND STATE RIGHTS-OF-NAY
The Owner will obtain from the County and State the necessary
permits for work within their rtgnts-of-way. A copy of the permits
will be •vailable at the office Of the owner. The Contractor shall
abl4e by all regulations and conditions stipulated in the rermits,
and such conditions and requirements are hereby made a part of these
SUPPLEMENTARY CONDITIONS, as fully and completely as though the same
were fully set forth herein. ;ht Contractor shall examine the
permits granted to the Owner, by the County and State. Failure to
do so will not relieve the Contractor from compliance with the
requirements stated therein.
Supplementary Conditions
4
ARTICLE "SPECIFICATIONS"
Add the following,
STANDARD SPECIFICATIONS
Wherever In these Contract Documents reference is made to the
"4tandard Specifications", said reference shall be understood as
referring to the Current edition of Standard Specifications for
Mun1CIPa1 Public works Construction, which applicable parts are
Incorporated herein and made a Part Of these Documents by 6plC1lSC
reference thereto.
If
Modified rbyeors contained n
areinconflictwithasupplemental information in
these Contract Documents, the requirements 0" these Contract
Documents shall prevail.
FEDERAL, STATE, COUNTY, AND LOCAL STANDARD SPECIFICATIONS F
Where portions of the work traverse or Cross Federal, State, County,
or local highways, roads, or streets, and the agency In control of
such Property has established standard IPeclflCetlons governing
Items Of work that differ from these Specifications, the most
stringent requirements shall apply.
The Contractor shall comply with all regulations and requirements of
the State M19MWSY Department and the County Road Department wherever
the work traverses or crosses State or County highways.
ARTICLE "LINES AND GRADES"
Add the followings
The Engineer will establish the locations Of Pipelines by means of
Offset stakes set at 25-foot intervals for sewer Sine. and 100-foot
Intervals for water lines and will Indicate the depth Of Cut where
specific elevations are called out on the Drawings, ?he Contractor
shall lay Out the work from the offset stakes, and establish any
additional elevations as may be required t0 Carry Out the work.
The Contractor shall notify the Engineer in advance of the time when
the grade and line Will be needed. The Contractor will not be
allowed extensions Of time Or damages because Of delays Caused by
Insufflclent line and grade, unless the Engineer has been notified
3 days in advance of such need.
The dimensions for lines and elevations for grades of the
structures, appurtenances, and utilities are Indicated On the
Drawings, together with other pertinent information required for
laying out the work. If site conditions vary from those indicated,
the Contractor shall notify the Finalneer immediately, who will make
any minor adJustment as required.
Supplementary Condition.+
3
I
,.µ
ITEM "AWARD OF CONTRACT"
Add the fO110WInQi
Only one contract will be awarded for the number of schedules
selected for Construction.
ITEM "BASIS OF AWARD"
Acid the following;
lf, at the time this Contract is to be •warded, the total Of the
lowest acceptable Proposal exCerds the funds then es'imated by the
Owner as available, the Owner may reject all bids or take such other
action as best serves the Owner's interests.
LOWEST ACCEPTABLE PROPOSAL
The lowest acceptable Proposal will be the Proposal Of the lowest
responsible Bidder, as determined by the Conditions set forth in
Article BASIS OF AWARD and the subparagraph LOW BIDDER.
responsible Bidder shall be one who, In the Owner's sole and
absolute judgment, has the qualifications, Capability, and financial
ability to perform the work in accordance with the Contract
Documents.
LOW BIDDER
The low bidder will oe determined on the basis of the lowest sum of
extended totals for Schedules A through I as stated in the PROPOSAL.
REVISIONS AND ADDITIONS TO THE GENERAL CONDITIONS
......... ... ......... .. ... ....... ..........
The GENERAL CONDITIONS are harecy revised a■ followst
ARTICLE ^OWNER", "ENGINEER", "CONTRACTOR", "BIDDER"
Add the followings
OWNER
Wherever in tnase Documents the word "Owner" appears, it shall be
understood to mean the City of Renton, whose address is Municipal
Building, 200 Mill Avenue South, Renton, weshington 99055.
ENGINEER
Wherever In tnese Documents the word "Engineer" appears, It shall be
understood to mean CH2M HILL and their authorized representatives,
acting either directly Or indirectly as authorized agents Of the
Owner.
:>>Pplereatary Conditions
2
Any becKfllled trench for which final surface restoration is to re,
grovel surfacing shall be maintained level with the existing grade wi:r,
maintenance gravel. Any baCkfilled trench for which final surface
restoration Is to be asphalt Concrete shall be maintained level with
the, existing grade with 2-inch thick maintenance gravel base Course and
a 2-lnCh thick Cold asphalt plant mix pavement. Such temporary base
and pavement small be required any time the roadway is needed for
vehicular traffic and permanent pavement cannot be placed. Contractor
shall stockpile maintenance gravel and cold asphalt plant mix on site,
No additional payment will be made for the maintenance of the trench
backfill .
DISPOSAL OF EXCESS EXCAVATED MATERIAL
Dispose of all excess excavated materials. Make arrangements for the
disposal and bear all costs or retain any Profit Incidental to such
disposal.
SETTLEMENT
Any settlement not d Jr! oackfill, fill, or In utilities or structures
built over the baCKZil1 or fill within the I-yea: warranty period in
accordance with the GENERAL CONDITIONS will be considered to be Caused
by improper compaction methods and shall be corrected at no cost to the
Owner. Utllltl-s or structures damaged by settlement shall be restored
to their original Conditio❑ by the Contractor at no cost to the Ownel .
D. PAYMENT
Payment for the work specified in this section will be made at the unit
prices stated in the Prc, �sal and Shall be Included under the following
items. Computation of quantities will be as indicated for each Stem
and will be based upon measurements made by the Engineer.
Payment for trench excavation and backfill for fire hydrant assemblies,
valve boxes, valve Chambers, connections to existing water pipelines,
manho.es, sewer service connections, and water service connections will
be included under those sections,
TRENCH EXCAVATION AND SF,LECTEO NATIVE BACKFILL
Payment for trench excavation and selected native backfill will be made
at the respective unit prices per linear foot stated in the Proposal
for the trench excavation and selected native backfill and all
Incidental work.
The length of trench for which payment will be made shall be the
measured horizontal distance along the Centerline of the pipe, velvet,
and fittings, in place.
u2221
6
�i
TRENCH ZONE
BacKfill the trench above the pipe Jne With selected native
trench excavated material. Place i.1 6-inch layers and Compact
each layer by means of mechanical tampers or vibratory
Compactors. Each layer, to the top of the trench baCKfill Some,
shall be Compacted to a dry density equal to the following
percentage of the dry density as determined by the modified
AASHTO Compaction Tests road shoulders, paved areas, and beneath
all other utilities and structures, 95 percents unimproved areas,
90 percent. Any type of equipment which Can produce the
Specified compaction may be used after approval by the Engineer.
Backtill to the required surface grade and Compact so that no
settlement will occur.
IMPORTED TRENCH BACKFILL
If, In the Engineer's opinion, the trench excavation material is
unsuitable for bacKfill, the entire trench, including pipe base,
pipe zone, and trench zone, shall be backf111ed with imported
material as specified hereinbefore, and shall be baCKfilled as
specified hereinafter.
PIPE BASE
Pipe base shall be placed in the same manner specified for
selected trench excavated material, except that the depth shall
be minimum 4 inches.
PIPE ZGkL
Pipe zone shall be placed and compacted in the lama manner as
specified for selected trench excavated material.
TRENCH ZONE
Trench zone shall be placed and compacted in the same manner as
specified for selected trench excavated material.
MAINTENANCE. OF TRENCH BACKFILL
Maintain the backfllled trench surface level with the exis' in4 grade
until surfac . restoration is Completed and the entire project Is
accepted by the Engineer.
This maintenance shall incicde, but not be limited to, the addition of
material to keep the surface of baCKfilled trenches reasonably smooth,
free from ruts and potholes, and suitable for normal traffic flow.
0222t
5
REMOVAL OF WATER
At all times Plovide and maintain ample means and devices to promptly
remove and dispose of all water entering the trench excavation doting
the time the trench is being prepared for the pipe laying, during the
laying Of the pipe, and until backtlll has been completed. These
provisions shall apply during the noon hour as well as overnight,
%spOse Of the water In a manner to prevent damage to adjacent
property. Drainage of trench water through the pipeline under
construction is prohibited,
FOUNDATION STABILIZATION
When, in the opinion of the Engineer, the existing material in the
bottom of the trench is Unsuitable for supporting the pipe, excavate
below the flow line of the pipe, as directed by the Engineer. RacKfill
the trench to subgrade of pipe base with foundation stabilization
material specified hereinbefore. Place the foundation stabilization
material over the full width of the trench and compact to 45 percent of
Its maximum density as determined by AASHTO T 99 In layers not
exceeding 6 inchet deep t0 the required grade,
TRENCH BACNFILL
SELECTEw NATIVE TRENCH EXCAVATED MATERIAL
If, In the Engineer's opinion, the trench excavation has material
l Unable for backtlll, the entire trench, Including pipe base, pipe
zone, and trench zone, shall be backfilled with the selected native
trench excavated material specified hereinbetore, and shall be
backfllled as specified hereinafter,
PIPE BASE
Grade the Oottotr of the trench by hand with a uniform bedding Of
selected native trench excavated material to a minlmum of
2 inches in thickness not to exceed a maximum of 4 inches In
thickness, placed and leveled to grade in advance of the pipe
1a7ing, It the trench is overexcavated, rebuild the
overexcavated section of the trench with COmracted Imported
granular pipe base material at n0 additional cost t0 the Owner,
PIPE ZONE
After the pipe i■ In place and ready for bacKfilling, place
selected native trench excavated material at approximately the
some rate On each Ili& Of the pipe such that the elevation of the
baCKtill On each side Of the pipe is approximately equal at all
tines, Compact the baokfiil by tamping in 6-inch lilts to
9 inches above the top of the pipe. Each layer shall be
compacted to at least 95 percent of its maximum density as
determined by AASHTO T 99, Particular attention she11 be given
t0 the backfilling and tamping procedures to assure that no
unfilled Or uncompacted areas occur beneath the pipe,
02221
4
PAVEMENT, CURB, AND SIDEWALK REMOVAL
Cut all bituminous and concrete pavements, regardless of the thickness,
and all curbs and sidewalks, prior to excavation of the trenches with
an approved pavement saw, hydrohammer, or approved pavement cutter.
Width of the pavement cut shall be at least equal t0 the required width
of trio trench at ground surface. Pavement and concrete materials
removed shall be hauled from the bit* and not used for trench backfill.
TRENCH WIDTH
Minimum width of unsheeted trenches in which pipe is to be laid shall
be Ss inches greater tnan the inside diameter of the pipe, or as
approved. Sheeting requirements shall be Independent of trench wldths.
Confine trench widths t0 dedicated rights-of-way or construction
easements, unless special written agreements have been madt with the
affected property Owner.
GRADE
Excavate the trench to the lines and grades shown Or as established by
the Engineer with proper allowance for pipe thickness and for pipe
base. It the trench is excavated below the required grade, correct any
part of the trench excavated below the grade at no additional cost to
the Owner, with granular material of the type specified hereinbefOre
for pipe base. Place the granular material over the full width of
trench in compacted layers not exceeding 6 inches deep to the
established grade with allowance for the pipe base.
SHORING, SHEETING, AND BRACING OF TRENCHES
Sheet and brace the trench when necessary to prevent caving during
excavation in unstable material, or to protect adjacent structures,
Property, workmen, and 'he public. Increase trench widths accordingly
by the thickness of the Sheeting. Maintain Sheeting in place until the
pipe has been placed and bacKfilled at the pipe zone. Shoring and
Sheeting shall be removed, as the bacKfillinel is done, In a manner that
will not damage the pipe Or permit velds in C e baCKfill. All
sheeting, shoring, and bracing of trenches shall Conform to the Safety
requirements of the Federal, State, or local public agency having
jurisdiction. The most stringent of these requirements shall apply.
LOCATION OF E1 'ATED MATCRIALS
During trench excavation, place the excavated material only within the
construction easement, right-of-way, or approved working area. Do not
obstruct any prlvate- or public-traveled roadways or streets. Conform
to all Federal, State, and local codes governing the safe loading of
all trenches with excavated material.
02221
3
y R
IMPORTED TRENCH ZONE BACKFILL
Teo-end-one-half-inch minus granular material conforming to Section
73-2.08 of the Standard Specifications,
SELECTED NATIVE TRENCH ZONE BACKFILL
Selected native materials from the trench excavation containing no
particles larger tnan 6 inches, free from wood waste, roots, organic
material, debris, and other objeetionabl@ materials.
MAINTENANCE GRAVEL
Five-eighths-inch minus top course conforming to Section 23-2.01 of the
Standard Specifications,
WATER FuR TRENCH BACKFILL
The Contractor shall make all arrangements for a source of water and
blear all costa for the delivery Of the water to the trench aide,
COMPACTION EQUIPMENT
Compaction equipment small no of suitable type and adequate to ootain
the amount Of Compaction specified. Compaction equipment shall be
operated in strict accordance with the manufacturer's Instructions and
recommendations and shall be maintained in such condition that It will
deliver the manufacturer's rated compactly* effort.
MATERIAL APPROVAL
Submit samples of materials to the Engineer for approval prior to bulk
delivery to trio site.
C. WORKMANSHIP
PREPARATION OF RIGHT-OF-WAY
See CLEAPING AND GRUBBING under SCOPE Of this section,
OBSTRUCTIONS
This item refers to obstructions which may be removed and do not
require replacement. Remove obstructions within the trench area or
adjacent thereto such as trot roots, Stumps, abandoned VIlimg,
buildings and Concrete structures, 1098, and debris Of all types
without additional compensation. The Engineer may, if requested, make
chanOeS in the trench alignment to avoid major obstruction$, if such
alignment changes can be made vltPllm the easement or right-Cf-May
without adversely affecting the intended function of the facility.
02221
2
02221 TRENCH EXCAVATION AND BACKFILL
..... ...... .......... ... ........
A. SCOPE
This section covers the work necessary for the trench excavation and
backtill, Complete. Included in backfill are furnishing, placing, and
maintaining temporary surfacing prior to final surface restoratfor.
The trench excavation and baCktill zones snail be as shown On the
Drawings,
CLEARING AND GRUBBING
Clearing and grubbing on this project shall be performed wherever
necessary within the lateral limits Of the street right-of-way and/or
pipeline easement lines in accordance with Section 12 of the Standard
Specifications,
Clearing and grubbing work shall include the removal and disposal of
all extraneous materia'. existing on the project site, and Obstructions
and debris within the right-of-way that coign' In aiy way interfere with
the constriction of this project or constitute a hazard in the opinion
of the Engineer,
TRENCH EXCAVATION
Excavation is unclassified. Complete all excavation regardless of the
type of materials encountered, The Contractor small make his own
estimate of the kind and extent of the various materials which will be
encountered in the excavation,
B. MATERIALS
FOUNDATION STABILIZATION
Two-and-one-half-inch minus granular raterial Conforming to
Section 23-2.02 of the Standard Specifications,
IMPORTED GRANULAR MATERIAL FOR PIPE BASE AND PIPE ZONE
One-inch minus Crushed granular material conforming to the requirements
of Section 25 of the Standard Specifications for Municipal Public Works
Construction for "Screened Gravel Surfacing, Class B."
SELECTED NATIVE TRENCH EXCAVATED MATERIAL FOR PIPE BASE AND PIPE ZONE
Selected native materials from the trench excavation Containing no
particles larger than 1 inch, free from wood west*, roots, organic
materiel, debris, and other objectionable materials.
022. ,
I
sf
List of special tools required for checking, testing, parts
replacement, and mllintemance, (Special tools are those which have
been specially designed or adapted tar use on parts of the
equipment, and which are not customarily and routinely carried by
maintenance mechanics,)
Special handling instructions.
Requirements for storage and protection prior to installation.
List of all requested exceptions to the Contract Documents.
The submittals shall include satisfactory identification Of items,
units, and assemblies in relation to the Specification section number,
and the system or equipment identitic ation or tag number shown On the
Drawings, the process and instrumentation Diagram (PiID), or as
provided in the aPpllcable specification section.
Should the Contractor propose any item on his shop drawings, 0'
incorporate an item into the work, and that item should sUDsegLentlY
prove to be detective or otherwise unsatisfactory, (regardless of the
Engineerthe
or
expense,,replaesmthery rIew)it••vwithlanothernitemtthathall, at his ewn
will perform
satisfactorily.
PAYMENT
Payment for all work specified In this section shall as considered
incidentict stp the se hell DO ded in the
each
schedule,
r r • r • •
General Requirements
t )
Review, acce.tance, or approval of sitstitutiOns, schedules, shop
drawings, lists of materials, and arjcedures submitted or requested by
the Contractor shall not add to th4 ;ontract amount, and all additional
costs which *ay result therefrom shall be solely the ODligatiOn Of the
Contractor.
The Owner is not PreCluded, by virtue of review, 8tCOPtancs, Or
approval, from obtaining a credit for construction savings resulting
from allowed concessions lr the worK Or materials therefor.
It shall not be the responsibility Of the owner to provide engineering
Or Other services to protect the Contractor from additional costs
accruing trom such approvals.
NO equipment Or material for which listings, drawings, or descriptive
material is required shall be installed until the Engineer has On hand
copies of such approved lists and the apprcvrlately stamped final shop
drawings.
The review of drawings by the Engineer will be limited to general
design tequirements only, and shall in no way relieve the Contractor
from responsibility for errors or omissions contained therein.
Submittals will be acted upon by the Engineer as promptly es possible,
and returned t0 the Contractor not later than the time allowed for
review in SROP DRANTNG SUBMITTAL PROCEDURE of the GENERAL CONDITIONS.
Delays caused by the heed for res'Jbmittals shall not constitute reason
for an extension of Contract time.
SI10P DRAWING REQUIREMENTS
Shop drawings referred to herein shall Include shop drawings and other
submittals for both shop and field-fabriCated items. The Contractor
.hall submit , as applicable, the following for all prefabricated or
manufactured structural, mecnanicml, electrical, plumbing, Process
systems, and equipment)
Shop drawings or equipment drawings, Including dimensions, size and
location of connections to other worK, and weight of equipment.
Catalog information and cuts.
wiring and control diagrams of systems and equipment.
Complete manufacturer's specifications, including materials
description and Paint system.
Suggested spare Parts list with current price information.
General Requirements
12
r
REMOVAL of ROCK FROM FINISHED SURFACES
Remove and dispose of all loose rock and boulders larger than 2-inch
diameter occurring on the finished surfaces as a result of the
construction operations.
STREET CLEANUP DURING CONSTRUCTION
Thoroughly clean all Spilled dirt, gravel, or other foreign material
caused by the Construction Operatlon$ from all streets and roads at the
conclusion of each day's Operation.
DUST PREVENTION
Give all unpaved streets, roads, detours, Or haul roads used in the
construction area an approved dust-preVentiVO treatment or periodically
water to prevent dust. APDllcable environmental. regulations for dust
prevention shall be strictly enforced.
y
PRESERVATION OF CULVEPrS AND DRAINAGE nITCMES
After baCkfilling Of the trenches, restore all Culvert$ and storm drain
ditches destroyed, damaged, or Otherwise modified during construction
to a cone..ltion equivalent, In the opinion of the Engineer, to the
condition of the ditch before construction. Ditches so reconstructed
shall be built in their original Locations.
MOVE-IN AND TEMPORARY FACILITIES
....... ... ......... ..........
This item shall include the arrangements or items Of work which the
Contractor must make or perform Prior to actual on-site construction and
shall include bonding and insurance provisions.
SUBMITTALS DURING CONSTRUCTION
.......... ...... ............
GENERAL
Requirements In this section are in addition to any specific
requirements for submittals specified in other section$ Of these
Contract Documents.
Submittals to the Engineer shall be addressed tol CH2M HILL,
Attention: City of Penton Protect Manager, IS00 114th Avenue BE,
Bellevue, Washington 90004.
Submitted data Stull be fully sufficient in detail for determination of
compliance with the Contract Documents.
General Requirements
11
ACCESS FOk POLICE, FIRE, A4D POSTAL SERVICE
notify the Fire Department and Police Department before closing any
street or Portion thereof, NO Closing small be made without the
Owner's approval. Notify said departments when the streets are again
passable for emergency vehicles. Do not block off emergency vehicle
access to consecutive arterial crossings or dead-end streets, in excess
of 3UO linear test, without special written permission from the Fire
Department. Conduct operations with the least interference to fire
equipment access, and at no time prevent such access.
The Contractor shall leave his night emergency telephone number or
numbers with the Police Department, so that contact may De made easily
at all times In case of barricade and flare trouble or other
emergencies.
Maintain postal service facilities in accordance with the requirements
of the U.S. Post Office Department. Move mailboxes to temporary
locations designated by the Post Office Department, and at the
completion of the worr in each area, replace them in their original
location and in a condition satisfactory to the U.S. Post Office
Department.
PPtSEPVATION, RESTOPATION, AND CLEANUP
------------- ------------ --- -------
SITE RESTORATION AND CLEANUP
At all times during the worK, Keep the premises clean and orderly, and
upon completion of the work, repair all damage caused by equipment and
leave the project free of rubbish or excess materials of any kind.
Stockpile excavated materials In a manner that wil, cause the least
damage to adjacent lawns, Irassel areas, gardens, shrubbery, or fences,
regardless of whether these are on private property, or on city, State,
or County rights-of-way. Remove all excavated materials from grassed
and plaited areas, and leave these surfaces in a condition equivalent
to their Original conditlon. Replace topsolled areas as specified In
Section SURFACE RESTORATION, raKer and graded to conform to treir
original contours.
All existing drainage ditches and culverts shall be iaopened and graded
and natural drainage restored. Restore culverts broken or damaged to
their original conditlon 8.16 location.
FINISHING OF SITE, BORROW, AND STORAGE AREAS
Upon completion, of the project, all areas used by the Contractor shall
be properly cleared of all temporary structures, rubbish, and waste
materials and properly graded to draln and blend in with the abutting
Property. Areas used for the deposit of waste materials small be
finished to Properly drain and blend with the surrounding terrain.
General Requirements
10
TRAFFIC MAINTENANCE AND SAFETY
Comply with all rules and regulations of the City, State, and County
authorities regarding Closing or restricting the use of public street:
or highways. NO public or private road shall be closed, except by
express permission of the Owner. COndurt the work so as to assure tie
least p05!ible Obstruction t0 traffic and normal commercial Pursuits.
Protect all Obstructlons Withi❑ traveled roadways by installing
approved Signs, barricades, and lights where necessary for the safety
Of the public, The convenience of the general public and residents
along the pipeline ano adjacent t0 the project, and the protection of
DerS6MS and property are of prime importance and shall be provided for
In an adequate and satisfactory Tanner.
Where traffic will pass over trenches after they are backfilled and
before they are paved, the top Of the trench shall be maintained In a
condition that will allow normal venieular traffic to pass over.
Temporary access driveways must be provided where required. Cleanup
operations shall fellow immediately behind b4ckf1111n9 and the work
site shall be kept in an orderly condition at all times,
When flagmen and guards are reaulred by regulation or when deemed
necessary for safety, they shall be furnished with approved orange
wearing apparel and other regulation traffic-control devices.
TRAFFIC CONTROL
Traffic control On all County and State of Washington highway
rights-Of-way shall meet the requirements Of the current edition
(Including all amendments) of the manual on Uniform Traffic Control
Devices for Streets and Highways published by the U.S. Department of
Transportation Federal Highway and Administration as adopted ry the
State of 6sihln9tOn and all State of Washington Supplements.
PROTECTION OF PROPERTY
Prot-ct stored materials, Cultivated trees and crops, and other Items
located adjacent to the proposed work. Notify property Owners affeCtad
by the Construction at least 48 hours in advance Of the time
construction begins. During construction operations, Construct and
maintain, such facilities as Tay be required to provide access by all
property owners t0 their property. NO person shall be cut Off fron,
access to his residence or place of business for a period exceeding
6 Hours, unless the Contractor has made special arrangements with the
aftected persons.
FIRE PPEVENTTON AND PROTECTION
The Contractor shall perform all work i❑ a fire-sate manner. He shall
S'uPPIy and maintain on the Site adequate tire-flghtinq equipment
capable of extinguishing incipient fires. The Contractor shall comply
with applicable Federal, local, and Stat♦ fire-preventlon regulations,
Where these regulations do not apply, applicable parts of the National
Fire Prevention Standard for Safeguarding Building Construction
Operations (NFPA No. 241 ), small be tollowed.
Gener4l Requirements
9
transporting the water from the hydrant{ to the construction worn, No
charge will be made for construction water unless In the Owner's
opinion It is waited, then a charge will be made.
Use only speciil hydrant-operating wrenches to open hydrants. Make
certain that the hydr?n: valve is open "full" Since "cracking" the
valve causes damage to the hydrant. If any hydrants are damaged, the
Contractor will be held responsiole and shell rotify the appropriate
agency so that all damage can be r4-paired as quickly as possible. Fire
hydrants shall be Completely accessible to the Fire Department at all
times. Upon completion of the work, the Contractor shall remove all
temporary piping and facilities.
SAFETY REOUIPEMENTS FOR IEMPORARY ELECTRIC POWER
Temporary electric power installation shall meet the construction
safety requirements of OSHA, State, and other governing agencies.
SANITARY FACILITIES
The Contractor shall provide a chemical toilet of suitable type and
maintain the facility in a sanitary condition at all times. The
chemical toilet snail be of watertight construction so that ro
contamination of the area can result from Its use, The facility shall
conform to code requirements and be acceptable to the sanitary
authorities, upon completion of the work, the sanitary facility Snell
be removed and the area restored to Its original condition.
STORAGE OF MATEkIALS
Materials Snell be so stored as to ensure the Preserve ton of their
quality and fitness for the work. when Considered necessary, trey
shall be placed on wooden platforms or other hard, cleln surfaces, and
not on the around. Delicate instruments and materials subject to
vandalism shall be placed under locwed cover and, if recessary,
provided with temperature control as recommended by t,.e manufacturer,
Stored materials shall be located -o as to facilitate prompt
inspection. private property shall not be used for storage purposes
without the written permission of the Owner or less#,:,
SAFETY AND C04VLNIENCE
Construction safety, safety equipment, and accident reports are covered in
the GENERAL CONDITIONS.
SAFE ACCESS PY FEDEHAL, STATE, AND LOCAL GOv_PNMENT OFFICIALS
Authorized representatiVbs of government,l agencies shall at all times
have safe access to the work wherever :t Is in preparation or Grogress,
and the Contractor snail Provide proper facilities for such acr:ess and
inspection,
Genera . Requirements
9
or other items encountered on public or private Property. Before final
payment will be authoriZed by the Engineer, the Contractor will be
required to furnish the Owner with written releases from property
owners or public agencies where s14e agreements or special easements
have been made by the Contractor or where the Contractor's operations,
for any reason, have not been Keot within the Construction rigrt.of-way
obtained by the Owner.
It is anticloated that the required easements and permits will be
obtained before construction is started. However, shoull the
procurement of any easement or permit be delayed, the Contractor shall
schedule and perform the work around these areas until such a time as
the easement or permit has been secured.
•
LAND MONUMENTS
The Contractr . shall notify the Engineer of any existing Federal,
State, City, :ounty, and private land monuments encountered. Private
monuments shall be preserved, or replaced by a licensed surveyor at the
Contractor's expense, when Government monuments are encountered, the
Contractor shall notify the Engineer at least 2 weeks in advance of the
proposed construction in order that the Engineer will have ample
opportunity to notify the proper authority and reference these
monuments for later replacement.
SALVAGE OF MATERIALS
RESPONSIBILITY FOR SALVAGE AND PROTECTIUN OF EQUIPMENT AND MATEPIALS
REMOVED
The material to be salvaged from the existing pipeline, as the work
proceeds, shall be removed witn extreme care so as not to damage it for
future use. Equipment shall be cleaned and protected from dirt and the
elements, and delivered to the Owner's storage yard.
MATERIAL TO BE SALVAGED
P:aterials to be salvaged include fire hydrants, and caps, fittings,
,calves, valve boxes, and couplings.
Salvage work shall be considered incidental to the lump sum work or
unit price work as applicable, and the Contractor's Cost shall be
included in the applicable Items of work in the Proposal.
The existing 20-inch water pipeline shall not be salvaged. Pipe
removed shall be disposed of At the Contractor's expense.
TEMPORARY CONSTRUCTION ❑TILITIES AND FACILITIES
............ ......... ... ..........
TEMPORARY +ATER
}Dater is available from nydrants for some portions of the work. Secure
permission from the water Department and notify the Engineer and Fire
Department before obtaining water from fire hydrants. The Contractor
shall make his owr. arrangements and pay all Costs for connecting and
General Requirements
7
.".Y
Replace all nituminous pavement damaged under ants 7ontract wlt'
asphalt concrete regardless of original type.
If not otherwise described nerein, the work shall conform to the
applicable workmanship requirements of the Standard Specifications ,
REMOVAL OF PAVEMENT, SIDEWALK, AND CURBS
Removal of all pavement, sidewalks, and cur-s is specified In Sea t-
TRENCH EXCAVATION AND BACKFILL and payment ter removal shall b!
included in that section.
STREFT MAIN`ENANCE
Maintenance of all trenches is specified .•nder Secticr iREVC,
EXCAVATION AND BACKFILL.
ASPHALT CONCRETE PAVEMENT REPLACEMENT
SUBGPADL, BALLAST, AND TOP COURSE
Conform to Section 23 of the Standard Specificar.ions tar
Public Works Construction.
ASPHALT CONCRETE AND PRIME COAL
Conform to Sections 34 and 54 of the Standard Saecittcar.ian+ !or
Municipal Public WOrKS Construction.
GRAVEL SUi'FACE REPLACEMENT
SUBGPADE, BALLAST, AND TOP COURSE
Conform to Section 23 of the Standard Specifications t4- Munitiv"
Public works Construction.
SURFACE SMOOTHNESS
The surface smoothness of the replaced P&V+ Ient shall pe such tr . .
a straightedge is laid across the patched area between the edge` `
old surfacing and the surface of the new pavement, the new PdVec�:_-
shall not deviate from the straightedge more than !14 inch.
WEATHER CONDITIONS
Asphalt shall not be applied to set material. Adpndlt Snall ao: he
applied during rainfall, $and Or dust Storms, or any Imminent Std:r. s
that might adversely affect the construction, The Engineer will
determine when surfaces and material are dry enough to proceed wi•.•
construction. Asphalt concrete shall not be placed (1 ) when tn!
atmospheric temperature is lower that 40 degrees F, (2) during
rainfall, or ( 3) when the surface upon which It IS to be placed is
frozen or wet, Asphalt for prime coat shall not be applied when ' •:,
surface temperature is leas than So degrees F. Exceptions will b4
permitted only In special cases ano only with prior wr" -- + •
ttie Fngineer .
C2616
3
CURBS, SIDEWALFS, DRIVEWAYS, AND MISCELLANEOUS CONSTRUCTION
Curbs, sidewalks, driveways, and miscellaneous construction ah41.
Conform t0 Sections 39 through 43 Of the Standard Specifications,
IMOORTED TOPSOIL
Sultsble randy loam known to possess friability and a high degree of
fertility, It Shall be free of Clods, roots, gravel, and other inert
materials. It Shall be fret of noxious vegttatian and seed,
SOD
Native t0 the area for residential homes, dol!vertd to the site, and
approved by the Engineer,
CONCRETE
Concrete for curbs, Sidewalks, pavement, and miscellaneous Construction
Shall Conform to ASTM C 94, Alternate 3, and Shall have a design mix
proportioned for 3006 pounds par Square InCh Compressive strengtn at
70 days, roncrete mix shall contain no Secs than 5.3i1 seeks Of Cement
par Cubic vard,
CONCRETE FORMS
All forms for curbs and Sidewalks shall be either 7-SnCh dimensioned
lumber, p1yw00d, Or metal forms, Forms On the fact Of the curb
shall have no horizontal form Joint$ within 7 Inches of the top of
the Curb. All forms Shall be approved by the Engineer,
CURIN, COMPOUND
Approved Commercial grade Conforming t0 ASTM C 309, Type I.
RE3N/OpCING STEEL
Conform to ASTM A 6150 Grade 40.
PIPE FOR STORM SEWER AND CULV;RT REPLACEMENT
PIP* 15 Inches and under Shall be Class 7, conforming to ASTM C 14.
PiPe 16 Inches and Over shall Conform t0 ASTM C 76, Class 111.
C. WORKMANSNIP
...........
CONSTRUCTION PROCEDURE
The Engineer reserves the right to vary the type o' Fesirfactno as best
Serves the Interest Of the Uwner. Approximate amount Of each type Of
surface restoration Is Indicated in the Proposal. Trench backflll is
specified In Stction TREhCN EXCAVATIUN ANU 6ACKFILL.
01616
2
02616 SURFACE RESTORATION
..... ....... ...........
A. SCOPE
This section covers the work necessary to replace all Pavement, curbs,
sidewalks, gravel surfacing, sod, driveways, drainage facilities, and
other street features damaged or removed either directly Or Indirectly
by the Opetsticns Incidental to the construction of the pipelines,
complete.
The Contractor shall Conflne his trenching operations to within S feet
of the centerline of the PIP*. No payment will be made for any surface
restoration the Contractor must make beyond S feet of the Pipe
centerline. The Contractor shall provide all surface restoration
beyond this limit at nis own expense.
The surface restoration schedule shall be as shown On the Drawings.
B. MATERIALS
ASPHALT CONCRETE PAVEMENT
TOP COURSE
Five-alghtns-inch minus granular material conforming to
Section 23-2.01 of the Standard Specifications.
6ALLAST
Two-and-one-half—inch minus granular material conforming to Section
23-2.03 of the Standard Specifications.
ASPHALT CONCRETE
Asphalt concrete pavement shall be not plant mix, Class a material
conforming to 4ectlon 34-2 of the Standard Specifications,
GRAVEL SURFACTN(s
TOP COURSE
Five-sightns--inen minus granular material conforming to section
23-2.01 of the Standard Specifications,
6ALLAST
two-and-one-half-inch minus granular material conforming to section
23-2.02 at the Standard SPecifications.
02616
t
HYDPOSTATIC TESTING
All manhOles shall be hydrostatically tested. The test shall consist
Of Plugging all inlets and outlets and filling the manhole with rater.
Leakage in seer, manhole shall not exceed 0.1 gallon per hour Per foot
Of heed sbOVe the Invert. A manhole may be filled 24 hours prior to
time of testing, if desired, to permit normal absorption Into the pipe
wells to take Place. Repair all manholes that do not meet the leakage
test, or are unsatisfactory from Visumi inspection, to conform to the
requirements herein.
D, PAYMENT
Payment will be made for each sanitary sewer manhole at tt., uhit Price
stated in the Contractor's Proposal. Payment for the manholes shall
constitute full compensation for all work specified under this section.
Payment for connection of the now sanitary sewer PIP* to the existing
manhole Shall be considered incidental, and the expense shall be
included in the unit price for manholes stated in the Contractor's
Proposal.
r�s4.
02S60
S FJ
4 N4
f`+
tp
n
Y.
MANHOLE INVERT
Construct manhole inverts in Conformance with details shown on the
Drawings, and with smooth transitions to ensure an unobstructed flow
through manhole. Remove all sharp edges Or rough section■ which tend
to Obstruct flew, where a Cull saeil0h of p1Lp 12 laid throUgn a
TanhOle, break Out the top StCtiOn as Indicated and Cover exposed edge
Of pipe completely with mortar. Trowel all mortar surfaces smooth.
FLEXIBLE JOINTS
Provide joints in Pipes not More Char 1-1/2 feet from manhole walls.
Lay pipes entering manholes on flrrly Compacted base rock to
Undisturbed earth, Rase rOCk shall be as SptClfied nereinbefort.
Pipes laid out Of the manhole shall to shortened to ensure that the
first joint Ss no more than 1-1/2 feet from the manhole base.
MANHOLE EXTENSIONS
Ir,stall extensions in conformance with the details shown on the
Drawings. Lay grade rings in mortar with sides plump and tops level.
Seal Joints with mortar at specified for Manhole sections. Extensions
Shall be watertight.
MANHOLE RINGS AND COVERS
Install rings and Covers on top of manholes to positively prevent all
Infiltration of surface Or ground water into manholes. Rings shall be
Aft In a bed of mortar with the mortar carried over the flange of the
ring as shown. Set frames so tops Of covers art flush with surface Of
adjoining pavement or Qrourd surface, unless otherwise shown or
directed.
MANHOLE PIPE PENEIHArIOFS
Where gravity Sewer alp* enters and leaves manholes, provide a manhole
Coupling and Install as shown. Tamp or rod the mixture of nonshrink
grout solidly into the space. Provide a backing board at the back of
the side of this SpaCe against which the dry mixture can be tamped.
CONNECTION TO EXISTING MANHOLE
COrn*ct sewer to existing manhole at location Indicated. Provide ell
diversion facilities and perform all work necessary to maintain sewage
flow In existing sewer during Connection t0 the manhole, drtak out
existing manhole section and shelf groutin0 as necessary and regrout to
provide smooth flow Into and through existing manhole. Provide manhole
pipe penetration as $Mown. After COmnectlon is made, plug new pipe in
existing manhole. Unplug only after approval of Engineer.
02560
4
EYCAVATION AND BACKFILL
Conform to Section 02221 , TRENCH EXCAVATION AND BACKFILL.
C. WORKMANSHIP
EXCAVATION AND BACKFILL
s
Conform t0 applicable portions of Section TRENCH EXCAVATION AND
BACKFILL. 88CKf1ll around manholes shall be the same as specified for
adjacent pipe. Place b6Ckflli evenly around the manhole and thoroughly
Compact to a density equal to that specified for the adiacent trench
and in such a manner that 4111 not damage or displace the manhole from
proper alignment.
BASE ROCK
Remove water from the excavation. Place a minimum of 6 inches of base
rock and thoroughly compact with a mechanical Vibrating Or Power
tamper.
CAST-IN•PLACF. BASE
Construct base i❑ conformance with the detalls shown On the Drawings.
Vibrate to density the Concrete and screed so that the first precast
manhole section to be placed has a level, uniform bearing for the full
circumference.
Deposit sufficient mortar on base to assure watertight seal between
bas. and manhole wall or place the first precast section of manhole in
Concrete base before Concrete has set, it preferred. First section
shall be properly located end plumb.
PRECAST BASE
Deposit s,tti Clent mortar on base to assure watertight seal between
Rase and manhole wall. First section shell be properly located and
plumb.
PRECASE BASE SECTION
The base section shall be set on the base rock and properly located and
Plumb. Carefully inspect and Clean joint of foreign materials.
Install rubber gasket in strict conformance with the manufacturer's
recommendations. Jet next section In place.
PLACING PPLCAST MANHOLE SECTIONS
Carefully inspect precast manhole sections to be joined. Sections with
chip■ Or cracks in the tOngue $Mall not be used. Rubber gaskets shall
be Installed In strict conformance with the manufacturer's
recommendations. Only gasket lubricant furnished by the gasket
manufacturer will be emproved, manhole sections shall be constructed
plumb,
02560
I
u4'�1
w
MANHOLE COUPLINGS
Manhole couplings Snell be O-rinq rubber gasket type meeting ASTM C 478
and shall be Jonns-Manville, manhole coupling, or approved equal.
NONSHRINK GROUT
Nonshrink grout Shall consist of 1 Part Portland cement, 1 part fine
send, and 1 part Embec O, es manufaCtured by M:...r Builders Company,
Cleveland, OH, or other approved admixture. Proportions shall be
established by weight. Add only sufficient water to the mixture to
Produce a dry, crumbling mass, Fondaq Nonshrink Grout, supplied by
wasons Supply Company, Fortland, OR, may be used,
MORTAR
Standard premixed mortar conforming to ASTM C 387 or proportion 1 Part
Portland Cement t0 2 parts clean, well-graded said which will pets a
1/8-inch Screen, Admixtures may be used not exceeding the following
percentages of weight Of cement: Hydrated lime, 10 percent:
diatomaceous earth or Other Inert materials, 5 percent, Consistency Of
mortar shall be Such that it will readily adhere t0 the pipe. Mortar
mixed for longer than 10 minutes shall not be used,
MANHOLE JOINTS
Joints shell have an approved rubber gasket, Furnish Complete
information On basic gasKet Polymer and results of test of physical
properties of the Compound. A sufficient quantity of joint lubricant
shall be supplied with the manhole sections,
MANHOLE STEPS AND LADDER
Manhole steps shall be forged aluminum drop-front type, similar and
approved equal to No, 20100 as manutactured by Aluminum Company of
America. Manhole ladder shall be forged aluminum. Steps and ladder
Shall be cast in manhole sections by manufacturer as shown. Tne parts
of the steps and ladder embedded in concrete shall be coated with
bituminous paint.
MANHOLE RINGS AND COVERS
Covers $nail nave the word SENEP in 2-Inch raised letters. Casttngs
shall to tough, Close-grained gray Iron, sound, smooth, clean, free
from blisters, blowholes, shrinkage, cold shuts, and all defects, and
shall conform to ASTM A 40, Class JOB. Plane or grind bearinq surfaces
to ensute flat, true surfaces. Covers shall be true and Seat w1trin
ring at all points. Ming and Covet shall be Olympic Foundry No, 5920,
or equal.
02560
2
02560 MANHOLE CONSTRUCIION
..... ....... ....0.........
A. SCOPE
This section Covers the work necessary for the construction Of sanitary
sewer manholes complete, Manhole Details are as shown on Drawings.
S. MATERIALS
BASE ROCK
Conform to Paragraph TOP COURSE, Section SURFACE RESTORATION,
CONCRETE
Ready-mixed, conforming t0 ASTM C 94, Alternate 2. Compressive field
strength shall be not less than 2,500 psi at 2e days. Maximum site Of
aggr ante shall be 1-1i2 inches, Slump shall be between 2 and
4 Inches.
REINFORCING STEEL
Conform to ASTM A 615, Grade 40, deformed bars.
PRECAST MANHOLE SECTIONS
Precast manhole sections shall be 49 Inches in diameter, conforming to
ASTM C 470. Minimum wall thickness shall be 4 inch#$, Provide
eccentric Cones for all manholes. Cone* shall have fame wall thickness
and reinforcement as manhole section. Top and bottom of all sections
shall be parallel. Manhole steps a.^.d ladder shall be cast In the
precast sections by the manufacturer of the manhole aeCtIOMS. Joint$
shall be rubber gasket type.
PRECAST BASE SECTIONS AND BASES
At the OOt10n Of the Contractor, precast bale sections Or manhole bass$
may be used provided all details Of construction are aooroved by the
Engineer.
MANHOLE EXTENSIONS
Concrete grade rings for extensions $hall be a maximum ,.f 6 inches high
and shall be approved by engineer before Installation.
Manhole extensions will be used on all manhole$. Extensions will be
limited to a maximum height Of 12 Inches. finish grade for manhole
covers shall Conform t0 street surface.
02S60
i
D. PAYMENT
Payment for the undercrossinq will be based upon the lump sum price
stated in the Contractor's Proposal. Payment on the lump sum basis
shall constitute lull compensation for all labor, materials, and
equipment required to complete the installation, within the limits
shown. No additional payment for excavation and becktill, for
furnishing and placing pipe, or for any other items will be made within
the limits of the crossings as mown on the Drawings. Payment to the
Contractor for any services provided by the Permitter shall also be
Included in this Item.
Should the limits of the undercrossinq be increased or decreased for
any reason during construction, the lump sum payment for the crossing
will be adjusted by a negotiated amount and a Change Order issued in
accordance with the provisions of the GENERAL CONDITIONS.
0222)
4
FXCAVATION AND BACKFILL
Conform to the aPPlicaole portions Of Section TRENCH EXCAVATION AND
HACKFILL. All backtlll shall be Imported granular material for full
depth Of trench. Compact imported baCkflll for full depth of trench
with approved mechanical tampers to 95 percent MAXIMUM density as
determined by AASHTO T 99.
DISPOSAL OF EXCESS EXCAVATION AND DEWATERING
Conform to Section TPLNCH EXCAVATION AND 9ACKFILL.
CASING PIPE
Jacked casing shell be continuously welded at joints for a rigid,
watertight encasement.
CARRIER PIPE
Provide straypeo timber Cradle ;Mder barrel of Pipe, join Pipe, and
slide Into casing. Pipe barrel shall bear continuously on cradles.
Pipe Installation shall Conform t0 aPPlicAble Portions of Section
DUCTILE IRON PIPE AND CAST IRON FITTINGS, Including hydrostatic testing
and line and grade.
PLACING SEALS AT ENDS OF CASING
After the DlPeline has boon tested and approved, place treated 7-Inch
timbers, unmortared brick, Or Unmortared Concrete masonry units at the
emds of the casing so as to prevent foreign material from entering the
casing and to allow water tc escape from the casing after it Is
backtilled. Shape timbers to tit around Pipe.
SURFACE RESTORATION
Conform to Section SURFACE RESTORATION.
CONTRACTOR'S RESPONSIBILITY
The Contractor shall be fully responsible for Settlement or
deterioration of the finished highway undercressing pavement until a
period of i year after final Acceptance by the Owner.
The Owner will withhold final Payment for this Project intil the
Contractor furnishes A satisfactory release tram. the DOT stating that
All Claims for labor and materials have been satistled and that the
Contractor's work across the right-of-way has beer, completed to the
satistaction of the DOT.
07213
I
CASING PIPE
Provide casing of slZe to permit oroper construction to the requlred
lines and grades. Casing shell be type shorn, below, fabricated 1n
sections for welded field joints.
The minimum wall thickness shall Correspond to the following. However,
the Contractor shall Do responsible for selecting the wall thickness
consistent with his Operatlont
minimum Diameter Smooth Steel Pipe
Inches Minimum Thickness
3U 5/16 AWWA C201
ASTM A 5)
CARRIER PIPE
Conform to Section 13003, DUCTILE IRON PIPE AI-D CAST IRON FITTINGS.
STAINLESS STEEL BANDS
One-half-inch wide by 0.020.Inch thick, 301 Stainless stool bands, or
equal.
SEALS AND SUPPORTS
Lumber shall be No. 2 'West Coast Douglas fie gradel in conformance with
w WPA Current Grading Rules for WeStern Lumber, material shall be
pressor@ treated witl creosote nr Pentachlor2phenol In mineral spirits
in accordance with AWPA C14, CS, C9, and C2 •15 applicable. Minimum
retention shall be as designated for Contact with ground. Method of
treatment In accordance with the applicable portion of the AWPA manual
Standards. Insofar as practicable, all tlmbe•s SM411 be Cut to size
before the material IS given the preservative treatment.
SURFACE RESTORATION
Conform to requirements of S@Ctlon SUPFACF. PESTOPATION.
C. WORKMAN5HIP
GENEPAL
Prior to the Start Of th@ work, Submit SatiSfaCtoly evidence to the
Engineer that all Insurance Coverage requirements Called for by the
Permitter have been Complied Witm. All proposed construction methods
and materials for the UmderCrOSSing IM411 be approved by tme Engineer
and Permitter prior to the CrOSSing operation, and no construction
Shell be started until written approval to proceed from the Permitter
has been submitted t0 the Engineer.
02223
2
t
02223 HIGHWAY UNDERCPOSSING
..... ....... .............
A. SCOPE
This section covers the work necessary for the construction of the
highway undercrossin9, ComPlete, within the limits shown,
All necessary permits for the undererOssln9 will be obtained by the
Owner.
The operation across the Washington State Department of
Transportation's (DOT) right-of-way must Conform to the requirements of
the DOT as outlined in a pipeline crossing agreement made between the
OUT and the Unwer, The Contractor shall conform with all requirements
of the pipeline crossing agreement. Before worK is commenced, the
Contractor snail obtain and deliver to the DOT a public liability and
property damage insurance Policy in the amount required In the Pipeline
crossing agreement. Inc insurance company writing the Policy shall be
outhorlZed to do business in the State of Washington and shall be
satisfactory to the DOT. The insurance policy or policies shall be
delivered to and remain in the Possession of the DOT,
The operation across the highway right-ot-way must contort to the
requirements of the Permitter. Comply with all necessary agreements
and/or permits before entering upon or commencing any worK on the
highway right-of-way. Comply, also, with the applicable requirements
of the GENERAL CONDITIONS and the SUPPLEMENTARY CONDITIONS.
Prior to starting ConxLraction, all required labor, materials, and
equipment shall be on the site. Notify the DOT at least es hours in
advance Of worKing within their right-of-way.
Tentative limits for the undercrossinq has been indicated. The length
of undercrossinq may be increased or decreased when final approval is
obtaitied.
LOCATION
The location of the undercrossinq will be as indicated an the drawings.
METHOD
The undercrossinq will require JacKing.
B, MATERIALS
EXCAVATION AND SACKFILL
Conform to Section TRLNCH EXCAVATION AND SACKPILL.
02223
1
payment for trench excavation and selected native hacKfill shall
OnStitute full compensation for all work specified under this section.
c
The price bid per linear toot shall include all axtra excavation
required to provide space for pipe base where specified or ordered by
the Engineer. The bid price shall also include any Incidental
excavation and baCkfill necessary to widen the trench for installation
of branch-line fittings.
No extra payment will be made for temporary surface restoration
necessary to Keep the surface of the backfilled trenches reasonably
smooth and suitable for normal traffic before final surface
restoration.
IMPURTED GRANULAR 'MATERIAL FOR Th7 PIPE BASE AND PIPE. ZONE AND TRENCH
Z03E
payment for imported granular material for the pipe test and pipe Zone
and trench zone will be made at the unit price par ton stated in the
Proposal. Since payment for placing and compacting the PIP# best and
pipe Zone and trench Zone aaCkflll is already Included with the
selected native hackfill, payment for imported granular b•CKfIII for
pipe base and pipe zone and trench Zone under this section shall be
considered full Payment for all materials, labor, equipment, end
ihcidentals necessary to furnish and place the material at trench alder
for any extra Costs in handling Or placing in the trench, and for
disposing of surplus excavated material displaced by the imported
naterial.
Imported granular matzrlal will be Paid for only when authorized by the
E:n gineer.
Measurement will ce based upon individual trip tlCKets of actual trucK
measure furnished the Engineer for tone Undlf [h1f ftCtLOh. Trip
tiCePr
or his
thek material is presented delivered. t Nothe payment will be allowed onre tripe the y tickets
not so validated by the Engineer.
FOUNDATION STABILTZATION
Payment for this Item will be based on the unit price par ton Stated in
the Proposal. ,,eaSurpment will be based upon individual trip tickets
of actual truck measure furnished the Engineer for tons used under this
item. Trip tickets shall be presented to the Engineer for his
signature on the day the material Is delivered. NO payment will be
allo so
nt for
this•ed ittmn trip tiCKets shall ^_onstitutetfull vc"pensatlonilidated by t for he Eall nmaterials,�elabor,
equipment, and InCidentals necessary to furnish materials at trench
side and for placing and compacting it in the trench and for the extra
depth of trench excavation required below the pipe base Grade to
provide for • stable bane for the Pipe and for disposal Of ekC•at
excavation. This Item is to provide for instable base encocmtered in
the progress of the +ork and shall be used only under the direction of
the cnnineer.
• • • • • •
02221
7
Full payment for pipe and fittings, in place, Will nct to ra::e ur,tl.
the pipe has successfully passed the leakage test.
PIPE AND FITTINGS
Payment for the ductile iron pipe and teat iron fittings in place will
be made at the unit price per linear foot stated in the Proposal. The
unit Contract price per linear foot shall include all costs if every
nature for the laying and jointing of the pipe and fittings along each
run, and also all costs for the blocking, protective wrap, joint
bonding, testir.7, flushing, and disinfecting of the pipeline.
The Engineer will withhold full payment on any section of pipe deemed
unsatisfactory due to excessive leakage or any other causes until such
defects have been corrected in accordance with these Contract Doc•lments
and are acceptable to the Engineer.
The measurement for payment will be the field-measured centerline
length Of the pipe and fittings, in place. Laying lengths Of valves
will be included a part of the length of pipe and fittings.
SLOWOFF ASSEMBLIES
Payment for each blowoff Assam ly will be made at the unit price stated
In the Contractor's Proposal. ayment shall constitute full
compensation for trench excavation and backfill and furnishing and
installing all materials. Surface restoration will be paid a-der that
section. Payment will be made only for Permanent blowoff assemblies.
CONNECTIONS TO EXISTING PIPELINES
Payment for each connection to an existing pipeline will be made at :he
unit price stated in the Contractor's Proposal. Payment for
connections to existing pipelines shall constitute full compensation
for trench excavation and baokflll, furnishing all materials, removing
plugs, thrust blocks, blowoffs, and assisting the Owner in making the
connection. Surface restoration will be paid under that section.
• • r • • r
t °?b!
:a
:r
POINT MP APPLICATION
Inject the chlorine mixture into the pipeline to be treated at the
beginning of the line through a corporation stop or suitable tap in
the top of the iipelInt. Water from trio existing system or other
approved source shall be controlled at as to flow slowly Into the
newly laid pipeline during the applicscion of chlorine The rate of
chlorine mixture flow shall be in such proportion to the rate of
water entering the olpt that the combined mlxtJre shall contain
40 to SO ppm of fret available chlorine, valves shall be
manipulated so that the strong chlorine solution in the line being
treated will not flow back into the line supplying the water. Use
check valves It necessary.
RETENTION PERIOD
T•tated water shall be retained in the Piptllne long enough to
,troy all nonspore-forming bacteria. With proper flushing and the
specified solution strength, 74 hours is adequate. At the end of
the 24-hour period, the sterilizing mixture shall have a strength nt
at least 10 ppm of chlorine.
Operate all valves, hydrants, and other appurtenances during
sterilization to assure that the sterilizing mixture is dispersed
into all pats of the line, including dead ends, new services, and
similar areas that otherwise may not receive the treated water.
Do not place concentrated quantLtfes of commercial sterilizers in
the line before it is filed with water.
After chlorination, flush the water from the line until the water
through the line is equal chemically and bacteriologically to the
permanent Source of supply.
BACTERIOLOGICAL TESTS
Contorm to requirements of State Health Department. The Owner will
take water samples for analysis inf,rn the ra^tor r;f. results.
DISPOSAL or STERILIZING WATER
Dispose of sterilizing water in an approved manner. Do not allow
sterilizing water to flow into a waterway without adequate dilution
or other satisfactory method of reducing chlorine concentrations to
a safe level.
D, PAYMENT
payment will be made for pipe and fittings delivered to the job,
unloaded and properly stared in good condition, based upon
manufacturer's 01118 of Shipping less retention.
15003
9
All detacted leaks shall be repaired on piping that is to remain
exposed.
STERILIZATION
Pipelines shall be sterilized before placing in service. Stertltzin7
procedures Shall conform to AWWA C601-68 as hereinafter modified or
expanded and the requirements Of any governing agency having
jurisdiction.
FLUSHING
Before sterilizing, flush ell foreign matter from the pipeline.
Provide hoses, temporary pipes, ditches, etC., as required to •
dispose of flushing water without damage to ad)aeent properties.
Flushing velocities shall be at least 2.5 lose
STERILIZING MIXTURE
Sterilizing mixture shall be a Chlorine-water solution having a free _
chlorine residual of 40 to 50 ppm. The sterilizing mixture shall be
prepared by ln)ectingl (1) A liquid chlorine gas-water mixtures
(2) dry Chlorine gall Or (3) a Calcium or .OdtUm hypochlorite and
water mixture Into the PIPelint at a measured rate while fresh water
Is allowed to flow through the pipeline at a measured rate so that
the chlorine-water solution 1/ Of the specified strength,
The liquid chlorine gas-water mixture shall be applied by means Of
an approved solution food chorinating device. Dry Chlorine gas
shall be fed through proper devices for regulating the rate of flow
and providing effeetiv, diffusion of the gas into the water within
tht pipe being treated. Chlorinating devices for feeding solutions
of the Chlorine gas or the gas itself must provide means for
preventing the b4CkflOw Of water into the Chlorine Cylinder.
If the calcium hypochlorite procedure is used, first mix the dry
powder with water to make a thick paste, then thin to approximately
a 1 percenc solution (10,000 ppm Chlorin). If the sodium
hypochlorite proCedire 11 used, dllutt the liquid wi`h water to
Obtain a I percent Solution. The following proportion$ of
hypochlorite to water will be required}
Product Quantity water
....... ........ .....
a
Calcium Hypochlorlte (1)
(65 - 70 percent C1) 1 lb 7.5 gal.
Sodium HypOChlorlte (2)
(5,25 percent Cl) t gal. 4.25 gal.
(1) Comparable to commercial products known as NTH, Perchloron,
and Plttchlcr.
(2) Known of liquid laundry bleach, Clorox, Purex, ate.
15003
S
Conduct the pressure test In the following manner, unless otherwise
approved by the Enginesrt After the trench has been backfilled or
Partially baekfilled as nersinbefore specified, fill the pipe with
water, expelling all air during trio filling. The test pressure shall
Do 225 prig.
DURATION
The duration Of each pressure test shall be 10 r.inutes, unless
otherwise directed by the Engineer.
PROCEDURE
Slowly fill the PIP* with water and allow to stand for 24 hours.
Expel all air from the pipe. Apply and maintain the specified test
pressure by continuous pumping if necessary for the entire test
period. The test pressure shall be calculated for the point of -
lowest elevatlon, or as specified by the Engineer. The pump suction
Shall be in a barrel or similar device, or metered to that the
amount of water required to maintain the test pressure may be -
measured accurately.
LEAKAGE
Leakage Shall be defined as the quantity Of water necessary to hold
the specified test pressure for the duration of the test ,,•clod. No
Pipe installation will be accepted if the leakage is greater than
the number of gallons per hour as determined by the following
formulas
1/2
ND(P) •I L.
L e ........
7400 5
In the above formulat
L a Allowable leakage, In gallons per hour
N s Number of Joints in the length of P%pe tested
0 w Nominal diameter Of pipe. In Inches
P s Average test pressure during the leakage test,
In pounds per square inch gauge
CORRECTION OF EXCESSIVE LEAKAGE
Should any test of Pipe laid disclose leakage greater than that
• allowed, locate and repair the defective joints or pipe until the
leakage of a subsequent test is within the specified allowance.
rl'
15001
7
PIPE JOINT BANDING
As specified in CATHODIC PROTECTION.
MECHANICAL CnUPLINGS
Field coat buried couplings with two coats of Koppers Hitumastic
No. So.
THRUST BLOCKING
On all pipelines, securely anchor by suitable thrust blocking ell tees,
plugs, reducers, caps, and bends exceeding 5 degrees, and at other
locations where unbalanced forces exist, as directed by the Engineer.
The concrete mix shall have 28-day compressive strength Of ❑ot less
than 2,500 pounds per square Inch. Place blocking tetween the
undisturbed ground and the fitting to be anchorod. The bearing surface
shall be as shown or as calculated based or bearing load Of
1 ,500 psf maximum and a test pressure Of 225 P)ace the blocking
so that the pipe and fitting joints will be accessible to repairs,
unless otherwise Shown. Conform to the water Standard Detail at the
end of this Section.
HYDROSTATIC TESTS
Make pressure and leakage test$ on all newly laid pipe and fittlrgs.
Furnish all necessary equipment and material, make all tape in the pipe
as required, and conduct the tests. The tests shall be conducted
between valved Sections of the pipeline, or as approved by the
Engineer. The Engineer will monitor the tests.
Furnish the following equipment and materials for the testsi
Amount Description
2 Approved graduated containers
2 Pressure gauges
I Hydraulic force pump Approved by the Engineer
.Suitable nose and suction pipe as required
ConOuct the tests after the trench has been backfilled or partially
backfilled with the Joints left exposed for Inspection, Or when
completely baCKfilled, as permitted by the Engineer, where any section
of pipe is provided with concrete reaction blocking, d0 not make the
pressure test until At least S days rave elapsed after the concrete
thrust blocking 1s Installed. If higr-early cement is used for the
concrete thrust blocKing, the time may be cut t0 2 days.
IS001
6
Torque ranges to be applied to bolts and wrench lengths which should
produce the required torque when applied by the average man should
be as followat
Diameter of Torque Range wrench
Bolt (In.) (FOOL-Pounds) Length (In.)
........... ............. ............
5/8 40 - 60 8
3/4 60 - 90 10
1 7(. - 100 12
1-1/4 90 - 120 14
When tightening bolts, bring the gland up toward the flange evenly,
maintaining approximately the tame distance between the gland and
the face of the flange at all ')pints around the socket. Tighten all _
nuts progressively a little at a time. Do not overstress dolts to
compensate for poor alignment. If effective sealing is not attained
at the maximum torque, disassemble the joint and reassemble after
u
cleaning.
CONNECTIONS TO EXISTING WATER PIPELINES
t'
All connections to existing water pipelines will be mode by the Owner.
All necessary trench excavation, batkfill, and surface restoration
shall be performed and all necessary materials shall be supplied by the
Contractor. Contractor shall furnish equipment and manpower to assist
the Owner's crew for the connections. The Contractor shall remove
existing and temporary plugs, concrete tnrust blocking, and blowott
assemblies prior to the Owner making the connection. All materials
shall be on-site prior to Owner notification to make the connection.
The connection will be made after pressure test and sterilization.
BLOworr ASSEMBLIES
Conform to the City Of Renton Standard Detali at the end of this
section and to Section VALVES, VALVE BOXES, AND VALVE CHAMBERS, as
applicable.
NIPPLES
Riseta of plain end ductile iron pipe. Length shall be field
determined and the length shall be adequate to make connections to
existing water pipelines as Shown.
INSTALLATION OF POLYETHYLENE ENCASEMENT FOR DUCTILE IRON PIPE AND
APPURTENANCES
The Polyethylene encasement shall be installed on all pipe and
appurtenances, such as pipe laterals, couplings, fittings, and valves#
In accordance with Section 5-4 of ANSI 21.5 or AWWA C105.
15003
5
DUc:ILE IRON PIPE
Cut PIP@ with milling type cutter or saw. Do not flame cut.
DPESSING CUT ENDS
Dress cut end of mechanical Joint Pipe to remove sharp edges or
Projections which may damage the rubber gasket. Dress cut ends
Of push-on Joint Pipe by beveling, as recommended by the
manufacturer.
BELL END TO FACE DIRECTION OF LAYING
Unless otherwise directed, lay pipe with bell end facing in the
direction of the laying. For line■ on an appreciable slope, face
bells upgrade at the discretion of the Engineer.
PERMISSIBLE DEFLECTION AT JOINTS
wherever It is necessary to deflect pipe from a straight line,
either in the vertical or horizontal Plane, to avoid obstructions,
or where long-radius curves are permitted, the amount of deflection
allowed small not exceed the values recommended by the pipe
manufacturer. Submit data showing manufacturer's recommended
maximum deflections to the Engineer for approval.
ALIjNMENT
Pipe inns intended to be straight shall not deviate from the
straight line at any Joint in excess of I inch.
UNSUITABLE CDNDITIONS FOR LAYING PIPE
Do not lay pipe in water or when, in the opinion of the Engineer,
tret.rh conditions are unsuitable.
JOINTING PUSH-ON JOINT PIPE AND MECHANICAL JOINT FITTINGS
Lay and Join pipe with push-on type Joints in strict accordance with
the manufacturer's recommendations. Provide all special tools and
devices, such as special Jacks, chokers, and similar items required
for the installation. Lubrirant for the pipe gaskets shall be
furnished by the pipe manufacturer, and no substitutes 0111 be
permitted under any circurstances. -
Mechanical joint fittings vary slightly with different
manufacturers. Install the particular pipe furnished In accordance
with the manufacturer's recommendations. In general, the procedure
shall be as hereinafter specified. Clean the ends of the pipe of
all dirt, mud, and foreign matter by washing with water and
scrubbing with a wire brush, after which slip the gland and gasket
On the plain end. If necessary, lubricate the pipe end to
facilitate sliding the gasket in place. Then guide the end of the
pipe into the bell of the pipe previously laid.
15003
6
s .
HANDLING
Handle the pipe so as to prevent injury to the Coating and lining.
Place no pipe or other material inside any other pipe at any time after
it has been Coated,
L.6YING
DISTRIBUTING PIPE
Distribute material on the job from the cars, trucks, or storage
yard ❑o faster than Can be used to good advantage. Distribute no
more than i weeK's supply of material in advance of the laying. If
these conditions cannot be met, the Contractor shall arra`ge tar
stockpiling agreed to by the Engineer.
HANDLING MATERIAL
Provide and use proper implements, tools, and facilities for the
safe and proper prosecution of the work. Lower all pipe, fittings,
and appurtenances Into the trench, I'lece by piece, by means of a
crane, slings, or other suitable tools or equipment, in such a
manner as to prevent damage to the pipeline materials and protective
coatings and linings, Do not drop or dump pipeline materials into
the trench.
CLEANING PIPE AND FITTINGS
Remove all lumps, blisters, and excess coal-tar Coating from the
bell-and-spigot ends of each pipe. wire brush the outside of the
spigot and the inside of the bell and wipe clean, dry, and free from
oil and grease before the pipe is laid,
Wipe the ends of mechanical joint pipe and fittings and Of rubber P
gasket joint pipe and fittings Clean of all dirt, grease, and
foreign matter.
PLACING OF PIPE IN THE TRENCH
Do not allow foreign material to enter the pipe while it is being
placed in the trench.
After a length of pipe is installed in the trench, secure pipe in
place with baekfill material tamped under and along sides to prevent
movement. Keep ends clear of bacKfill. After each section is
Jointed, place baekfill as specified to prevent movement. Connect
pipe as soon as placed in the trench.
CUTTING PIPE `
r.
GENERAL ,
Cut pipe for inserting valves, fittings, or closure pieces in a a;
neat and workmanlike manner without damaging the pipe or lining
and so as to leave a smooth end at right angles to the axis Of
the pipe. '
a*
15001
r�
t
PIP*. A nontoxic Vegetable SOAP lubricant Shall be supplied with
the pipe in sufficient juantities for installing the pipe.
PIPE JOINT BONDING
Conform to Section CATHODIC PROTECTION.
POLYETHYLENE ENCASEMENT
Polyethylene material, thickness, and width shall conform to ANSI A21 .5
or AwWA C105.
MECHANICAL JOINT SOLID SLEEVE
U.S. Pipe Type U-514 long solid sleeve or approved equal.
INSULATED MECHANICAL COUPLINGS
Dragger No. 39, Rockwell International No. 416, Or approved equal, with
ductile iron bolt• and nuts.
THRUST BLOCKING MATERIALS
The proportions and mix design Shall be such that the concrete will
develop a minimum strength of 2,500 psi at 28 days.
TRENCH EXCAVATION AND BACKFILL
Specified in Section TRENCH EXCAVATION AND BACKFILL.
C. WORKMANSHIP
TRENCH EXCAVATION AND BACKFILL
Specified in Section TRENCH EXCAVATION AND BACKFILL.
BELL (JOINT) HOLES
At the location of •ach joint, dig bell joint noise of ample
dimensions in the bottom Of the trench and at the sides where
necessary to permit the joint to be made properly and to permit easy
visual inspection of the entire joint.
REMOVAL OF WATER
Provide and maintain ample means and devices at all times to remove
and dispose Of all water entering the trench excavation during the
process of Gipe laying.
IS003
2
15003 DUCTILE IRON PIPE AND CAST IPON FITTINGS
..... ....... .... .... ... .... .... ........
A. SCOPE
This section covers the work necessary for furnishing and installing
the ductile Iron pipe and cast iron fittings, complete. Polyethylene
encasement shall be Installed on all pipe and appurtenances. Pipe
joint bonding shall be Installed only on the pipelines in Schedules C
and D.
B. MATFRIALS
JOINTS
Pipe joints shall be push.on Joints, except where speciflcally shown or
detailed otherwise.
Fitting joints shall be mechanical joint ends, except where
specifically shown, or detailed otherwise,
ME. HANICAL JOINT CAST IRON FITTINGS
Mechanical joint cast iron fittings shall be Cl&a■ gt0, tor '-Inch
through 12-ln7h size and Class 150 zor 14-1nch th_reugh 24-injl�and
shall conform to AWWA C110 and C111. Furnish lY2�in4i eompiete with
glands, gaskets, nuts, and bolts. Cement-mortar lining for fittings
shall be same thickness specified for Pipe.
FLANGED CAST IRON FITTINGS
Flanged cast iron fittings shall be Class 250 for 4-Indh thru 12-inch
and Class 150 for 14-Inch and larger, and shall Conform to AWWA C11D.
The fittings small be cement-mortar lined to same thickness specified
for pipe.
GASFETS
Gasket material for flanged joints shall bW Cloth-Inserted sheet rubber
gaskets conforming to AWWA C207 and ANSI 816.21, 1 /8-inch thick. The
gasket shall be full-cut, with holes t0 pall bolt$. Gasket material
shall be free from corrosive alkali and acid ingredients,
DUCTILE IRON PIPE
PUSH-ON JOINT PIPE
Push-on joint ductile Iron pipe small he centrifugally cast Of
60-42-10 iron and small Conform to ANSI A21 .51 or AWWA C1S1 .
Tnlckness class_IRal3.__be $1 for 16- and 24-Sr1Qa and $2,lg
and smaller. The Dipe snail 6e eanin�:mertar lined and $eal Coated
In accordance with ANSI A21.4, The push-on type joint shall be In
accordance with AWWA -111. Joint materials suitable for the
specified pipe sizes and pressures shall conform to applicable parts
of Federal Specification !W-P-421 and s^all be furnisnen with the
15003
1
No payment will be made for Any surface restoration beyond 5 feet on
either side of the pipe centerline. Surface restoration beyond this
limit shall be at the Contractor's expense.
REMOVAL AND REPLACEMENT OF DRAINAGE CULVERTS, STORM SEWERS, OR CATCH
BASINS
Remo VA1 and replacement 0f drainage culverts, 6 :m sewers, and catch
basins will be Considered incidental t0 the Conat;uction, and the cost
thereof shall be included in Other items as applicable.
02616
6
Tunneling under curbs and sidewalks Ss optional. However, ahmuld any
subsequent cracking# subsidence, or any other indication of failure
occur withi❑ the warranty period, the damaged Section Shall promptly be
replaced at no additional ccst to the Owner.
ASPHALT DHIVEwAYS AND WALKS
Replace asphalt driveways and walks in accordance with ASPHALT CONCRETE
PAVEMENT REPLACEMENT.
REPLACEMENT OF SOD
Replace sod where directed by the Engineer.
Prior to replacing the sod, the areas shall be carefully shaped to
grade and thoroughly compacted. The finished subgrade shall be
dampened immediately prior to placing topsoil. Topsoil beddinq shall
be spread on " ! dampened suograde to a Compacted depth of 4 Inches.
The pieces of sod Shall be laid In close contact and the cracks between
the adjacent pieces filled in with finely graded topsoil. Upon
completion, the sod shall be dampened and rolled with a lawn roller to
the satisfaction Of the Engineer. The sod shall be Kept damp unless
normal rainfall provides sufficient moisture. In the event the sod
dies prior to project acceptance by the Owner, the Contractor shall
replace it at his own expense.
STORM SEWERS, CULVERTS, AND CATCH BASINS
All storm sewers, catch basins, or culvert$ that are removed because of
- interference with the new construction shall be removed so as to do the
least possible damage to the pipe or basin. Dispose Of Culvert pipe
that is in too poor condition for replacement because of age• physical
condition, or other reasons and install suitable pipe as approved by
the Engineer.
Replace all pipe to the lines and grades to match original. Pipe shall
be laid on a minimum 4-inCh thick Compacted gravel base Of top course
gravel specified hereinbefore.
Replace Culvert headwalls of all types to ON condition at least
equivalent to their Original shape or form.
Reinstall catch basins in their original lccations and reconnect to the
drainage system in a manner equal to the original. If the existing
Catch basin• are damaged beyond repair by the operations, Construct new
basing of similar size, cross Seerion, and design as the original at no
expense to the Uwner.
D. PAYMENT
Payment for the work under this section Shall be based on the
appropriate unit Prices stated in the Contractor's Proposal. Payment
shall be considered full compensation for furrishing all labor,
materials, and equipment to complete the work as specified under this
section.
02616
5
rovide whatever Protective :ids a�ny be -+cesAa.'y to Protect the
exposed Portions Of bridges, cQlverts, curbs, gutters, Posts, guard
!ences, road signs, and any other structures from Splashing nil and
Asphalt from the paving Operations. Remove any Oil, asphalt, dirt, 4:
Any other undesirable matter that may come upon these structures by
reason Of the Paying operations.
ehere water valve boxes, mannoles, catch basins, Or other underground
utility appurtenances are within the area to be surfaced, the
resurfacing shall be level with the top of the existing finished
elevation of these facilities. If it 1s evident that these facilities
are not in accordance with the proposed finished surface, notify the
Engineer to have the proper authority Contacted in order to have the
!acllity altered before Proceeding wath the resurfacing around the
obstruction, unless otherwise approved. Consider any delays
experienced from such obstructions as incidental to the paving
operation. No additional payment will be made. Protect all Covers
during asphalt application,
XCESS MATERIALS
Dispose of all excess materials. M0-e arrangements !or the disposal
and bear all costs Or retain any profit incidental to such disposal.
CONTRACTOR'S RESPONSIBILITY
Settlement of replaced pavement over trenches within the warranty
period shall be considered the result of improper or inadequate
Compaction of the subbase or base materials. The Contractor $Mali
promptly repair all pavement deficiencies noted during the warranty
period at no additional cost to the Owner.
SIDEWALKS AhD CURbS
Replace concrete sidewalks and Curbs to the same Section width, depth,
line and grade as that removed Or damaged. Cut ends Of existing Curb
to a vertical plane. Prior to replacing the sections, properly
backfill and compact the trench to prevent subsequent settlement.
Cut ends at existing curbs to a vertical Plane. Construct forms to
match existing. Place concrete and finish exposed surfaces similar to
adjacent curb,
Replace Concrete sidewalks betwee❑ scored joints and make replacement
in a manner that will avoid a Patched appearance. Provide a minimum
2-InCh thick Compacted leveling base Of top Course gravel hereinbefore
specified. Finish concrete surface similar to the adjacent sidewalks.
5^ore lolnts And 'lnish loge$ with d st!el edging tool.
02616
.ht
i
C. WORKMANSHIP
TRENCH EXCAVATION AND SACKFILL
Conform to the requirements Of Section TRENCH EXCAVATION AND BACKF;LL.
Depth Of cover over the pipe shall be minimum 18 inches, Backfill
shall be selected native material.
CJNNECT'nN TO MAIN
Clean ex:erler of main of dirt or other fortigh matter that ...aV impair
the quality of the completed ConnectIOA. Then place service clamp at
the desired location and Clamp tight by tightening alternate nuts
Progressively. Do not place service clamp within 1 foot of pipe joint
or other clamp.
Taps shall be made in the pipe by experienced workmen using tools in
700d repair with the proper adapter$ for the size main being tapped,
PREPARATION Pr TRENCH
Grade the bottom of the trench by hand to the line and grade to whicn
the pipe is to be 1810, The trench bottom shall form a continuous and
uniform bearing support for the pfpe. Provide and maintain ample means
to remove water entering the trench during the laying operation to the
extent required t0 properly grade the bottom of the trench and allow
for proper compaction Of the backfill around the pipe Zone. DO not lay
pipe in water,
COPPER TUBING
7
The Copper tubing shall be cut with square ends, reamed, and flared
with the p-oper size flaring tool, cleaned, and made up tightly. Care
shall be t !K*n to prevent the tube from kinking or buckling on short
radius bends. Kinked or buckled sections Of Copper tube shall be cut
out and the tube apllte: rlth the proper brass fitting at the
Contractor's expense.
HYDROSTATIC TEST AND LEAKAGE
Test service Connections and service connection Pipe by either testing
In conjunction with the main at the test pressure required for the
main, or by testing at the normal hydrostatic main Pressure after the
main has been Completely installed and tested. Inspect visu. 11y for
leaks and repair any leaks before backfilling. Duration of :.ie test
shall be at least 15 minutes,
STERILIZATION
Se"Iic* connection transfers shall be sterilized as followst
Hake connection to the main pipeline.
I
15140 f
3
TAPPING MATERIALS
The Contractnr shall provide the necessary tapping Mserlines for making
the conneetlOce, and he stall furnish the mleCellaneocs materials
required for making the tapo, such as Cutting oil.
t
CORFORATION STOPS
Corporation stage for 3/4-inen through 1-1/2-inch services snall have
ANWA thread inlet and Copper outlet and shall be Mueller M-15000, or
equal. Corporstion stops tar 2-inch services shall have outside iron
pipe thread inlet and Copper outlet and sr.a/l be Mueller H-1502S, or
equal.
COUPLINGS
Mueller H-15450 straight coupling for connecting copper pipe to
galvanized iron pipe for the 1-1/2-Inch and 2-inch services.
UNION
Copper-to-copper union, Mueller 14-15400, Hays Mangfacturing Company
5615, or equal.
M13CELLANEUUS FITTINGS
p4iscellaneous fittings, Including reducers and adW ers of approved
type, Mueller Company, James J^,nss Company, or equal.
METER STOP
tlet
ter
tans for
angel-Snche Services tshall er ubet Mueller hread uH114253,a Hays s incn
Manufacturing
Company 25012, or equal.
ANGLE VALVES
rlanged angle valves for the 1-1/2-inch and 2-inch services shall have
pVC Dire fsmal.e threads and padloCll wings as manufactured by James
Jones _Ompany, or equal.
COPPER TUBE
Copps: tube used for :/4-inen and 1-inch service connections small pe
Type K, soft, seamless, Conforming to ASTM B 88.
SERVICE INSULATORS
Servie vice
from Corporation
ShallCbeiaeumanufacturedtbyiFordate MotorrCompanyRe toD
Wabash, Indiana, or
equal.
1S'40
2
l
r •A
15140 WATER SERVICE. CONNECTION TRANSFERS
..... ..... ....... .......... .........
A. SCOPE
This section covers the worK necessary for the .erviee conneClian
transfers from the existing pipelines to the pipelines Of this
Contract, complete.
Included are the transfers of 3/4-, 1-, 1-1/2- Id 2-inch service
connections, Complete, including, but not llml to, furnishing ail
materials, excavation, backtill, locating existing service connections,
Installing service Piping and fittings, making connections to the new
water main and to the existing service piping or motor &i directed by
the Engineer, testing, sterilITInq, Hushing, and all other incidental
work as requlr•d for a complete service Connection.
The approximate location of service connections to be transferred will
be determined by the Engineer.
Surfs a restoration required due to construction of water terviae
Connection transfers shall be included in Section SURFACE RESTORATION,
B. MATERIALS
EXCAVATION AND BACKFILL
Conform tc tha requirements of Section TRENCH EXCAVATION AND BACKFILL.
BeCKtlll shall be selected native material.
SERVICE CONNECTION SIZE
The location and size Of service connections to be transferred will be
as shown or as directed by the Engineer. All components Of a service
Connection shall be the some size as the nominal designation Of the
existing service Connection pine, 1.e.0 a 3/4-inch Connec+.ion will
Consist at 3/4-inch Corporation stop, 3/4-inch Curb stop. or 3/4-inch
angle valve, etc.
REPAIR SERVICE CLAMPS
Service Clamps Small be of the proper size tar the pipe an which they
at + to be installed. Threads shall be iron pipe. Repair service
Clamps for 1.1/4-inch and larger services avail be double-strap,
malleable lion body, zinc-plated service clamps, camp let* with neoprene
gaskets Cemented in pl% 'a and shall be as manufactured by Mueller
Company, Decatur, ILI or equal.
15140
t
r
AIR TEST
RECOMMENDED PROCEINIRE FOR CONDUCTING ACCEPTANCE ngr
I. Class WVs to be Mlad
pipe with rater. by Dr-paDteg sang Rids{ISBa0sl s'abher bW Or01tEh fIte I
CRPlug oil Pie wLL W with sWtebte lest Phig4. Brace arch plug secur4l ISO _19
3. DWaPipeWhstesh" is suhmergetl to gro0iM water, Iruert a i 15000
drrngrt3etLrhg, NW iss ha"fiD maerlal adlsemt to the rmter of the Pipe,.arM de- 9m
WrmisethePreasuf s In W probe when air I—awi.I—IY t xath it This le&back
pressure due W groinM—Wc auhmefgeus over the end d the prohe. Ail gauge Pre.- e00 100 1op30 _
sure.W t1r teat should be Increased by'this agars[, -
4. Add aif slowly W the WMm of hh`Pipe W.tellatim under test until Oe Wterrul af0- ..N
ir pfasaure is fused to 4.0 piii, lea g0_ e3nS. Checkcapoaed pipe and Ping.for abnormal asluge by coaling with a soapsolutim. >0 3bj
N a:.y(arlurea are observed.bWetlo9 air and m¢ke seeeaua rOpa+fa.6. After an totem l prr9sure of 4.0 Wig o,obtained,anew at bast two misutes fur 60 1
ahrtempema WMablDW,addingml%. h momlofair 500 ra,
s. Alter the two mtsuW penod,diecmnuct air supply. ui�W maWtaW Prceaure.
so s, s, the Ps rer ui for t cs W 9.5 palg. alert ..0.ynvsWk, Deters,,,-Its time to
aeawds that to regaretl for[fa ig4-Mai air pressure W reach 2.5 psig, This tlme In- N�
W,noal Should then oe comParod with ISO tines+ mgwrvd by epecN,ealioc as computed
p. IJatslae asd lesgthof W porLuru.-!Dipe under Wnt in tab'.-um14r W one ahfws _I Mre. 30 su
Dtemeler T- Lesgth
-- Imhea FnM- - { . K =.011 d21. C-.0003BOY dL
3p—
10-
I.
OR
I �
i Total K_- T-WIC
-1..._ Time requited by a0aelfldWw ISO I>o-.
- ----- of
j to. BY use of nomograph 4Fq. 131, compute K srM C. Uso scales d mM L.mad K
W C.ant enter th..values in the teble.,roue. 0I
It- Add Mi values of K end all values of C for pipes under Wat.
12 Nth"total-fall C values is loss th.fee,enter the total of all K values Iaf-the - •ro
epsoe for wl'ime Requfr0d by 1pacifrca,m,s _ 1m 1133- a
13. If the letel of all C value. ,gre-Wr Dun five.divlds 0.total ff all K values,by
Wa W1al-fall CMI--.to gM tq. To make Wla dlvlslm w1W the nanegrsph,use araW �". 13.-NOMVGRAPN FOR THE SOLU77UN OF K ltl-
= .Dl
C and K.and road a. '1- C = .0003092s 4
14-K-C
upon the Engineer's fuel manhole-to-manhole inspection of the sewer
system, if any foreign matter is still prevent in the system, reflush
and clean the sections and portion{ of the lines as required.
TELEVISION INSPECTION
Rater Completion Of Construction# but prior to acceptance by the Owner,
the Contractor shall flush the gravity sewer pipe and, utilizing
television faculties, insneCt and video-tape record for the Engineer's
approval all mainline {aver pigs. T.ie Contractor shall provide ail
equipment, facilities, manpower, and all other appurtenances necessary
for Complete and permanent record of television inspection.
D, PAYMENT
Payment for gravity sewer pipe will be based upon the unit Price per
linear foot as stated in the Contractor's Proposal. Payment for
gravity sower pipe rill be based on the actual number of feet of pipe
rice pe
shallinstalConstitutea full led, as dPayment for by the iallrworkn tarn
thepgravityr*Over aDlpeot
specified herein.
payr.Ond* at the
nit
lineartf0ot asvice stated in theons will be Contr a ctor'saProposal. u , sr
fr payment for
service connections will be based on the actual number of toot Of pipe
Installed, including all fittin9s, as measured by the Engineer, The
unit price per linear toot {hall Constitute full payment far all work
for the service Connections specified herein.
No payment for pipe# in place, will be made until the pipe has
successfully passed the air tee..
It. Within warranty PtriOdo any
StOms
originally accepted; Ir actually snot i {acceotablsduer y to {ubaequentou9h
excessive leakage, Or any other defects, the Contractor shall repair or
replace the affected portion at no Cost to the Owner. it is understood
that shallibethe liobletfortor saidalls to Cost$ ofo Such repairwork as required, the dgraty
replacement.
Payment for television inspection will be based on the lump sum Price
as stated in the Contractor's proposal, The lump sum pries shall
constitute full payment for all work for the televi{Son in{DQCCSOn
specified nerein. '.
ISOOS
7
i .
i
TESTING FOUIPMENT AND PROCEDURE
Furnish all necessary testing equipment and perforn. tests in
a manner satisfactory to the Engineer. Any arrangement of
testing equipment which will provide observable and accurate
measurements of air leakage under the specified Conditions will
be permitted. Gauges for air testing shall be calibrated with a
standardiZed test gauge provided by the Engineer at the start of
each testing day, the calibration shall be witnessed by the
Engineer.
TIME OF TESTING
Testing of sections of the constructed sanitary sewer for
acceptance will not be performed until all service connections,
manholes, and bacXfillinq are completed between the stations to
be tested.
REPAIRS
Repair or replace, in a manner approved by the Engineer, any
section of pipe not meeting the hydrostatic test requirements, at
no Cost to the Owner. Retest the pipe attar repairs are made.
SUPSEOUr FAILURE.
Infiltration of ground water in an amount greater than herein
specified, following a successful air test as specified, shall be
considered as evidence tUr,t the original test was in error or
that subsequent failure of the pipeline nes occurred. The
Contractor shall Correct such failures in a manner approved by
the Engineer anq at no cost to t:ie Owner should they occur withir
the warranty period.
The Contractor, in contracting to do this work, agrees that the
leakage allowances as indicated herein are fair and practical.
AIR TESTING
Follow procedure as outlinwd for Acceptance Test appended at the
end of this section, except that the pipe and Joints shall be
considered as satlslactorl' when the time regaired in seconds for
the pressure to decrease from 3.5 to 3.0 pounds Per square inch
greater than the average bacKpressure of any ground water that
may submerge the pipe is not less than twice that Computed in
accordance with the Recommended Procedure for Conducting
Acceptance Test.
FINAL SEWER CLEANING
Prior to final acceptance and final manhole-to-mennole inspection of
the sewer system by the Engineer, flith and Clean all part% of the
system. Rea,ove all accumulated construction debris, rocks, gravel,
said, silt, and other foreign material from the sewer system at or near
the Closest downstream manhole. I1 necessary, use mechanical roddinq
or bucketing aquipment.
15005
6
Provide ends of all service Connection lines and fittings with standard
watertight plugs Or caps, suitably braced t0 pfeVent b10MOtt during
internal air testing.
The first length of pipe out from the tee on the gravity sewer pipe
Shall not he greater than 3 feet in length.
INSTALLATION OF SERVICE CONNECTION TEES
Install tee fittings In accordance with the Sewer Service Connection
Details shown on the Drewings-
SERVICE CONNECTION MAPKEPS
Prior to installation, paint marKers with creosote, or equal wood
preservative. After the service COnheCtlOe Pipe is lhstalled, black
the capped or plugged and and install marKer. Paint the too portion of
the marker immediately after its installation with first-quality white,
exterior qu1CK-drying enamel. After the Paint has dried, use black,
quick-drying enamel and neatly indicate the distance from the natural
ground surface t0 the top Of the service Connection pipe in feet and
Inches and stenC!1 the word SEmfP with 3-inch lettering on the markers.
take precautions durins the b&ckfilling Operation to ensure the
posltloh and location Of the marker. It the
marker Is broken or
eretion,
Knocked out of vertical alignment during
reopen the trench Ar. 1 place the marker in accordance with the sewer
service COnneclOn details shown On the Drawings,
MATERIALS, TESTS, AND INSPECTIONS
PVC PIPE
The Pipe shall be inspected at the point of manufacture In
accordance with the manufacturer's standard methods. Provide a
certificate of tests.
Pipe and accessorieA that ire CMIPPed, Cracked, or contain other
Imperfections, or do not satisfactorily meet the mar.utaeturer's
standard test requirement$, shall be rejected.
AIR TESTS FOR GPA41TY SEWERS
All gravity sewers and Sower serviCe connections shall successfully
pass an air test prior to acceptance, Manholes shall be tested as -
specified in Sectlen MANHOLE CONSTRUCTION.
GENERAL
PLUGGING Of TEES, STUBS, AND SERVICE CONNECTIONS
Plug all Wye$, tee$, stubs, and service Connections with gssktted
caps or Pluas securely fastened or blocked to withstand the
internal test pressure. Such plugs or caps shall be removable,
and their removal Snell Provide a s6cket suitable for making e
flexiole Jointed lateral connection or extension.
!sons
s
After the joint has been made, Check pipe for alignment and grade. The
trench bottom shall form a continuous and uniform bearing and support
for the PiPe at every point between joints. Apply sufficient Pressure
In making the joint to assure that the joint is "home" as deflned in
the standard installation instructions provided by the pipe
manufacturer, TO assure Proper Pipe alignment and joint makeup, piece
sufficient Pipe zone material to secure the Pipe from movement before
the next joint is installed.
When pipe is laid witnln a movable trench shield, take all necessary
precautions to Prevent PiPe joints from Pulling apart when moving the
shield ahead.
Take the necessary precautions required to prevent excavated Or other
foreign material from ge".Ling into the PIP* during the laying
operation. At all times, wren laying operations are not 1n progress,
At the C10se Of the day's work, Or whenever the workers are absent from
the job, close and block the open end of the last laid section Of Pipe
to prevent entry of foreign material or Creep of the gasketed joints.
Take all precautions necessary t0 prevent the "uplift" or floating of . f
the line prior to the Completton of the backfillinq operation.
Where pipe IS Connected t0 manholes, make Connection so that the
standard pipe joint is located not more than 1.5 feet from the outside
edge of the structure.
When Cutting the PIP* is necessary, use only tools and methods
recommended by the pipe manufacturer and approved by the Engineer.
LAYING AND JOINTING SERVICE CONNECTION PIPE AND FITTINGS
Workmanship shall conform to specifications for laying and jointing
gravity pipe and fittings as stated herainbefore. Lay Pipe upgrade
from connection to the sanitary sewer with bell or coupling ends
upgrade. Pe shall be laid in a straight line at uniform grade
between .1ngs, or on a uniform horizontal or vertical curvature
achieved .f deflecting the pipe joints within manufacturer's
recommended limits.
Maximum deflection permissible with any one fitting shall not exceed
49 degrees and shall be accomplished with long-radius curves or bends.
Short-radius elbows or urves will not be Permitted, except by
permission Of the Engineer.
Where service Connection Pipe 1s Connected to manholes or Concrete
structures, make the connection so the standard pine ,oInt is located
not more than 1.5 feet from the structure.
t5005
4
Use proper implements, tools, and facilities for the safe and proper
prtectin ipe into
r as
too avoido any t PMYsicalK is megeltoptne pipe.�h Removes all damaged e
the damaged Pipe fro'
the jobsite. Do not drop or dump pipe into trenches under any
circumstances,
LINE AND GRADE
GRAVITY PIPE
Do nt shed
the
moreOthanv1/2l inch m for line and g or '1/4a incht for grade, provide! )
provide! that
such variation does not result in a love, or reverse slopir. invert.
Measure for grade at the pipe invert, not at the top Of the piper
because of permissible variation in pipe wall thicKnesf.
Establish line and grade fir pipe by transferring the cut from the
offset staKes established by the Engineer to batter boards set mirk
the trench at maximum Intervals of 25 feet,
Of
three Sete of batter boards with string line ahead of the Pipe
laying at all times. If batter boards in the trench prove
impractical because Of trench conditions, submit other methods Ot
grade and alignment control to the Engineer for approval.
SERVICE CONNECTIONS
The Engineer will establish line and
gradethe to the
tract
ced teof landon tone
be serviced by the sewer System.
taKS
they depthO aft excavations required!at the upstream groundven into the
upstream end of the service
connection.
the
nection pipe
horizontaledistanceloffo as I footoeithereside ofr' within a
Sewer rho preselected
location.
Batter boards will not be requited for grade, but lay the pipe
uniformly bliw!!m the NnereDr the minimUmtop
Slope$ are riser used,o Jay O then pipee DY
property line Plug,
means of a good•quslity builder's level, not less than 24 inches in
length. Minimum (lope Shall be 1/4 Inc- per foot unless otherwise
permitted Oy the Engineer, but in nO case Leff then 1/8 inch per
toot.
LAYING AND JOINTING GRAVITY PIPE AND FITTINGS
Pipe laying small proceed upgrade with spigot ends Pointing
direction Of flow. Alter a section Of pipe has been lowered into the
prepared trench, clean the end Of the pipe Co be joined, the inside 0!
the joint, and the rubber ring immediately before Joining the �ipl.
MSKO easemb3Y Of the 10int in accordance with the feCOmmlmdaiiOnf Of
the manufacturer of the type Of joint used. Provide all special tools
and appliances required for the jointing assembly.
15005
I
:4:
TRENCH EXCAVATION AND BACKFILL FOR GRAVITY SEWER PIPE
Spec if led Jr. Section 02221, TPENCH EXCAVATION M D BACKFILL.
TRENCH EXCAVATION AND BACKFILL FOR SEWER SERVICE CONNECTIONS
Conform to Secticn 02221, TRENCH EXCAVATION AND BACKFILL. BecKfill
shall be selected native material.
CONCRETE
Concrete mix having a 28•day compressive strength Of 2,500 psi minimum.
SERVICE CONNECTION MAPKERS
New 2x1 utility grade or better In ne piece. No splicing will be
Permitted.
C. WORKMANSHIP
TRENCH EXCAVATION AND BACKFILL FOR GRAVITY SEWER PIPE
Specified in Section 02221, TRENCH EXCAVATION AND BACKFILL.
THBNCH EXCAVATION AND BACKFILL FOR SEWER SERVICE CONNECTIONS
Conform to applicable Portions of Section 02221 , TRENCH EXCAVATION AND
BACKFILL. Do not backfill around service connections until inspected
and approved oy the Enq_neer.
BELL HOLES
Excavate bell holes at each joint to permit proper assembly and
Inspection of entirr joint.
DEWATERING
Provide and maintain ample mews and devices to remove and dispose of
water entering the trench during the leyioq operation t0 the extent
required to properly grade the bottom Of the trench and allow for
proper compaction of the baCKfill in the Pipe Zone, pipe shall not be
laid In water.
PIPE PREPARATION AND HANDLING
Inspect all pipe and flttings prior to lowering into trench to ensure
no cracked, croken, or otherwise defective materials are being used.
Clean ends of pipe thorcughly. Remove foreign matter and dirt from
Inside of pipe and keep clean during and after laying.
15005
2
�r
15005 GRAVITY SEWER. PIPE AND SEWER SERVICE CONNECTIONS
..... ....... ..... .... ..... ....... ...........
A. SCOPE
Tris section covers all work necessary for the installation of gravity
sewer pipe and for the installation of service connections, complete.
Sewer service connections will extend to the right-of-way line or as
directed by the Engineer, The Engineer will tield lecate where the
service Connections are to branch from the main line, and letermine the
required depth at the end of the line. Minimum depth Shall be 5 feet.
Sewer service connection details shall be as shown on the Drawings,
Surface restoratLon required due to construction of gravity sewer plo•
and sower service Connections shall be included In Section 02616,
SURFACE RESTORATICV.
B. MATERIALS
GRAVITY SEWER PIPE
Polyvinyl chloride (PVC) plastic pipe conforming to ASTM 0 3030,
SDP is.
PIPE AND FITTINGS FOR SERVI2: CONNECTIONS
Pipe and fittings shall oe 6-inch diameter PVC conforming to
ASTM D 3034, SDP 35. Except by permission of the Engineer, long-radius
bends shall be used at all Changes In direction.
PIPE JOINTS
Joints shall be rubber gasket push-on type. Furnish complete
Information on basic gasket polymer and results of teats of physical
properties of the Compound. Joints for PVC pipe shall Conform to
ASTM D 3212.
TEE FITTINGS
Joints on all tee fittings shall be the same a■ the piPa joints. Caps
or plugs shall be furnished with each service connection with the same
type gasket and joint a$ furnished with the service connection piPa
specified. The plug or cap shall be banded or otherwise secured to
withstand all test pressures involved without leakage.
Furnish all tee fitting outlets with gasketed type joint or approved
adapter to join service connection pipe used,
'5005
1
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ELEVATION
2° BLOW-OFF ASSEMBLY
WATER STANDARD DETAIL
CITY OF RENTON
PEPARTMENT OF PUBLIC WORKS .�•»•� rw
CONCRETE BLOCKING SIZING PROCEDURE
• _f_ r
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WATER STANDARD DETAIL
CITY OF RENTON
` DEPARTMENT OF PUBLIC WORKS .OY[MRY A»
t
i
S TALBOT HILL r,
C, F ,�r i T N
� R E_P r.I`,T.>, P F R M I S, EASEMENTS S EM...E T S __ ,.,._._.�W___�...�._ ,_.�.:_..1��.:_.���_. . .7
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[L[tMTwN F.LEfATION
1S" BUTTERFLY VALVE INSTALLA
TION AND VALVE CHAMBER
aawwMrawrwewraM.t.rr.r POW"ae".
WATER STANDARD DETAIL
CITY OF RENTON ~�
arI n pr. DEPARTMENT OF PUBLIC WORKS w fw•t• "
4:
,i.
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�......•.. r ELEVATION
LEVATION
12" GATE VALVE INSTALLATION
AND VALVE CHAMBER
Yon
pl/Trl pI YYVI co "wo VAMt N{Y1.YY{ VWVfi{trllLTt rWViOt iYTllrrlOrlf YVYt�Otl
'woo 06W010
WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORK
YrNw rtM
VALVE ChAMBEPS
Construct in accordance with details shown on dater Standard Uetails At
the end Of this section.
VALVE BOXES
Center the valve boxes and set plumb over the wrench nuts Of the
valves, Set valve boxes so that they do not transmit thoCK or atrese a
to trio valves. Set the valve box covers and concrete pads 1 /4 Inch
below grade in pavement or snoulder and 2 inches Above grade elsewhere.
the
one thee extensiono whom setp at grade, s Valve t boxes v Shallalve be ox does not r
the be installeda s
shown on the Drawings.
EXCAVATION AND BACKFILL
Conform t0 eDDlleablt portions Of Section TRENCH EXCAVATIOV AND
BACKrILL. place t hOt0u0hly compacts total density d equal e too tnats specifiednd valve C for the rs end
adjacent trench and in such a manner that will not d MSfa iligned boxes or
the box or Cnamber from proper alignment or grade,
cnSmoers shall be excavated, plumbed, and baCKfilled at the
Contractor's lxDerse,
TESTING Of VALVES
valves shall be tested at trio same time that Lne er Lett. p1De11ne is
tested, Joints mall show no visible leakage under test. RADA1[
he
at* any thDlclalrDertssotfc ontrolt Prior systems orinal operators that acceptance.might here
properlybe
Cdamaged by tneontractor willDbeehold responsibleslot any damage Caused tbys The
the
testing.
STEPILIZATION
Sterilise valves at tre same time the pipelines to which they Are
attached are sterilized.
D. PAYMEhr
.......
each valve And valve box and
payment will bG made forthe each valve end
valve cnamDerPfurnished and Paymenttalled for Atvalvssrivaivac poxes,,t i and valve
osal.
chambers shall constitute full compensation for all work as specified
under iris section.
15160
3
BOLTS, GASKETS, GLANDS, 'TUTS
Molts, gasKets, glands, nuts, and miscellaneous accessories required t0
install all special valves are to b♦ turnished. Bolts for flanged
COnntCtlons sa611 be galvanized steel with American Standard regular
unfinished square or nex heads. Nuts shall be galvanized steel with
American Standard regular hexagonal dimensions . Gaskets for flanged
eonnectlons ■hall be 1/0-inch thick rubber, Gaskets shall extend from
the inside diameter of the flange to at least the Inside edge of the
bolt Moles or they may extend beyond the bolt circle. Jointing
materials for mechanical Joihts shall conform to IV. A C111,
VALVE CHAMBERS
Valve chambers for butterfly valves and gate Val yes shall be as shown
In the *star Standard Details at the end of this section,
VALVE BOXES
Valve boxes for gate valves smaller than 12 inches shall be Buffalo
two-piece sliding type, cast itch with 5-1/4-inch shaft, and shill be
Mueller H-10164 of appropriate length for the installation, or as
approved. The word WATER shall be east Into the top Of the lid.
Extension pieces, it required, shall be the manufacturer's standard
type for use With tee valve box. All units shall be complete with all
necessary bases and accessories.
EXCAVATION AND BACKFILL
COnf Qrm to Section TRENCd EXCAVATION AND BACKFILL, BacKflll shall be
selected native material.
C. WORKMANSHIP
VALVES
Before installation, valves shall be carefully cleaned of all foreign
material and shall be inspected for proper operation, both in open and
closed positions and to verity that the valves seat properly. install
valves in accordance with the applicable portions of these
Specifications. Unless otherwise indicated, Install valves with the
stem vertical. Installation practices shall conform to manufacturer's
recommendations.
Prior to installing flanged valves, the flange faces shall be
thoroughly cleaned. After cleaning, insert the gasKat aF.J tlQhteM the
nuts progressively and uniformly. It flanges leaK under pressure,
loosen the nuts, reseat or replace the gasket, retighten the nuts, and
retest the joint. Joints must be Watertight at test pressures before
acceptance,
15160
2
tS160 VALVES,.
VALVE BnAES, AND VALVE CHAMBERS
A, SCOPE
Thi rnishing
tnlfvalvet�nvalva[boxas,the work and valveaary tar cnambert,Jcomplete on' installing
B. MATERIAL:
GATE VALVES 4-111Cn AND LAPGEP
Valves shall be iron body, bronze-mounted, double-disc, Oarallel seat,
NPS Valves with O-ring seals, Unless Otherwise tnown, the Valves shell
en bY
nave 2-inch :goare wrench valve ends shall shall*be asl*mown for the
Counterclockwise (lett) ,
Connection, Valves ana11 conform to AwwA C500, Corrosion Protect on
shall be PanOfsetu[er's standard,
BYPASS PIPING
For 12-Inch gate valves, provide byDaaa piping as Shown On the water
Standard Detail.
EXTENSION STEMS
ue installed at buried valve locations.
Extension stems (hell
E%LenSiOn stems small a ate the Operating nut to HOt-diP galvanize
0t th!
ground level, stem diameters Snell be i inch.
extension stems after fabrication.
yUTTEPFLY VALVE
comply in all respect$ with the Physical and
BJ[t![tiY valves *hall41 short
performance IegJlremanMlRUfaCtUTeTSD[eguestingoapproval shallvfurmish
snail be Class 150B,
an affidavit stating this Compliance end Lndicatnortaly the material
Shown ntorhthe connectl0nfurnished.eratorss$Mallb be Y factory
ve l installe0 and nds snail at es
piped, Valve componeions
nts shall Withstand tme environmentAle. +elvestsmall
in contact, and provide continuous t[Ma 1.tr paintings shall be
be Henry Pratt Groundhog or approved Mal.
T6nufacturer'a standard for buried service.
tors
ith
beefullysgSSKet0d andygrease-packodwith AWdA OtowWithstandnonlexternalarateffhell
pressure at 10 psi, Operators shall 01 capable of dtveValve$ snailes
11s .ad In table 1 of A4WA C504 for Class 1SDAOperaesT components smell
Close with a clockwise rotation Of C•:! not,
withstand an input torque of 100 toot-Founds et the extreme operator
position without damage.
15166
f
Standard Drau+tngs
CI Itt -YJ -ri ""Aftf Eli •a95
/ / I
PLAN VIEW
� nY�s.to MauYo cri
T '
i
S1MYMa a wtrt aa.
r..Vi CHI AIA •NEE
'xA
it
Y
i
coal n ,
Y„J b•IE N'f N'.4' I.K.
514E VIEW Offset Hptrcnt Setting
�—
SteaO.rd P,.. Ne-ss
Page VII-74
Tit ROD SELECTION TABLE
I!1 Y MIMI 1.Y tit aY
t�H Inlan
IH 1 I I I I I ) r1 U a tl N
r _w ,In vF
v w ).w vF
• w .,r 1A I .Ir i M•
YF N Irc.
Y IN )I'M F sit, In,
Ir' lb Ileb VF VF
rY' Ib Y.w Vp
rY' r "Jo vY• )q-
rF In n.r vF sA.
H- 1. n.M Vy 34.
lv' M
r w rues r vr'
w In w.tb rIF
wnt.
I Inl{M 111 rl hYt YY Y>llYrl MM.
Y,
1 11t Ya w{{..4n,-awl MM r11»n Hn1 M nn
.TM In a w HII'MI.N
1MYT a MCI.Y.1t11 M.In t,I wt.rtnm'tilt M
wI1tIVt 1.talY.'•Y Iw »M II»
I ",Y Yz Y..Is"a<YHI Y1»I wH YYY...
tY.Y.14 HIwt11[ In.IH.1{.LILY ar M1ltwttl
s m1I Yv w{IM Hllta mInn"a a Iw").4,n a»
»=11 M 11,r11 au.rcu.Ml".uw..
t1Y{yltr •..t-t4 fIY Wllr IWWI1l,
CYI.YTI.I a{Mt IH{y/trpallb Y IryYa I1I�ttY�ttlw .Ilp a INY
CAST ON LUGS TIE BOLT 'DUC-LUDO RETAINER CLAMP
FIRE HYDRANT AND GATE WLVE
1
TIE ROD ATTACHMENTS
WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS .r..... .»
m•
LJI .•,NN , '
� I N.LKR
�s / I.NA WYK[
fL[MTION
RAM
FIRE HYDRANT GUARD POSTS
LLLA
IP.IM(gK1N(t
� .rKc NroIINN
LENOIN•NO OERN IAMB FH OM1YiMOE
ENO MCI"vgcl G1r s
CUT „ .o r«I ... V
1
va"wx LENO'N M Pff EE�
w//I lrtl«i« j.. OR.Y.ON�NEEr E
LKNtI NON � n�[.55[PCI\Y LNII�
1 L
a,m.Nt. 1\:W.N pNI.rI WOO EtFEI M 1gOR IYRM W T.
FIRE HYDRANT ASSEMBLY
FILL
FIRE HYDRANT LOCATION IN
CUT OR FILL
WATER STANDARD DETAIL
CITY OF RENTON .r
�t «,, DEPARTMENT OF PUBLIC WORKS
D. PAYMENr
Psyment will be made for each fire hydrant assembly at the unit price
stated in the contractor's Proposal. payment for fire hydrant
assemblies shall constitute full compensation for all work specified
under this section,
The fire hydrants are set var, ig depths and varying distances from the
mainline pipes and the hydrant location in cut or on fill. All
hydrants will be required and the Contractor shall enter a single price
oin nis f Proposal to ow for the trio typeaofing depth location. and lengths
15150
4
EXCAVATION AND BACKFILL
Conform to S*CtIOM rkt:NCH EXCAVATION AND BACKFILL. Sacktill stall be
selected native material.
C. wORKMANSHIP
GENERAL
Constructivn and installation shall conform to the City of Renton
Standard Detail at the and of this feCtion, Provisions of Sections 11
and 12 of Ions C600, and provisions of Section 77 Of the Standard
Sp![lficatlOhl. Paint etacKle rods with Koppers Bitumastic No, 7D0-M
(16-mil MDFT) , wrap the 6-inch lateral and polyethylen $tackle rods in
CAST IRON FITTe sheeting es tpeelfled in Section D:;CTILE 1Pr)N PIPE AND
INGS.
PIPE AND FIT1lNGS
Conform to Section DUCTILE IRON PIPE AND CAST IRON FITTINGS.
VALVES AND VALVE BOXES
Conform to SeCtlon VALVES, VALVE BOXES, AND VALVE CHAMBERS.
PRESSURE TEST, STERILIZATION, AND FLUSHING
Conform to Section UUCr1LE IRON PIPE AND CAST IRON FITTINGS.
TRENCH EXCAVATION AND BACKFILL
Conform to Section TRENCH EXCAVATION AND BACKFILL.
LOCATION, POSITION, AND TYPE
Locate es shown or directed so as to provide complete accessibility and
minlmlzt possloillty Of damage from vehicles Or infury to pedestrians.
ImPfoP*rly located hydrants shall be disconnected and relocated at the
Contractor's expense. Type of location for the fire hydrant assembly
$Hall be as shown,
PLACING RIpRAP
Key riprap Carefully by hand forming a rock wall or bed, as shown.
Average deptn Of riprap Shall be not less than I foot 6 Inches with a
finished surface tolerance Of not more than 2 Inches. Intermix the
sizes of rlp,ap material to provide uniform gradation between Small and
large material. Prevent damage to pipe. Repair damage to the pipe at
no cost to the Owner.
f5150
3
HYDRANT LATERAL PIPING AND BRANCH TEE
Six-inch, conforming to Section DUCTILE IRON PIPE AND CAST IRON
FITTINGS, Distance shall be as shown on the Drawings.
HYDRANT GATE VALVE AND VALVE BOX
Six-inch, conforming to Section VALVES, VALVE BOXES, AND VALVE
CHAMBERS.
BASF BLOCK
Solid Pr- set concrete pier block having nominal dimensions shown,
GRAVEL FCR DRAINAGE
Gashed 1-1 /2-inch drainage gravel free of organic Tatter, sand, loam,
Clay, and other small particles that will tend to restrict water flow
through the gravel.
PIPRAP
Hard and durable quarry stone with less then 35 percent wear when
tested for resistance to abrasion in conformance to ASTM C 535. Bulk
density shs:l be not less than 160 pounds Per dry Cubic foot. The
least dimension of any one piece shall be not less than 113 the
greatest dimension. A minimum of So percent of the volume shall be in
pieces ranging in size from 1/2 cubic foot to 1 cubic toot. Smaller
pieces will be allowed only to fll. in the voids in the larger stone.
Submit samples of the stone proposed for apiroval prior to delivery to
the jobslte.
CONCRETE FOR THRUST BLOCKING
A mix not leaner than 1 part cement, 2-1/2 parts sand, 5 parts coarse
aggregate, and just enough water to make a workable mix. Engineer
shall approve quality of materials prior to their use,
SHACKLE HUDS
Thr rods wit1h
0,000 PSI
imate
e Duc-Lugs As manufacturedh diameter by a
the stellar Corporation, Columbus,strength
and
or equal,
GUARD POSTS
Nine-Sncn round relnforCed concrete 6 feet 0 inch long, equal to Penton
Concrete Products. Paint with two Coats preservative paint No. 63-114,
international yellow,
1515 )
7
15150 FIRE HYDRANT ASSEMBLIES
A, SCOPE
This section covers the work necessary for furnishing and installing
the fire hydrant assemblies, Complete.
Surface restoration required due to construction of the fire hydrant
assemblies shall be Included in Section SJRFACE RESTORATION.
Fire nydrant assembly details shall be as shown at the end of this
section,
Fire hydrant assemblies shall be set at /arying depths equal to the
depth of the maSr.11ne pipe and at varying distances from the mainline
pipe as Shown on the Drawings.
Fire hydrant assemblies shall have the type Of location in Cut or on
fill. the type is indicated or, the Drawinqs and shown on the detail At
the end or this section.
The fire hydrant location may vary from the stationing shown on the
Drawings. The exact location will be determined in the field by the
Engineer . Trio Contractor Shall Slope the pipeline to the low or high
point and locate tnOSe fire hydrants at that point. No extra payment
Shall be made for relocating the hydrants from the stationing shown On
the Drawings.
B. MATERIALS
FIRE HYDPANTS
Nominal S-incn main valve opening with 6-inch bottom connection. Equip
with two 2-1/2-inch hose nozzles and one 4-inCh pumper nozzle with the
new Seattle pattern 6 threads Per inch, 60-degree V. threSdf,
O.D. thread 4.875 inches and root diameter 4.6263 inches. Operating
nut Shall be S-1/4-inch Pentagon nut. The main valve Shall be equipped
with 0-ring seals and shall open when turned to the left or
countercloc Kwlse, The inlet connection Shall be eebhanical 10int,
Hydrants Shall Oe Corey Type (opening with pressure) conforming to
AwwA C502. Hydrants Shall be of Traffic Type and provisions Shall he
made for drainage of barrel to protect units fror freezing. Hydrants
Shall be painted with two coats of Paint, Preservative paint
No, 43.114, international yellow. Hydrant$ snail be 104A F-5110,
Pacific States Cast Iron PIP& Co. Model 2, or approved equal.
15150
1
Prior to connecting new copper tubing to existing copper tubing or
meter stop, flush ne• copper tubing by fully opening corporation
stop and allowing water to run for 2 minutes.
Close corporation stop and meter stop, connect new copper tubing to
existing copper tubing or to meter stop, as applicable. Open
corporation stop and 4110w to Stand for a minimum of 30 minutes
retention period. Open meter stop.
D. PAYMENT
SERVICE CONNECTION TRANSFERS
Payment for service connection transfers will be made at tpe unit price
stated in the Contractor's Proposal. Payment shall constitute full
compensation for all woTK required for each service connection
transfer# complete*
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_INDEX TO DRAWINGS •~°`'DP CITY OF RENTON, WASHINGTON
TITLE
PLANS FOR THE CONSTRUCTIONS OF THE
— TALBOT HILL PIPELINES _
elGma{r YY LOUi1pNfW LI.IFILO AN•Ev�A•IONF
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,..STATION - e
LOCATION MAP
GENERAL NOTES
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1 -EYYTaK 4E SNDwN 1R LION}1M H16Nft N[1V NPEialID EDGEOFCONCRFTE CUM R: STATION
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FILE n. PLANPLANrN FlprMf YYan AlN wwtNeEw OMtlYuew
, PROFILE SI ANCF IIRY OIETgTKYI DOES Npt NMrT riV1Yn sC4F6
MW "HYI Yfp FipllE ST.TgNWO
VICINITY MAP +a RWFLM aRAtwln awuLK ND PLATER TXAYIFfa
Ay, NTS 6R.DIERFS gNORN N 1 F 1F D4 TNF PRpyf p RAY a«p
T_y PROfILF SH[[n ME FM DUDNCE pNr i.yyLl K INS
co«racTDln R{adorLm ro FsnN'Ml FWnINf ED W•599
ney
C I.1;1`i DP_ cm p RENTDN VICINITY IIIII LOCATION MAP. T��w.N This drawing has been reduced 50% - waYNNptoN
'�'--•'(T QIIIII scale accordingly LEGEND,A8BREYIA7iCN5. M1DEk TO
u:n .evlsl011 o r:D trwr Nnt FNlw�s DRAWINGS. AND GENERAL NOTES "'" '••`TALBOTL ILA TNRLW!
DRAWINGS
WIPE CONNECTIONS
THEPMITE WELD
The electrical Connection Of the wires to steel, 4uctile iron, and
cast iro ?metal Dip@ shall be by the thermits weld method. Before the
connection is made, the DSDe shall be Cleaned to bare by
making a 2-InCM by 2'inch window 1n the coating sur and [h After en lthe
OC
grinding [h• piDe to Droduce a bright metal surface.
connectiomasticads, ItthermiteSnall e weld tcap ed Wapplied as Shown h a coat of lona the
ied
Drawings. Any dand a to tn@ pipe lining snail be repaired according
to the Pipe lining aPDlleator's recommendations.
CONCRETE
OUhtld tlaC stations shall COntorm t0 the
Concrete used for flush m
requirements tar concrete in Section DUCTILE IPON PIPE ANn CAST IRON
PIYTINCS.
D. PAYMENT
Pipelineeand thedOXpens@ shalli b@s included In Other to Part of the o seetlons00fOthlhf
work, as applicable.
ions will be
thise@@CtiontotnthliSPecitiC@Llon{ng and iat the ng Tunit[price stated in
dthendlr
Proposal.
16640
4
o
i
The Contractor shall examine all Drawings and coordinate his work so of
to avoid conflicts, errors, delays, and unnecessary InterferenCe with
the Construction of the facilities and to avoid duPliCstiOn ^t the work
such as excavation, tilling, etc. In the event of any conflicts in the
Specifications, the Engineer shall be Consulted.
TEST STATION INSTALLATION
Cathodic protection test stations of the types indicated $Mall be
any testa station!ied shall have prlorthe Approval s Of trioanges in Engineer.
location Of
Engineer.
The wire& from the test stations shall be buried a minimum of 24 inches
below finished grade and shall be attached to the indicated pipe as
specified under WIRE CONNECTIONS, this section. Terminals shall be
spti-s030![td before bolting to Studs on each side of the Coupling.
Test wire{ with less than 24 inches of ground cover Shell be installed
in rigid conduit.
Wi,e connections to test station terminals shall be with crimp-on Spade
jug trminalslid wire
colore
ecode as,Specified Under o AATERIALS,s this c seCtiOM,W ire type and
except Shall be
ch test station installed under this Contract,
maintained throughout ea
Identity each wire At Lest Station and engrave test station number and
type inside the test station Cover.
PIPE JOINT BONDING
DUCTILE IRON
To form an electr1Ca11Y continuous Pipeline, all joints snail be
bonded 8f {Korn On the Drawings, except joints Specified to be
ing
welded Or insulated. Electrical conntetlpn Of the joint all be
wire to steel, east !ton, and ductile iron pipe joints small b! as
specified under WIRE CONNECTIONS, this sectlOM, Joint bonds shall
be iB�lneh longr No. 2 AWG Copper wire with formed copper sleeves at
each end. Sleeves shall be those sDeeilled under NASA:AlALS, tnif
section, and shall be attached with a hammer die of recommended by
the welder manufacturer.
INS"LATER JOINTS
Insulated joints shall be installed as shown on the Drawings.
The Contractor shell provide a Tinker and PaSOr insulation tester,
Model "1T", and test each insulated joint in the presence Of the
Engineer for electrical insulation. Detective iMfUlating joints Shall
be ior detal Cost to
ective Ins
DY the ulation no replaced.
Owner- All
damaged
16640
t
i
2. Foreign PIPPlines - blue
THERMITE oELD MATERIALS
STEEL AND DUCTILE IRON PIPE
Wire Pipe "Thermoweld" "Cadweld" Cart-
Size• Size welder Sleeve Welder Sleeve ridge
..... .... ...... ...... ...... ------ .....
No. 12 >4" M-100 A200 CAHAA-1G CAB-133-IH 15 grams
No. 8 >4" M-100 -- CAHAA-1G •- 15 grams
NO. 2 >10" -- -- CAFSA-IV CAS-09-F 25 grams
6" to 8" -- -- CAFSA-IVB CAS-09-F 25 grams
4• -- -- CAFSA-1VA CAS-09-F 25 grams
•Welders and sleeves given are for stranded AWG wire.
Thermite weld materials are available as specified from Erico
Products, Inc. (Cadweld), Cleveland, OHF Continental Industries,
Inc. (Thermoweld) , Tulsa, OK; or equal.
THERMITE WELD CAPS
Thermite weld caps shall be those available from Royston Laboratories,
Inc. , Pittsburgh, PAI Phillips Petroleums or equal.
MASTIC CUATINGS
Mastic coatings shall be TC MaStIC (BruSh Applied) as manufactured by
Tapecost Company, Evanston, ILI Bitomastic No. 505 as manufactured by
Koppers Company, Pittsburgh, PAY or equal.
C. WORKMANSHIP
GENERAL
The installation of the facilities herein specified and described shall
cantoIm to the Drawings. Ins workmanship Shall be Of the highest grade
and shall be in strict accordance with raterials manufacturer's
instructions. Equipment or materials damaged in shipment or in cne
course of installation shall be replaced. The Drawings indicate the
extent and general arrangement of associated items, if departures from
the Drawings are deemed necessary OY the Contractor, details of such
departures and the rOASOna therefor shall be submitted to the Engineer
for approval as soon as practical, but not later than 30 days before
installation.
16640
2
Y�l;i
16640 CATHODIC PROTECTION
..... ........ ..........
A. SCOPE
This section covers the worK neeessar7 to furnlsh and Install,
complete, a Cathodic protection system.
B. MATERIALS
a MATERIAL SUPPLIERS
Alternate suppliers will be considered, subject to approval of the
Engineer. Address given is that of the general officest contact these
offices for information regarding the location of their representative
nearest the project site.
Corrosion Control Products Co. , Carson, CA
I'arwest Corrosion Control, Gardena, CA
General Corrosion services, Tulsa, OK
Matcor, Inc., Doylestown, PA
Phillips Engineering Co., Clearwater, FL
Reeves and Co. , Salt LeKe City, UT
Stuart Steel Corp,, South Bound Brook, NJ
Wayne Broyles Engineering Corp. , Houston, T%
CATHODIC PROTECTION TEST STATION
FLUSH-MOUNTED
Test station shall oe flush-to-grcund mounted and suitable for heavy
traffic bearing loads. The test station shall ce supplied,
complete, with a five-terminal block, loCkln7 lid, and noncorrodinq
body. Terminal studs and nuts shall be niCKel-plated brass. Test
station shall be a total of 24 Inches long.
WIRE
No. 2 AWG wire for joint bonding, and No. 8 AWG and No. 12 AWG wire for
test station leads shall be single-conductor, stranded copper with
600-volt T« insulation.
Insulation color shall indicate the function of each test station wire
and shall be as follow'st
1 . Pipeline test wires - white or black, as shown
16640
1
TRACY J OWEN,Dist,No.1 King County Council
SCOTT BLAIR,Dist,No 2 Paw Barden,Chairman
BILL REAMS,Dist.No 3 Mary Matilda Jones.Council Aomiru87(4tvl
LOIS NORTH,Dist.No.4
RUBY CHOW.Dist.NO.B Gerald A.Peterson,Deputy Council Admrmstratrt
BRUCE LAING.Dist.No,B Room 402.King County Courthouse
PAUL BARDEN.Dist,No.7 Seattle,Washington 96104
BOB GREWE.Dist,No 8 12061 y14.7445
GARY GRANT Diet-No.9
1
t� November 9, 1981
Mr. Ronald L. Olsen
!,ad Fngineerinq Specialist
public Works Departments
City of Renton
Municipal Building
200 Mill Avenue South
Renton, WA 98055
Dear Mr. Olsen:
The King County Council in regular session on November 9, 1981,
passed Motion No. 5360 , authorizing the County Executive to enter
into a contract with the City of Renton for a franchise to lay
down, construct, maintain and operate a water system.
rt will be necessary for an official of the City of Renton to
come into this cftice and sign the copies Of the franchise
indicating the acceptance of the terms of the franchise before
December 9, 1981.
Very truly yours,
')r" &.
Dorothy M. Owens
Deputy Clerk
/jk
cc: Real Property
i
Li
CITY OF RENTON, 'dA.SHIiIGTON
ORDINANCE NO. xr 1_
AN ORDINANCE OF THE CITY OF RENTON. WASHINGTON
PROVIDING FOR APPROPRIATION AND TRAVSFF.R OF FUNDS
WHEREAS the City of Renton. Washington, has heretofore
received unanticipated revenues in excess of estimated revenues
for the calendar vear 1981, and
UVEREAS it is necessarv•and ,advisable to appropriate
and transfer such funds into the belowmentioned funds and such
appropriation being necessary and in the public interest and for
the public benefit, NOW THEZCFORC
THE CITY COUNCIL OF TEE CITY OF RENTON, WASHINCTON, DO
ORDAIN AS FOLLOWS:
SECTION I ; The Director of Finance is hereby au•horized
and directed to provide for the following appropriation and transfer
FROtt: Y�antici ate J Revenue $39,100.00
( ateco rs eesJ
UNTO: Water System Improvements/Hoy, taI
a/c 401/000/15. 534 32.65(20) 39,100.00
U.;TO: Sanitary Sewer Pehabilitation
a/c 401%000/15. 534, 32.65(19) 50,000.00
SECTION IT: This Ordinance shall be effective upon its
paasage, approval and five days after its publication.
PASSED BY THE CITY COUNCIL this 14 day of December, 1981.
e ores 4a tv e—r7.—
APPROVEC BY THE [1AYOp. this 14th day of December, 1981
-{aorhb bra D!Z inpo L. — .avor
Approved as to form:
Lawrence .1. "kairer� . _
Llty A.ttornev
Date of Publication: December 18. 081
RENTON
CONSTRUCTION
COMPANY, INC. t, tr 15, 1QS1
Clty o; Re.Aton
"tillty un-Sneering Department
Ronton City ilnll
200 Sall ltreat fix,
Renton, WA 9An55
Attentions Ron 01oen
„t.
On:alemeru
We are requestint; ar, extension of the T7l ,sot :ill Pipeline
pro3ect deadline. Adverse weather conditions, chang: orders
and a new design created delays beyond a.r control. We
p believe the project will ';)e comrlete 30, 1981.
;ncere.y your¢, z4~
Bruce 1. would
101o1 Rustic; Road South / Semite,Wasnington )8178 1 Phone 772.2085
OF RFti
i
U i PUBLIC WORKS DEPARTMENT
_ UESIGNiuTiL-iiv ENGINEERING • 235 2631
MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON.WASH-9s066
94 0
O ,d P,
9irfn SEv�EW
BARBARA Y. SHINPOCH August 11. 1981 .a
a MAYOR
King County
Real Property Division
500 A King County Administration Building
500 Fifth Avenue
Seattle WA 98104
Attention: Chris Loutsls
Subject: Franchise for new 16" D.I. Watery in which will replace
existing 20" steel main which was installed in 1909.
Dear Chris:
The City would like to apply for a franchise for the aforementioned water-
main in Talbot Road South (Springbrook Road) from South 192nd Street to
the south approximately 700 Lineal feet. The $200 check for this franchise
request will be forth coming shortly.
Attached here with is a map showing the arse where the existing Sine is
located as well as the proposed main lo.. .tlon.
Your expeditious handling of the construction permit would be greatfully
appreciated.
Very truly yours,
Ronald L. Olsen
Lead Engineering Specialist
:ckd
Attachment
I N T E R O F F I C E C O N R E S P O N D E N C 8
pat..: August 24, 1981
TO: Finance Department
a
rAOMr Ron Olsen, Utilities Engineering
SUDJZ=s Warrant
Please issue a warrant in favor of King County in the amount of $200.00
for a fee for a water main franchise.
This franchise will cover the installation of the 16" water main from
S. 192nd St. to the entrance of Springbrook Springs Reservoir site in
Talbot Rd.
This should be drawn from account 415/000/15.534.30.65(20)— a w0,
/V(0
C4ARTST' 11S, IAII13 OF 1e55
C)rr 0.7
,, c�:r:r:ctiltow
r. ll:a i.'.'^fs.,rX.:,n t;i i C,,:r.. 1uv 4 :wI"7MY•^•':r
MpAfAL O 4" .W aH O w .,4T.UUl %M Y 4 AM
0eYMTa11 A6*e i yn r..Rr 1✓ 111ABO 4 N$ *061 IM
AIN110Mee b.f11 11e.1eL11M p ue sAleA
ZTI—
I N T E R O p p I g C o R R E g p o N D E N C E
Date September J, l.981
TO: FINANCE DF.PAR MENT. Attn: Clorta
FROM: Ron Olsen, Utilities Engineering
SUBJECT: Treasurer's Check for Payment to King County
Water Main Franchise
Please issue a Treasurer's Check in the amount of $200 for franchise
fee for a water main franchise.
lasue check to:
King County
Real Property Division
500 A King County Admin. Bldg.
500 4th Avenue
Seattle, WA 98104
This franchise will cover the installation of the 16" water main from
S. 192nd St. to the entrance of Springbrook Springs Reservoir site in
Talbot Rd.
This $200 check will be reimbursed from account 415/000/15.534.30.65(20)
Springbrook Reservoir fund.
Thank you.
CITY OF
NN�CIC•:r: n
+lNYI npsOAIWMQ
a14/.rIM�y':(A.I•tirD�Y'»`Y'O 1M'f'V A:r�
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KING COUNTY PROPERTY DIVISION
RIGHT OF WAY CONSTRUCTION ft#W r
PERMIT NO W-311-81 JOB NO ._.. ._.. .. _.. . . NIROqDMon MAl 0"080*WW
Nor RaewrwA
FRANCHISE NO. Pending KROLL PAGE NO. , -608 0
DATE 9j1j81 SECTION 6 TWIN -2_..__RANCIE__.5 ❑ Rolepe[k'saF llnlesy
APPLICANT City of Renton _...._._..�....._.._..__...._. PHONE NO ._.__...__...-_...__�...,_...__
ADDRESS 200 Mill Street South- �_,_�__,__ _ — ULID NO.
Renton, Washington 98095
� BONA AMOUNT
Job ONeAillon:
Install approximately 800 feet of 16 inch water main on Talbot Road
beginning at 8 E 192od Street and Continue south and southeasterly
CROSSIUG TO BF, BORED.
u
PLEASE CALL THE DISTRICT BEFORE STARTING WORK AT 244-0770 or 883-7550.
THIS PERMIT IS ISSUED SURTECf TO THE. APPROVAL OF THE FRANCHISE BY THE
KINC, ..,ttRTfY CO[MCI L, ti
'*AN WONT main extensions must hero approval from the Fire Marshall.
THIS PERMIT IS FOR KING COUNTY RIGHT OF WAY ONLY.{Give distance by street or road with an On.From,and To descrlptlon.l
.p 10w Wn:/.,,— 11;n/pp•n'•a M.m.,,L:• '"M.Ell n.r,
ALL UNDEROROUHO UTILITY LINES TO HAVE A MINIMUM W'COVER
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Road Adminifhb;nn Board
AN W W b ba dons;n nnlam;ry wnF/aMNpn/antl•MV'dm{Ma d drdlNMfl r 700,1710 L 11)1.Web unWl In••.w:m;I MNI papin pnx: 6�
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SERVICE coivwECr/Oni ' " W-599
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CRY OF aall,(f11 TZ
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CARR ROAD PIFELtNE
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CH2M
=SHILL
engineers
planners
economists
se Ventists
March 23, 1981
513631.A2
Mr. Ron Olson
City of Renton
Municipal Building
200 Mill Avenue South
Renton, Washington 98055
Dear Ron:
This letter expresses our general understanding of our re-
sponsibilities during the construction phase of the Talbot Hi" I
(350 foot zone) p 'gyp station and pipeline improvements. Des-`-
cally, Cii:M KILL a 11 provide "Services During Construction" t
as defined in our existing engineering agreement for bosh
1
the "Pump Station" and "Pipelines" projects, but will orov;de
"Inspection" services for the "Pump Station" on;y. City cc.ton service ervic(
specifically Mr. Bill Kullberg, will provide inspe
for the pipelines.
Our project manager for Services During Construction c' both
projects and inspector for the pump station will be c Joe 6a1'.ei.
Joe his 10 years of experience in the design and construction
sign and field
of water system facilities and has de c<:peri'nc'
on past City of Renton projects with which you are fsmi_
The budgets we propose are as follows:
SDC, Pump Station $13,000
SDC, Pipelines ; 10,000
Inspection, Pump Station $21.,000
The above budgets are based on work performed during 1981, c
6-month construction time for the pump station, and a 6-r:ont[,
,•atriction time for the pipelines. Both Renton Construoticr:
:M Ventures have inuicated they plan shor+:er conecrucc,.o
t,�rivus. This would result in reduced engineering service.;
costs. Our basis of compensation will be salat^ coat
a multiplier plus expenses, according to the cor(.i-:ions 0':
our existing agreement dated March 3, 1580.
aur"a+ec.
1W)114th Aw.nu"S r .14v1irvu.Wa.hu.quM'NYYM ll i.
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s"tft Deft `l
ourml o ommerce "
tEfumL.n.a 1e63r
33 4,'01.0Ya3A ST. T304--131,32721 8EA1 ME. WASH. W104
City of Renton � J
Office of City Clerk
Municipal Building
200 Mill Avenue South F 1/
Renton, Ids. 98055
Notice of Bid Call 6F21-B p1
Talbot H111 Pipelines
i1PYylll
56 lines @ 90C per line 50.40
5fi lines @ 80C per line 44.RO $95.20
Published February F, 13, 1981
CHARTER 116. LAWS Or 1965
CITY OF RENTON CERTIFICATION
I iML UNDL..Ifli[6 DO ML1lfY ct"", JllFlf
f 9Ne1YfNIfNL 10A
;MYf IL IS A $U ?,0lfCf�flO MI IIL IF..NY TISM
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3.16 BURNETT .d
RENTON WA.98MS
PRONE E12i66a
U 1Jf c1 C, a F,
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There is a t per cent interest per month the ged on past due accounts.
Date Description Charges 1,,41 Credits Balance
Balance Forward
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EXHIBIT B
PERMANENT UTILITY EASEMENT DESCRIPTION
feet in width, said strip being situated "
A strip of land thirty (30) Section 31, Township 23 North, Range 5
in the Northwest Quarter
of
Washington. more particularly described as
East, W.M., King y.
follows:
t of
Beginning at the southwest
wecozdsd as described
rofzSurvey nf aiKinBc County,nWashington;
in Book 15, Page 268, �anteri right-of-++ay _
said point being at the intersection of the .1 htl-of-way line of :>
line of State Road No. 167, and the north i�ht-of line of � . y.
South 43rd Street; thence along the north.: 7
South 43rd Street South B7°28'43o1nt East
on3the0easierlyh right-of-way
B7°28'43" West 315.1 feet to a p
line of State Road No. 167; thence South 11°56'03" East 30.9 feet <,
more or less to the Point of Beginning.
i µ .
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' '4- `: •1 .�. r .i.. � Y .a .. 3}i f ,P'.fie. .1` r.._;Arse
March 31, 1981 •
City of Renton
Water Department
Penton, Washington 98055
Attn: Mr. Ron Olsen
Re: Easement for Water Pipelines
Dear Mr. Olsen:
At their meeting of March 19, 1981, the Board of Commissioners of the
Hospital District, approved an easement to the City of Renton for
installation of underground water pipelines on hospital property.
Enclosed is a signed copy of that easement.
Sincerely,
Marge Tate
Administrative Assistant
/mt
Enclosure
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E,4SEME/1� LOIAT/ON
4
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ter
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FS59.4979 ,r,
272.481g tt, S.8e8g ter
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'681.8336 kkt
3.0000 rtw P.573S wt4
4P85.°639 t,t 15.5636
R3TS.1991 kkr
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L171e tr. 6.Pgge
-5,5980 *to 3235.3460
8681,3106
4,00e0 tot 3328.207P
337.5:9.' 4t4 8556,.SI78 2
8413,5888 ter 276.9252 Y
219.2146 R
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4 60
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31FR.5611 ..,
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He!.7110
UTILITY DIST__6L� ��/r �/._�._— ►
PROJECT_7,&4 ApL_._11i L G PLl9F /tYE_ ._. .__•._
CONTRACT k
LOCAT TON/D[V!S TON__ujp`
255- 255F
call 244_ 7 n
070 Before starting work. sign; and traffic control
will Fe in accordance with King County traffic control devices
for streets and highways. No open ditches or excavations at night
or on weekends. All unsuitable material to be hauled out, replaced
with granular free .draining material, compacted in 1' lifts, or
water settled as determined by the County Engineer. All streets r
within County Right-of-Way will be kept dust free, either by ?
brooming or washing during excavation. All black. top or light
bituminous roads within County Right--of-Way that are scored during
excavation will receive upon backfilling a temporaty patch of
cold-mix asphalt. Entire restoration will be sub]ect to approval
of County Engineer, d .J ,
wgTER Utility to be installed per King County approved plan and specs.
Monuments and T's to be furnished/installed by Utility - Monument
"Tie-In"to be sent to Room 900, King County Administration euildinj,
in care of Platting Engineer. „� ; i nr�"s
x
R E M A R K S
All streets within King County Right-of-Way that are scored or w °}
dammed, durininstallation and construction, will be restored
with A.C. Patch and overlay,
_`- - y, and or full width A.C. length x widthto be determined by king County.
All drainage that is disturbed, destroyed during construction, to
reelac_d to original condition, or to County standards, immediately
or
,w lour
DIRECTIONS REGARDING PERMITS
Note. Right M way Mall mean any Suem,avenue,Xi y.Road W lane
Public Place Shall mean any Bridge,Treads.Vtmsrl.Property,StnxYure:x sil Plare
Appl"IIIs for pefmds to OccrupyraaurrtY Woo"with ulrl2rea,Or n 's M granted l;vr rr.aa/phis who are planning corurru ctrm words uW,,alOo,.ore,,undelWadpaa Mry
WillinglyNm idway or pudic plat to Nay County mart trio an appacNroo wrtn Ihe Real Anlsrty Dhrlston,kxp County Ab+lwmrNgn Bulging,5raltrn.Waohrpron 96104.
The apdrrllgn all his aECdwtMnMO by drawltpa(in tndlCalei dawn to wwbng YAfyl.commonly so to f fig feel Per inch II Shall describe the nature of the work,and
Snow iha location of sams on a map,giving Mmae,,o1 offmbere and width of roads and mreefs.It mum Shp Some gcetror.M.0 win rNeary a to Platted wO WASkel ,add
sectron,EnvxoneMaalt ePoky Aracntg lMe.da+lay. afwwthaka.Nlmry wWfrelate IoeSrohng M2M lacnnreawnS,il maYOe affeclad Pevdrwdthe applcAlrpnmustcOMortnfotr+e County
1]0p1.
Apol"bon Shall specify the type Mronalnuctmn mdNaa by supontgng plans`Mach afro.fhe rdasa M mNeralland upulpmal 10 per used.NI such material adaWvpment Shea
per d this nr9nHat Ouabty The man/IM Of Shall
be&VtIOn,tilling ghr C0 ngY mstal:Nrgn,Hrattgn fi temporary ahuctW as,l eKrO tam outs.road obelruCYrpn and pernudea.shml
coMorm with county ftaftdarrs ant snail be aWrrxyed try the Cpunh Ergrnme in advarcw of wtYk
9gm Nat bertS;adele.ant bathe contfa-n the incmg,ol any wrxk Shan f,groom with pdo if n,of-part VI Manual of Unrfon'Tfada Control Devices for Shahs and hgnways.'
amweIrrowixYww>dglr!for Cruarl fo bathe County Engineer,allnd medirectfor Of or,,in Wrnvdyedm Wmmrmarirg.YdpNmnmrutbepsdromeGounrytry!ne
appla:anl Tirade mrzu118 slow cherges fW exNngaltm,maprenon end subervisgn M wolf n prapreab by halo penofmal.
All de -W hom the Woviosed den,ueaulhrp rn wholly uxnmomy known as 1ha'as BuaCipgtpnm allowt to advance apprdvN bathe Fo rroer Chaypa olds mustsnow
'AS IMeI'position lrlatwe to grade line ant CentNarre of right of wey and any MnM rnNNlaftW g this rent M way.
1� 1�
PERMIT-Terms and Conditions
1. rhoWayffive acixCesaore am asill-a givenalb Wantedth,whl am&auth«+h to miler upon mergnl Mway or WbM1c Wale for the purpose Of MnMmirp lM wok
dwraged in this Perms and ai%xoyed M the County Efgrrteef or he agent.
z. 30we arty wok COmmenCCa the one must be mapirl by a court}/repf4eentatrve and 3WIfy9d by tit County EWfh~who sis,-1:o:
a bnatgn IS Mode M opao.. M me mslNled fa eN
b (apt Of bprwL'UCIwx1 I Manner of marntena,..'a OI installed f..Id,
[. mNNbh and aaurpeenl to be rnftallea g Method of salaguard,w Gubne haKm truth durug worfnt9 ripple
d. mMrfer[I eeeppn d COnmrp(.trdn and dump rgn`wMkrrrg hours will the pOpCl n un46r
COnatNCtgn
3. alter the installation,Operatgn.maiMenanGH,d remPwal of a uhNh of fa6111y the Wenlee shall feature ah right$of way and but C placed t0 the Co MLhOn witch is
e0uwalent in all nespeda W they condrif!he,•wvra m before Stating work AN work to meat the a,proyal 0 Ina County Rued Enprn ter
4. In tneevent that any damaged arty fund orcauaNlby thagrantae m discourse of Mdgmup wakautMnzedpytdspalm(t,glywin repair wd Wmapetl dae019oom NN
Wolof Repaywinkshahbegtnwith idelaya rc tinuewmtaninterruptronuntilwmoWod KOama9e:seMnaiwlM rime a6owedtW rapaa wiabeprwnuipedly
ere County En.fraer Snd/or his agent
5. Tha County EnWrroer,n+s agents orrepr0senlatwea may a+emylmte,do,rxdlo.navadone arryanpalrwodcnrw0erednecasaerylnrrstde geaale0onditmnanysrea
liver by tbe WaMx in a condition dangerous to rite or property and upon demand the WaMee shall pay 10 the wunry all toms M'such work mates.NC.
6. vow tic comfy deems'Iad"lil Ic rh,ngh!hyi alignment or grade of anyrph!of wa""Publk:psce orabuteure of w'demrg.Wad.n9.+Slegfog,fimfmg m0Im"ny.
a6Nap p iargloog Same.the grantee abbe wnden not"b/me County EnWileer nrerepreaemativealxagNriswlllat nieJWll W:e GOm andezperMe.nrae.buret,rt1pM.
chMge nr mrpnNruct suLn mete+latipns to ronlam with ply plena W wMlt COnrenoleted w atlMed by the county N:Arl toe tad 9CneduNCOnINneO in pV women
not Ss
1 penances up to(me Thousand ISt.0001 dollars per day maybe imposed by the County Erginsef if the Wanda delays rdOCabOn of tehulmea WhYy d the time funds
o•escrrbed by the County Tiger County raaervn the rght to~. its own agents or reormsennhves 10 ac'COtnplwh the drained change.and z::wf s of relOCNrrm d
remove.Shall be barns by the Wadae.
9 all rnarges,rapeletrvdion Wrebgairm byfha Wargee sna!1t>F done�nauCh manner as will r;au•+thakaat inteflerencewrtnanydinOCounhawoM1.ir,.yramea
Shall have seventykatIll nogswneten not"byttieCWmty Engmeer of hisreeeaentahvea oragH :Manyblasbrgcontgttous tot"WameacpatmdrgMsmwdN
mat he may prol M mtNeah.
9. Tfrol of WlwiYpamyllyld be deemed orcdslrueito been exogarye franchSal.If dyes not Wohot the County from Wanbrlp Mnar Pmrmifd dtram:hraerpM,s of like
hatoreto oche prNkcorpmate uNnles.nm Shall tt pavan•the Cdaylry hen uarg any 012e roads,straight,public plaxi to.anyand all pudic use.or aKecl lKlwaMctaat
aver M a any bed of ttlam.
10 All the prowsaat&rbealkega.rNWaemHMs and fegWaf.herain u: Iafel Shea be brnd'ap opium the wtlQLeMs and aseigns of the grandee and all pnvdegas M the
WaMae shell 0a Will to such wcrossom ago Sari as+f they were sdecgk:aly mentioned
1 t. This Co tv EngW may re .amwl a lemmings the permit low arty M the hdlowrrvl red&lm.
L Ora (14e If Comply win any M as of 20 protrusions.requxemema d reguaasna as neren sal fern.
b. Gram"wduay neWecns,ray to heed,W comply w1m odtka6 9.him.
c No consltpctmrl rS performed within the 140 N the peymn
d Facitme l lye our iomaead.opertted,W outmanned in confo+mM widi fandtfos harem Sat fWh.
I , (✓antne try e.coollfydim Hermit Writes bObtanlnMlmpbanbonn,SO.slit,drlWI,ynI,m, fdm9la;:V andrunmmstatus wttmnrnNeH+l+•MSMbM.tamrpWd.
Flints property panes mf fhfllg,or,n popmdy to the night p1 way sliall be nOtAwd when Sucb ffroperty'.a exposed to the possibility a fogy or dafnaW dimugn
pebrmsl M Ida Won rcn The granter,shell make all edvance an,atgernal rrorwaeary to f.rousc,xuch woPerlY and/or urby from usury,d damagw.
13 This lsauence of this Moll to Ins Walther dill hilt in MY way YNMva dM WanteC M fury ORaa ApplrCaDM hw m performing Ina wMh Wbyct to tMa Weread
14 The County Engines mayetanynmecnarcJa.amend,lnwmvamplNratermmate goy of mecedKaxn hrernenumeraterd.wasmconform roanvarlpbcedektpN.SO
Y feMrat taw W lall"I'l n penamm7+O helhhTy r9pvrahnn tin prryfe'A^n M the rnvVrynmgo2,rw the uldnr hrelMr farn!fy,and wNtee m p^4eonly fill M may
hereinafter ben maned adios l.. .--.. ..,I ' ..::. r i,... :. „r'.•..,.• :.r.n n r
KING COUNTY PROPERTY DIVISION
RIGHT OF WAY CONSTRUCTION PERMIT
PERMIT NO __ 1 ENMNtONNENTAL-- - JOB NO Requtrou AaDate Received
hr
FRANCHISE NO. 61 ? KROLL PAGE NO Not R -- -
'� e4uveg
DATE .._ . _�//c 1 '-- ❑ Existing A63esbrnenf
.—.SECTION: :_. . TWP...__ _ RANGE_. 0 Repiacement
G Categorically Exempt
APPLICANT: itro of 48Ptgryr. --_
ADDRESS. -' r--klv'e!it 7li_ 'FtjT'. _PHONE NO.-_
.__—_
_SOND AMOUNT kl;
Install approx1rate1y 4745 feet of lee}, 16 inch water main ruN
the following; a
3 I
6 46th Avenue south from south 177th Street to r
a" Road
Corr Road fratR 49th Awrnuro ,"South to Talbott Read South
Talbott_ Road South from 4outb /60th Street to South 177th 3trfeet
South 177th Street from Talbott Poad south to jXaaee lfautat QfHt`t Avenue "<3:,t1-f
SEE 4TTACHpD 9RLR'1'
�R iris
S
I
3
CAM WOW mein exterlalona mutt have apprOV&1 from Me Fire Marshall.
THf3 PE m
RMIT IS FOR KING COUNTY RIGHT OF WAY ONLY. (Give distance by street or road with an On,Fro ,and To description.)
ePnrn in a.eorv.udeo fr. .e as+n•u rY•Re x../co.,. A-.F�...rrr
ALL UNDERGROUND UTILITY LINES TO HAVE A MINIMUM 30"COVER -s
Rd➢d Adm n1Ate!.on 80.1 d comPW w,tn wo•u,one,cwprlpne Alit ledUxenrorq➢cantMnW M are.91"00•de W GOOd PrertrCp Iw(.'puMy R{yd pyylpNed yry(,•pymY
All wog to "he'
In ronb•mrly witn cond�bone➢nd ledlu•eme a nl 0ed with 1)CS A10 8 he 1 Woht,rh under IMe Permd snail WVm wdnm _
Wye.,Mitn Ih1 pelploner eVrey ro Prpeepule with all dllgente and eart, i 1
WY99!rIN,beVanCeO!OplTli tlle{),antal en➢rl nOf nave,n Onelal:Ln Fai y1MildR e6'IYronerRa9 pmsonetreTponllnet_tffrilel➢➢Il Ara il.Gyae!➢nd lllT nal'�rIW j16 Ka(tne lnd 0l ....
rineN➢I O•eltenlwn pM:ilKpmVq,w16 i11 maW!w➢
Tna unders:gnad,Ma surpaadf end aespna,agrees d pnnretl Ina apwa parmd,ro Comply wrtn IM woxr&nna rAndl:Ons,reguxnrvPpb.,
contmQht and ff madby it aMu!rfiryhancNeeO•enradrneappl,gnl arro JnWlwlwee P•ovuron Sameiareseed Hew11L
rMl mlpnr De agectatl Nuluroru aM recpmmendariou Ire.lin
esOscl erMwollctall progltycOlrrraCu.O!•son9erb ngn!e
HOLD HARMLESS The Pelinglere agree➢rp Oroteor and Gave K'09 CoulNy Is eleciedand XMD MledoN,Crelb andempOyeae wnW K1PpwrLMniMacwe
0l ladrdulhepomp""
omcn,..pjnRom enaagy"it,"
t ell Clyma.tlnmenW,➢nd.auslaMMROn Many hind o.cnaractel,incMd,ng lnecoel of Ter
i Iawr olrhe Pal o.o emolnrees o•thePofm➢l"and mti;"!plrwn.I,nluuea.W➢tn oraamagelowapetly➢oxlip 4m n!'ns Ulamr�e eOH oullp
laauttmg Irwn Ina Ycte or omuamna of Tna Parm,eee endrw Ill pent6,emWoyee➢w reweeanitlnro. eNnuMwmarry rqy
Slgnuule of ApMrcanl
_'.1. -.' ..—.._.
r _ __.. Perme FNa 'Y fi VI,I
Permit blued _ .. .. _ Sr. 'NI1ry1 Ay _...;..._.____
Date _. -_.. Pulml CNeM
TN aPtii"L n nee peen gnntM "+em to IM pored•Wulrpmenis and condglona 1Mreol en�^nM
pl r Gn255 2bJ1 r,.••n atadurg wwK
2 Aq nut WnaM,i maW In W iW1ied M Miwd.•10OPEN CUTS.
9adI1Mn Ibxh Yd!n granular Irae druMrfg matuHls.mecnarvcel c:,mpardNNs In. t APCIY 2'.of cru✓rM eia Tor.*sM regrpW aM1ouNlnm..
(_ 3. One"Y he",al all Irmea Signs end t!aft ct n wlq tre,n aoecrdume w4h Par•s.Murual an Undwm Tlldfn:COnrrnl
[1 a. AslMAll rR pe rUevxroe tw snaNn pM}Hpnwave NRuara cN f'pacN hmnr}vaYYr4,Re^,k1�11ed wdn a' .}�l4:ruenlelroCN.Mmoorary l:ofpipgpalGno/cglymaaePneltpld;mmadipeh.IobereplY.;fd Ms
nw WI(:n a W M➢fad iNp prymmpytN 9e1}IWYlynt ar;d.OflrWarnet n,q.xql n NI d 1[Me In p!(leaned Nd LN IIPINInI II dN,lJrperf.S Pole and OUM amaenm atoll M KxoaLd arM Irutemd in a mannNr'.w!w.il Pr calm m nanard to.anrrly- Pe W strop rrorlrrc:m a•xrr.egn•N rp Mretrurl ells L r;!usn cy
dIlYalgy aPPrAaCMe.
7 9 SCeeNy Af ree"I't arrO 1p !W I!Per oowr ly apwmyn ploys am enaclfN.✓kna.
r ACP➢nlY rnaPlCfOlry,.l the�pf.� ry
M.,x`V nt (c' t Ig48FFr „M1n}a rWdrPNor Iv rrxra d.nNyNnnon apprrr,➢p{e lnm,.e wlo/!/eJ<rwnpm r➢iym/pu/rydlo tyro cw+ry mrNrmfy
AW."M � d (�:y{:Y:arf./2.{.i, '/.'t«C��✓ `t' NL.L
Manager- CoumY EYlwnee.
II,eIM.IMpMYMrnY Ol lrvp yepllcyni ro rr 01.0'J1irdY Ch>t li➢nd Pr,relN pr n
aM lMa aprl'Anl mall mehe NlrbCpyy aY,6nVnmen( igrry tr,rryn f.Ir,fngro.,ry.� ^r:n yrMWrly Ira ilN l•iin}�•y rye Otmaje Mrry.I,ryntne UnAi/rmamx:rr!R!➢twreecwlr
..n'W lMYw W,4NM.
UTILl7Y DAMAGE IS COSTLY, CALL BEFORE YOU DIG.
CALL 1.800-562.6478
b:Nr .,,MOINAL/{,eNapY aLL'NO 1.179 b iK;chLxfNx LytiYWGt rypKl!N Ule rplpr:wnrrl uLAp P:,i
I
STATE OF
wASF(INGTON DEPARTMENT OF TRANSPORTATION
!7Ner JU ,pqy✓wi Ml:-
November 7, 1980
u u
City of Renton
Public Works Department
200 Mill Avenue South
Renton, "ishington 98055 '"
Attention: Ron Olson �
SR 167 CS 1766 � v
o
South 228th Street to Renton
F-167
Renton 1
Permit KENT 4486
Gentlemen:
In response to your request we are enclosing the original and one copy
of the permit.
Please sign in the spaces provided. You are to retain the original
and return the carbon copy.
No work is authorized until this office receives the copy.
Please call us at 764-4247 to arrange a preconstruction conference prior
to "on site" construction.
Very truly yours,
J. D. ZIRKLE, P.E.
District Adipinistrator
EMENOCK, P.E.
D ict UtiiitIes Engineer
7 Perimeter Road South, Suite 201
Seattle, Washington 98108
TCW:ss
Attach.
9/lsi/t t Inrrntlowed by�/���
t S k;p.
2 :;11'1fEd authorizing the County Fxecutive to enter into
y contract with the City of Renton for a franchise to
1 constrct, operate and maintain n water system in Council
district 19
4 -iHFRFAG, the City of F^•*on haz filed an application in accordance with
S R,C•y;, 3(•.Sfi3Oi0 for a franchise to construct, maintain and operate a water
6
system, and
1*1171FAS, the -omprehen:,ive nlan is not apniicable because the franchise is
e
for transmission and r nlu emem IineS, in
i
9 1jffRFAs, the application har• i,cen r"furred to the County Fxecutive for
to investigation of the feasibility rFA-roof; and
11 µQMFAS, the County Executive has recommended approval of the franchise.
12 NOW, T1[ERERML, 111' 1T \1fM:fl by the Cnun:i l of Kinp. Cotmty'
13
The County Executive is hereby authorized to enter into and execute the
U
attached water system franchise contract dated tieptember 10, 1981, in rile urn+er
15
left hand corner, for the City of Renton, which by this reference is incarporat
16 herein as part of the lotion, said franchise is ,granted to the City of Rental
17 for the term of 15 years. said franchise to include all of the general and
i1 special cWitions required by the County.
1f if within thirty (30) days after the granting of this franchise the
20 anplicant shall Have failed to sign the incorporated written acceptance herein,
21 then the herein granted rights aiw nrivileges shall he forfeited and said
22
franchise shall be mill and void.
23 PAs day of
.SEn ihis._���
24 KINC (:C(RTfy f(XWIL
KIPr, Cnffrv, WASHIW7rV
2S
26
27 YOU 4 airman
21
Z!
Sl L�if�erk�Tt � r„uncs`C
32
3S
A Y•
(I
..FN+f.... _
I
i I 1
r.fY+[ .ffr Ff� 1 1V�
lo
fir'
M.w•.wr �.ac he. •
,aS,ITE FLAN
{�1:\I � Leaf yf. �♦ nau� i
fpt lUl `
rfiw«rm I
rtq . � l' ' �, a '�t►�ft' • tom" i�rA� . I �t *,�
f � r
1� It
IW YAnK MIX fXWffIw
T9 I
-� £RSfIRi� �f'j"71RT "Ai c l -� lcm. -
cw-
LF
•�.�-:. + - "'� ;� ,: - �; i'':: ♦ — III
>dwW.s Lsywl l6M1.lry 4GCE19 V"T't.J
4 .. • -a w. M�
-'•. +.j PE R:riT KENT 44A6r"'.� _.�.w..{
w�
r
i& 1 S. The shoulders wMch unto,elteirubed 0111 b,swfAced with 11-0"swfaung top course 4 mche,ninonum cwnyluva
depth,w as directed by the Dstricl AdmlO.,eratw. The surface of the finished shoulder Mau s Ps down from the edge of paws..ni at the ulc
Of we l(%)with per foot unless oNaru!se duscud by the SUM.The re4wW MOSIMMr NJl be swtaud Yew material similar to
The restored Shoulder must not here any strips as au",La than two in,was. original shoulder
16. All JOW s,Slope l,ybnenl,top sal,dilchel,post,Tree.,disturbed by Nu operation Nall be seemed to their Origins crowYction led eondatun.Ail
Open Trench-, !hall be m irked by warning Signs,barricades, 1111111 And If mce"It. flagmen III be employed fee the peroon of proleumg the
trawling puttee.R,asdrae operation,Sall be specified by the District Administrator.
8
18 l� 17. In tM conch rwtron and/w maintenarge of this bcility,the Utility Nall comply with the"Manwl rim Traffic Cpnbd Devh.es for S[rtels and
wlghwaY:'. It date.mlrrd necessary by she Slate,she U Wiry shad"Met A Signing and l,arfd cool. .n to ow Slate's repfesenuuw for•PPt
W W to conurua W n"munlenant4.epaalions.
❑ 19. NO routine mainlenanu of No faciille will be Jbwed within the limits a acesw aria
X19. Routine mainitnlhw of this Will,will red b,pO Mdom rrll fr The thloughiraflK w a lo,dill mps of SR 167 '.rid NI,arvKe lit 1Ma UuW y
Ipp will be by access from !v O ' eO A �C
yk 20. Where APpliubl,,marker,Mall be placed AS each right of way line fee JI crus rep,and placed ..ry few hundred feet 1500'i for brµnm.tut win„
Me Ine!Ode: company name, plPellne AT 6,111,12 aentifnation, MMphone number for Wmact, and Me dNMr,M fewer IM marker to Ina Ilse in Ie,t.
Marken Sall be placed W"to minimal misrfeninw With ma,.,lenarw uptravons.Marken Sall also M placed a all tlang"it dfiel dnunc,from
RlW luhea CenMdt dnighwaY.
® 21. In the even!Th,, codWuctlun and malnUnenu of she highway facllNY within the proximity of the utility mNNulisen DOWm"nepWfy during the
r+rhm which the Utility sell occupy a patbn of the right Of way,11 is eawesNY un leMtdOd that,upon request from the SUM',represu i.e,the
Utility will promptly identify WNI"W by addable field markings MY Ared SI d they ufd.pound faclvlMs n that Me Sul.or,lit cowl,%our tin be
ter( fully appmad W JI tire"of its precise bulion.
�I 2/. The Utility WII notify Me Slate's repe"en Mtiw upon completion of the work under thaw plemll p•feanthwe W TMI a LMI mNleetIW Sin be made
and shall mor eduMly fel•o the D inlet Utilities Engmser a revised franchise Or permit plan at ins foul filiation or relwudn of its(aulN,ss It
Me wiginJ franchise or permit puns haw town ra.:f.d during the course of Wmaruclion.
❑ 23. Bond cowfap rpui ed to insure proper compliance with all terms and conditions of tied permit or franchise sell be furnished It a 8unl,t Surety
Bond held it Headquarter,in Olympa.
2a, A Surety bond m the amount of$ ,written by a Surely Wmpany authorised to do business in MY Sale of
Wshmpon,uull ce ful lit the S'aM,pncr to the start of<onNruU•On,to inwre compliance with any and all of the toms and conditions of
W.,permit Or flinch..,and ShJI remain m tome for A period ending year,)af.er date of Wmplebgn of Wn,u"Ienn.
0 25. The Utility Wen W bwY the acnJ lw.,mm,ed by in.,fn• .w in ScAne,Cuss"A"and"B" "defined on atucAed Exelebd"
.l the time Of mgan ntMNlOCtipn Of the limit fur that poseel.Of It.l0 be reWnwb Otted,or Wear to expiration Of in,,franchise.
❑ 26. The Utility antes so bull the sit hoes Wwred by this fran h se ill S AAK Claa.s"A"And"8",as defined ran utached Exhibit" " .n the
time the pole own,,buries its Mailtly.
027. The UtAny apses Ia burl Or latoca.r acru!ly The uistnng oyeehead lines m$cenic CMs.s-AX-and"B)t TO debnea on eteached Exh.b11
SO A IputiOn Acceptable to the Daparemenl either at list time Of myw ftconstruclwn Of me fine,fa the portion of line To be rewnprt.-Lo, te
prior to the,Apualues of this!ranch...The existing acted limit may remain m then Went location d acceptable to the Department.
t _Il The Utility ape,we be rile p iml (or any conevucupn deficiencles Al a emit of the roadway installation for a period of two(2)yarn hom adc
of completion.
29. The Utility will be requued to matnum onmseaY Man¢0 ag working how,and two-way vafbc J III Other times.
A 30. In lieu of a surety bond to ensure compliance with the terms and conditions of
this permit the City of Renton agrees that the State may effect reimbursement
of the amount necessary to restore the highway from the monthly fuel tax allot-
ments whi' h the City of Renton is normally entitled to receive from the Motor
Vehicle Fund, and in accordance with RCW 47.08.090.
x 31. The utility shall maintain one lane o1 tr;,ffic in each direction during working
hours, all lanes shall remain open at al` other times.
x 32. Pedestrian traffic shall be maintained at all times.
x 33. The sidewalk, if disturbed shall be replaced in kind to the nearest expansion joint
Permit/'`Oifehise-No. KENT 4486
SPECIAL PROVISIONS FOR PERMITS AND FRANCHISES
Applicable provisions are denoted by (X)
1. No work proraoM to,mastiff Nall be percormed unfit We Utility is p&nlW aulhoduu°n by the S141",repfexnOfire:
Ire la
W He J. Semenock
Title District Utilities Engineer Telephc,neNef. 764-4237
A,ldre„ 7213 Perimeter Road South, Suite 201. Seattle, WA 98108
2. Prior l0 1he tKorim rg W ,umttuc,xsn A proconk ruction comWence mall be held al which the state and the Utility and his fmcb.11.wntra,aot.
and muretlur shall but Present.
3. Should the Ul,hly choose w perform the seek outlined heroin with other than its own forces,a rWO Uuw Of the Utility Well be present if all
time,while the construction is in Droe•nf unlace otherwnt speed W by the Dtatrid Administrator.All ro lut between the 51.1.and the UWAY I
wrtrA,lor snail be through the rCpft__,mtiyC of the Utility. Whore the Utility, 011s$to perform the work with.1,own a may on caress, Are,[to
appoint oe,Of its esnpluytes engaged in the consuu,UM as Its spresentellrs. Fatlure to tomPly with this dismidismissionssn small be g,..not lot re.alstrnx
any fWaMV weak by the Utility within We eight of way,until and n0u1rtment it meL
4. A copy of the permir or framhlm mwt be on the Mi'site,aria Presided from the elements,a1 all times during MY of the wicslruUmn w,hunetd by
tied permit or franchise within the Skate's right of way.
❑ 5. The Utility &pets to schedule the walk herein refereed M and perform sad work in such A reacher as not M delay the Stete's lari in the Per-
formance of his contract.
25 6. 7, 9,+pen that when placing its facility within any Portions of the roadbed.the crench"if bt beckhllad in hwuontal layers not M cAl"d ux
(6, in box Mmkneu,axceDt that the layers of the lop Iwo(I)feet from pmhla grade shall firm Agreed four(4)In,hn in I..thleknc».L,,h
lave. enlist be Aful shall be lompa"ted to bet left than 95 percent of the maximum density asdetermsrwd by cornNuspn wntrol leas.Tn,
moiectufe wntent of[be Dutfill malerml a,roe time of compa,tiun shall be"Speediest by the Stara.In no case will"water xtthn�'be ellowW.
7. Wad Dull be remncled 10 the hours belwe•as 9:00 A.M.and 3:30 ce.M.and eo work shall be allowed on the sent W way
Saturdays,5urdays or Holidays;unless Otherwise autnargad by fire District AdmindUAIM.
g. In lie Brent any mikposl,ngnl of way marker,fence or{wed!atl n toasted within the limn of this fairest and will be drslurDed during,untuo,tiun,
them items will be"faculty remoeed Prior to conuruclnn and sex,Pr replaced at the com:usion of c,muruclion to the utnfa:tan of the 5we.Ail
Ups and D&;fix control devsu,must be maintained in Carnation during construction.
® 9. pilot to wn.UucLm,the Utility shall wifla„ the Store'.mlprexnpuve(hxed under special Prornrm"writ"11 to a oy`s&M the Motion or Surrey
,actual monumenn within Me Protect Mile. In the eyeM any mmumenU will be lowest.d,maged or de.uuyed by the Waselt.ePPIOPrm11"thin
will be taken by ehe Suit,prior W Conxruelion,t0 xfefence Or rates Use anMW When.Any monuments altered,damayrd If de.,ya -il pat Ire Ubb1Y',
operahm will be«set or replied by the State at the Wit expense Of the Utility.
$I 10, If detefminW mressafy by lie District AdmiMistraa,any air sit of the exuvatep materiel shall be removed ago rwlased--in-stable matpx)T
Specified;by the District Administrates.
1 I. Wmercvt dsemal ne"scefv by the D„v,ct Administrator and/or I e Department of kapor and Industries,for the Pr tedim Of the highway Paxment
and the Settle ' the workers,the%fact of the Irench (or exu .gun i,shall be Supported by adequate laYmg or,n66mg W premM any damage by
steels.,xttlema',,etc M the paemenc.No other work in the Other,or e,14CA110,11 area will be allowed oriel this rwYirtmtnl Is ML
Qi IL Tren,he,mail br b&ckfill,d as sue-as Partible behind ease laying of pipe or Able No open 1ramMak Nall PC Jeff ortrmgnt.This iMludtsbwmg of
lacking pits wm,n shall be cowered wnb lusimbel of Olner material of Sufficient strength m waMund the load of 14hway craft",d Inc pit el wort IP bur
backfllud with materiel sun night.
13. All uoaings of rbad nee,mclims Surfaced wlh nil,asphalt emaete Parament or cameo,emcrete Nrement shall be uwrepbslied by I,,ken,,burin,.
us auµnn{(fit s,bit nc p,,undo the rise sw,,.
14, The ,able is,p,P, WAIL lit plated w-hm A sanalde en"ver,nl as Wtutna an the al4ched exhsbns.%,,it rnUxmem pipe mail be lacked,bored,fir
augareL through in,highway fade with A thiourea depth of five is)feel Irom rep of"tang W finished wed grade and A memmum ul this,and on,
half(315)feel of depth home bottom of ditch to[UP of"ying.
EXHIBIT "A"
owx assess
DDT ewtanaD ens °olor 1
i
GENERAL PROVISIONS
1. This permit it s"ject to RC'a147.32.171)andlof RCW 47.44.050 and Chapter 252-04 WAC and amendmentf thereto.
2. During the progress of the work wch barriers shall be erected and maintained as may be necessary or a$ may be directed
for the prolection of the traveling public:the'vrrirrs shall be property lighted at night.
3. The Utility, its successor and assigns, agrees to protect the State of Washington and save it harmless from oIlcLlmss,aadirty by �^
or damages of every kind and descdptlon which may accrue to or be suffered by any person, pe
of .Se performance of many such work,character of materials used or manner of installation, trait tenance and operation,
is brought against t State for damages among
by the occupancy of lots of way by the Utility;in use any suit or action he a
out of a by reason of any of the above causes,the petitioner,its successors or assigns will,upon noun of commencement of
such action, defend the same at its sole cast and expense and satisfy any ludgrneaI arising therefrom if determined adverse to
the State of Washington. Is
4. Except as herein authorized, no excavation shall be made or obsu.le placed within the limits of the sate hIgiiwav In we
a manner as to interfere with the travel per slid road.
ge of
state
5 If the work donir under this and at its own expense makes Permit
Provi"n as the Deputmen[may direct toatake careeof said highway, the UtilityUtility shall wholly
ynage.
6. On completion of said work herein contemplated all ,Jbbish and debris shall be immediately removed and the roadway and
roadside shall be left neat and presentable and utisfacwry to the Department
7. All of the work herein contemplated shall be done under the supervision and to the satisracuw of tine Department and the
entire expense of said supervision shall be borne by the party or parties to whom this permit is Issued-
8. The Department hereby reserves the rle,t to order the change 9f location or the removal of any structure of structures auth
oriaed by this permit at any time,•aid change w removal to be made at the sole expense of the party W parties to whom this
permit is issued,of their successors and assigns.
9. All such changes, reconstruction or relocauon by the Utility shall be done in such manner as will"use the`e i teo theuflity ere ce
with any of the State's walk and the State of Washington shall in no wise b; held liable for -'Y damage
reason of any such work by the State of Washington,its agents pr representatives,or by the exercise of any rights by the State
upon roads,streets,publ,.places or structures in question.
10. This permit Of p'ivelege shall not be deemed w held to be an exclusive one and shall not pfohiblt the Department from grant
Ing other permits or franchise rights of like or other nature to other public or private utilities,nor shall it prevent the Depart-
ment from using any of its roads, streets, Or public place, of affect its right to full supervision and control over ail Of any
part of them,none of which is hereby surrendered.
11, he Department may revoke, amend or anal this permit or any of the provisions thereof at any time by giving written
acili
noticethe of way
o the
Utility,
30 days Utility
w[ten notice of cancellation
remove hoof shallli f beremoved right
the n State atthe el expense remainingities of theUl�liy.
12. The party or parties to whom this permit I$ issued shall maintain at its or their sole expense the suucwre or oblect for which
this permit is granted in a condition W1614CtVY to the Department.
13, If the Utility mriten into a contract of agreement with a contractor to perform the work provided herein to be performed
by the Utility. the Utility for itself, its assigns and its successor in interest,agrees that it will not discriminate on the basis
of r.Ce, color, sex, or natin oal origin in its choice of contractors and wili include all of the nondiscrimination provisions set
lorth in Appendix "A" from Title VI of the Civil Rights Acts of 1964 and Section 162(a) of the Federal Aid Act of 1973
(23 U.S.C. 324), and as said Regulations may be amended. Breach of any of the abuse non•discrimmation covenants shall be
cause for cancellation u herein provided
14. Any breach of any of the conditions and requirements herein made, of failure on the part of the Utility of this permit to
proceed with due diligence and in good faith after its acceptance,with construction work hereunder,shall subject this Permit
to cancellation a herein provided.
15. The Utility pledges that performance of routine oohing and trimming work will be accomplished in such a manner that the
roadside appearance will not be disfigured. When malof work is involved, or damage to roadside apPurance may become
significant,the holder shall secure the approval of the Department in advance of the work.
STATE OF WASHINGTON
JEPARTMENT OF TRANSPORTAT,
UTILITY F11MIT
PERMIT NO: KENT 4486 DISTk.. J. 7
Name and Address of Applicant: City of Renton
Public Works Department
200 Mill Avenue South
Renton, WA 98055
The apphram, hereinafter referred to as the "Urtlity", having apphrJ for a yrrmil to construct, overate
and maintain a 16 inch waterline crossing, extending eAisting 24 inch on bridge
on a portion of State Route AV 167 in King County, Washington, the Washington
State Department of Transportation or its designee, hereinafter referred to as the "oepartment",hereby orders
that this permit be granted, subject to the temp and provisions stated upon the reverse hereof and Exhibits "
attached hereto and by this reference made a part hereof.
Exhibit "A", Special Provisions for Permits and Franchises,Pages I and 2
Exhibit "B". Right-o4- y plans entitled "SR 167, South 228th Street to Kent to
Renton", page 1
Exhibit "C". Plan details, pages 1-2
CS 1766, located on the east and west side of the centerline of SR 167 opposite
approximate Milepost 24.42 located in the NW ; of the NE k of Section 31, Township 23
North, Range 5 East, W.M.
The location of the facility described above is further illustrated on the attached
map designated Exhibit "B", page 1
bpi.:M,,NI :3 %WYat:'.ATIUN
ApprOVED
OCT 24 1980
ST.%TE DESIGN
ENG;NEER
This permit is accepted and approved by the
Utility subject to :he terms and provisions
as herein set forth //�J
UTILITY DEPARTMENT OF TRANSPORTATION
Ry:-- '!--
Title: ���.- t ri/�S l�il '��i ' Title:
Date /Z'�%- ell Date: 1 SEM.ENOCK _
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yns 1'i, The stockle,s which where dtstwbed shill be surfaced with crushed surfacing top cou.se 4 Inches morrocm'completed
depth, ce as duelled be the Dlancl Administrator. The surlace of in'finished shuuldv shall 0ope down flour ink edge of as, 'n+1 the ,it
of onedalf 05)mIn per fpbt unless oiherww direcle0 by the Stale.The restated shoulder si.all be surfaced with material similar to
The restpred shoulder must hot have Any strips Or Y''llpm let,In,n two(2)feet wid, original shoulder
16. All slopes,0ope Irtatmenl,lop sod,ditches,pipes,eh., I tubed by this ppentron shall be festwed to that,original crots,ection and condition.All
Open trenches shall be marked by waning signs,bafncade,, lights and if nrcewrY. flagman shall be emplerycvl (w the purpose of Wotechng the
traveling I, hbi.Roadude opera)Wns shalf be specified by the District Administrator
JC 17. In the construction and/or maintenance of this facility,the UI{lily shall comply with the"M,nual on Uniform Traffic Como Devices fur Sir ,Is and
Hlghwaya". If determined necessary by the State,the Utility shall submit a signing and traffic control plan to the Slate's representative fat approval
Prom to'wderultipn 0,retWemlan'e ope.time, la le ❑ 18. No routine maintenance of this facility will be allowed within the limited ac'eW ear.
19. Routine maintenance of this facilny will not be permitted from the through traffic roldwaY,,or ramps of SIR -end all service to this facility
will be by aeeress from
W20. Where,ppllcablq marten snail be placed at each right of was line lot all crossing.,and placed ev,iy five hundred feet(500')log longitudinal lines
to include: company none,pipeline or cable identification, telephone number to, contact,and the distance from the marker to the line in feet.
Markers 0,11 be placed so as to mimml,e interference with maintenance opelatornk Marken shall wiser ber placed at all changes w, y11.1 distance from
RJW line Or Centerline of highway,
IN 2). In the event That construction and maintenance of the highway facility within the proximity of the utility installation becomes heasury during th,
periW which the Utility will occupy a portion of the rlgh•of waY. I is exprtuly understood that,upon request from the State's representative,the
U1.111v will promptly Identify and bate by suitable field maJ ims any and all of thew underground facilities so that the Slate Or ice conuuli, can be
fully apprised at all times of its precise location
5122. The Utility shall nolifv the State,re,,.str attic upon wmplebon of the work under this permit pm franchise W that a final mspecbon an be mail,
AM Mall were ely furnish to the District Ubhtes Engineer a revised franchise Or permit plan of the final location or r,location of Its facilNn
the sailboat franchise of permit plans have been revised during the worse of wnstructwn.
❑ 23. Bond coverage required to insure rlOpei '""bilge with all terms and conditions of said permit or ffeuhese wilt be furnished by a l lan:,t Surat.
Bond held at Headquarters in Olympia.
❑ 24. A surety bond in the,mount of T ,written by a surely company authorized to do b"ne,s in tM Stale of
Weisnmgton, shale be furnished to the State,Pont,io the stet of 1000luctme.to ensure compliance corm any and all of the terms and conddmns of
this permit Or ecanduse,and shall remain in force for a period ending Y,.(s)+ft.,daft of completion of wn.ow,lio..
C] 25. The Utility agree,b we the trial limit em,ted by this franchise in Scenic Clout"A"and"B" as dehnW on attached Exhibit" either
at the!lure of mJ Msercctwn of the line,fat that portwn of line to be reconstructed,w Wisa W eapwalwn of this franchise.
❑ 26 The Utility agree,.-Oily,the aerial lines.,,,ad by this fi ancbw m Scenic Classes"A"and"B",as defined on attached Eshibw" ",at the
time the pole owner bur c,its facilti,.
❑ 27. The Ulilny+peo u,bury Or uloule aenally the existing overhead lines in Scenic Claws"A R"and"Bx as detmed on at UzhW Ewhlble"
W a location acuplable I. Me Department either, at the I'm'of major reconnlu'tuse ul the tine,for the portion of Ime to be ucon0rc.wu,sa
Prim to the expiration of this franchise.The..,sling Atrial lines may remain in[heir geunl location if acceptable to the Department.
❑ 28, The Utility agrerf in be ,W.n,.blc for any construction def3clenacs as a result of the roadway Ieataltalwn for a period of Iwo 12)years from dale
,u of w' nplittion.
I6 29. The Utilwy will be required to marnlain pel'w,Y traffic during working hours slid two-way traffic at all or r times.
x 30. The Utility also agrees that in the event the presently un. ,veloped highway
right-of-way is sold at some time in the fut the Utility will compensate
the Department for the difference between the value of the property without
utility easements and the value with an easement adequate for the proposed
system,
x 31 . to lieu of a surety bond to ensi- a compliance with the terms and conditions
of this permit the City of Renton agrees that the State may effect
reimbursement of the amount necessary to restore the highway fror, the monthly
fuel tax allotments which the City of Renton is normally entitled to receive
from the Motor Vehicle Fund, and in accordance with RCW 47.08.090.
Permit/ ewe64e'-No. KENT 4487
SPECIAL PROVISIONS FOR PERMITS AND FRANCHISES
Applicable provisions are dennted by W
I. No work provided for herein shall be performed until V,Unhty is{,a ntW authonyaao^by the$tW F mPllunu:ne
Mr. H. ,1. Semenock
Title District Utilities Ene nee' Telephone No. 764-4237
Atl,lee„ 7213 Perimeter Road South, Suite 201, Seattle, WA 98108
2. Peru la it., bvp,mmnR ul aun9rvatkm a prtum>Irucimn wnlcrerice shill be held at which the State and the Utility and his art{mcer,epmfactw,
and rnsPectur shall her Present.
w"I At
3. Should the Utility chance to Perform the walk outlined herein wilt
t other
elnt than
niral Admit,Own inistrator,A 1-Alleta-ve contact lit the 11"'I Slat be
e W Ulrbt all
times while Me construction rs In pwgfeW unless otherwise ap
eantraatw shall be through the reprewritaivt of the Utnitr. Where In, Doll, <hosses to perform the work with dt own forces,at mar elect w
Appoint one of its aa
employees engaged in the acing taon as its•eprecentativt Failure to comply with this orwisron wait or[rounds for resblatrmt
any further work by the UUlilr within the n{ht of way.until said rrauiremen[as met.
a. A copy of the p rmlt a franchise must be,on the Fees site,hid protected flem Few elements,at all times 6"'"any of the Forg,uctwn awharirca by
said Ferrell or franchise within the Sule's right of way.
❑ 5. The Ubllly agree,In schedule the work h,ttm r<fpred to and perform LAW weak re,such IF manner as not to delay the SUW's ea,tractal an the Po-
hamarce of his ionlpcl.
6. The Utdily agrees that when pilling its la rlilY within any portion of the roadbed,the trench shall be backlrllW in horrmntal levers Ml to uaatad s.x
(6) Inches I-base thickness except that the IaYera of the top Iwo(2)feet from Profile grade shall nor exceed Pour(a)inches in losw Ihack aya.Lub
laver oI the entire baakfill shall be..om"i-led to Fal less than 9S percent of the maximum density aSdctermmed by wmpuupn wnUol Iris/M1a
11�w mOtsture cantenl of the backirll reaternl At the time of cumpact"m Mill be as g"Ofced by the State.In rw use will"water seuhre"be allowed
rp 7. Walk Mall be its....tic,to the hours tielw0 IF 9:00 A.M.and 3:30 P.M.and no walk shall be allowed on'be right of way
Satwdays,Salida"ser Holidays.anitss Otherwise aat^auW by the Dig nci AAminislea m.
S. In the,rem any milepost,right of way make,.fence or guard rail is located within the limits of this Project aM will be disturbed during consbu,uon'
93 thew Firms will be carefully removed prior to construebon and true a ttPliced at the conch+ion a1 cenNlucUon to the kathla,aon sal tM1<i4lt All
./, at,..and patfrt aonrrol devlcrs must be mill-lamed In op,raron during construction.
d 9. Prig ro consbustron,the Utility snail conl"I the Vale's r<prcRnuUve(IiuW undm tpead Pfovolon number
I)to asaMam the bc
conlva monuments within the ProleU limits. In In,event anymonuments will be altered,damaged or destroyede fWLI.ai be ro u1<ucwl.
the Ubbial+
will be taken by the State.pia,to construction,to reference w reset the monuments.Any monuments altered,iimaged
or operation w'dI be reset or replutd by the Stile at the so:c,open"of the Utility.
10. If determired necessarY by the Dig,.,t AdmrnistIalm,any or all of the txcaraled malenal shall be removed and yea 4cctl with aura abk mm,,oal as
spec Died by the District Admihisaata.
11. Wherever deemed necessary by the Daslract Adminbtl0re aWlor the Department 01 Labor and Industries,br the Protection or the highway pav,mem
® and the ulely of the workers, the sides of the French (or exuvaUon),shall be supported esy adelfualt laggme w«rbbmg ea prcrenf any damage by
pacts,settlement,etc.to the pavement.No other work In the Irmcn or evaavabon nu will be allowed until inu reaaleement N real'
12. behind the laying of ease or cable No open trena s.rrs shall be left wtrengt This .Is me,mid
Trenches shall he backfJled as wan As pOasfbk
jackMg Pals which shall be coveted with lumber or other a mrtial of sufficient suengh M wrthstaM the Iwd of nIR thc
back Dikd with mateeia each nigh!.
13. All croysrme of v.it me,w,bons suAaced will, ,F,.,halt concrete earemem or°tin°^'wnaele pavementshall be awmplrMed by acking,bwina.
l
❑ or augers,g the cable or P,N uWer the rmdway.
ill. The Alto, pipe shall be placed with'-a wwble rnusemenl a weuhed on the Attached caed ash rbns.Said en grade nl Are Mall be "Ltd.rtLAn build,m
[) angered through the hill' ay grade with a minimum depth of Ine l5)hel from tap of using to finished read grade and a minmum vl thin, and um
half(316)feel of depth from bottom of ditch w top oI catrng
EXHIBIT "A"
vow.a a•a ap PlantsI
DOT nevoi a/n
a .
M
GENERAL PP.OVISIONS
1. This permit is subject to RCW 47.32.170 and/or RCW'47.44.05o and Chapter 252434 WAC and amendments thereto.
2. During the progress of the weak such barriers shall be erected and maintained as may be necesury for the protection of the traveling public;the barriers shall be properly lighted at night a as may be directed
3. The utility, its successors and assigns,agrees to protect the State of Washington and save it harmless from all claims,actions
Get damages of every kind and description which may accrue to or be suffered b� any ponon, persons,w property by reason
of the performance of any such work, character of mtterials used or manner of iany p lion, maintenance and
or
by the occupancy of rights of way by the Utility;in case any suit or action is brought against the State for damages all out of ti by reason h any of the shove causes,the petitioner,its successors or assigns will,upon notice of comm,"men,of a
t uch action, defend the same at its sole cost and expense and satisfy an tad
the State of Washington. y I gment arising Nerefrom if determined adverse to
4. Except as herein authorized, no excavation sh
a manna as to interfere wish the travel over Saidall be made or obstacle placed within the emits of the state hig
hway in Such
5. If the work done under this permit interferes in any way with the drainage of the state highway, the Utility shall wholly
and at its own exPerw make such Provision as the Department may direct to take care of said drainage.
6. on completion of said work herein contemplated all rubbish and debris shall be immediately removed and the roadway and ,
roadside shall be left neat and presentable and satisfactory to'he Department.
7. All of the -pork herein con[emplateu shall be dore under the supervision At to the satisfaction of the Depa
entire expense of said supervision shall be borne by the party or parties to whom this permit is issued. rtment and the
S. The Department hereby reserves the right to order the change of location or the removal of any structure or,structures auth.
orized by this permit at any time,said change or removal to be made at the sole expense of the party or parties to when this
Permit is Issued,or their successors and assigns.
9. All such changes, reconstruction or relocation by the Utility shall be done in such manner as will cause the least interference
with acy of the Sure's work and tree State of Washington shall in no wise be held liable for any damage to the Utility by
reason of any such work by the State of Washington,its agents or representatives,or by the exercise of any rights by the State
upon reads,streets,public places or structures in question.
10, This permit or privilege,shall .Mot be deemed or held to be an exclusive one and shall not prohibit the Department from grant-
ing other permits or franchise rights of like or other nature to other public or private utilities,new shall it prevent the Deparh
Part frthe using any hi its roads,sheers, d led. places,or affect its right to full supervision and control over all or any
Part of them,none of which is hereby surrendered.
11. The Department may revoke, amend or cancel this Permit or any of the Provisions thereof at any time by giving written
notice to the Utility. The Utility shah immediately remove all facilities from the right of way. Any facilities remaining upon
the right of way 30 day; alter written notice of cancellation shall be removed by the State at the expense of the Utility.
12. The Party or parties to whom this permit is issued shall maintain at its or their sole expense the structure or object for which
this Permit is granted in a condition satisfactory to the Department.
13. If the Utility enters into a contract or agreement with a contractor to perform the work provided herein to be Performed
by the Utility, the Utility for itself, its assigns and its successors in interest, agrees that it will not discriminate on the basis
of feca, color, sex, or national origin in :ts choice of contractors and will include all of thz non-discrimination provisions set
forth in Appendix "A" from Title VI of the Civil Rights Acts of 1964 and Section 162(a) of the Federal Aid Act o1 1973
(23 U.S,C. 324),and a, said Regulations may be amended. Breach of any of the above non-discrimination covenants shall be
cause for cancellation as herein provided.
14. Any breach of any of the conditions and requirements herein made, ur failure on the part of the Utility of this permit to
Proceed with due diligence and in good faith after its acceptance, with construction work hereunder,shall wbpct this permit
to cancellation as herein provldecl.
15, The Utility pledges that Performance of routine cu•tlng and trimming work will be accomplished in such a manner that the
roadside appearance will not be disfigured. When major work is involved, or damage to roadside appearance may become
Significant, the holder shall secure the approval of the Department in advance of the work.
r.��
STATE OF WASHINGTON
.tPARTMENT OF TRANSPORTATI(
UTILITY FEIMIT
PERMIT NO KENT 4487 DISTRICT NO i
Name and Address of Applicant:
City of Renton Public Works Department
Municipal Building, 200 Mill Avenue South
Renton, WA 98055
u n
The applicant, hereinafter referred to as the "Utility'. having applied for a permit to cowtna•r. operate
and maintain a 12 inch and a 16 inch waterline and an 8 inch sewer line to replace
existirg facilities
on a portion of State Route No. 515 in King County. WashinRton. the Washington
State Department of Transportation or its designee, hereinafter referred to as the "Department hereby orders
that this pertnit be granted. subject to the terms and provisions stated upon the reverse hereof and Exhibits
atta-hed hereto and by this reference made a part hereof.
Exhibit -A Special Provisions for Permits and Franchises.Pages I and 2
Exhibit "B". Right-of-way plans entitled "SR 515, Renton Vicinity: Carr Rd. to Grady Way",
pane 1
CS 1741 . located on the both sides of the centerline of SR 515 opposite approximate
Mileposts 6.31 and 6.42 located in the SE h of the SE : of Section 19, Township 23
North„ Range 5 East, W.M.
The location of the facility described aoove is further illustoated on the attached
map designated Exhibit "B", page 1
CALL
fir"I BEFi�
YOU DIG
This permit is accepted and approved by the ow 41t! Twell
Utility subject to the terms and provisions
as herein set forth.
UTILITY ol DEPARTMENT OF TRANSPORTATION
y�B t_ w By:
� o
Tide: Public Works Director.__ Title: "
N SEMEHaCK , ,
Date: September 17, 1980 Date:
Tt uaESEdfz�f��T
DOT
tj PERKINS-COIF. STONE. OLSEN & WILLIAMS
,,,, Wl,,�NG+ON %WLV'-G .,r•^r•nCI>
nxC✓011.G[O•rCC
B[/STLE.WA3MINGTON BBIOI w„lx,xa+ox.o ceoo»
.ere
.uc•.orvc soee eas++o [.cr ..r
µaNORlO[.lM.lwe wrlC, el,roe aeae nc
+neeosi q.ro>.[seaar C•e.c :iva'.r,� Le•^.- Nrn[Nwi a omu
t2 Lfs'.v ona
•IPSC R[Lv i0 !...... Grr.CC
u November 3, 1980
ti0� 41984
Gt�.;'aAL T +r�1AL
Mr . Michael Cvitkovic VA AL
1 d
projects Coordinator
AD., >SRA
Valley General Hospital
400 S. 43rd Street
Renton, Washington 98055
Re: Declaration of Easement for Water Pipelines.
Dear Mike:
to vour retion of
quest, I have drafted a Declorf
Easement which confers c a Renton,
P ucsua nt ertain rights upon the CtY
Grantee.
you desire. Prior to execution of the
Please review the enclosed Easement to sake cer*ain it con-
tains all the provisions Y ou, at its ex-
gal
Easement, the City of Renton should provide Y
para-
pense, with Exhibits A and B. Exhibit, A should contain a legal
waterline easement.
description and a map indicating the przcise geographical
meters of the nonexclusive, perpetual
escrib-
descript
Exhibit B recise geographical aboundarieslof on athenO aona completion
ea3ement for
ing the Q.
ingress and egress for constr ct on Ptrp he stwo sets of legal
of the exhibits, the City You for final d approval. Please for-
descriptions and maps to Y in order that we
ward to me copies of the description fmnal approval.
mav_ review the same before you 4ssue your
Very truly Yours,
p�na`r 9" Parkee, Jr.
Encl.
a;.
F
-a<<rch 23, : 981
_oCHar,d to zcetiny with you and Bill on March 23
ac discuss the specific J,2tai.a of Bil] 'r. responsibilities
+.� pipeline inspector,
Incarell,
i
Junes T,. ynt.t
�3
WE
S. TALBOT HILL e>
AGREEMENTS, PERMITS, EASEMENTS I',�_5�g 8
I
6. The City of Renton agrees w iudLiail',, iuiity
from any and all claims. actions of, dauiages of any kind or descripCiou which
may accrue to or be suffered by any person or persons or property by reason �.
or resulting from the installation. operation or maintenance of e. lu-inch,
datermain in the immediate proximity to the City of Scatcle'_ 60-in6 rcder
River Pipeline 4 at the Talbot Read South (South 23rd Street) ;cos ins.
APPROVED BY THE CITY Of SEATTLE
SEATTLE WATER DEPARTMENT
uunerinten ent of Water
Date
ACCEPTED BY
THE CITY Of RENTON
By794 Nate— seer. )7�1980 �
Title Qt18t1G. wo" 014 roQ 7,
i
pats, ? ,r
t
i ?I
14VS:ec
711 M
SWD
CON`ENT AGREEMENT
The City of Seattle's Cedar River Pipeline 4 facility is a vital part of
the Water Department's service to the surrounding south-end communities. Any
interruption of this water supply would create a serious hardship to these
communities, and as a consequence, the City of Seattle must endeavor to insure
that this pipeline is not exposed to events or actions that would excessively
endanger the continued flow of this water supply. The Water Department here-
Is with has attempted to identify those activities and express its concerns, and
that is the basis for this agreement.
The City of Seattle (Water Department) hereby gives its consent for the
installaticn by the City of Renton of a 16-inch diameter watermain across and
below the City of Seattle's 60-inch diameter Cedar River Pipeline 4 crossing of
Talbot Road South at the intersection of South 160th Street (South 23rd Street)
in the northeast quarter of Section 30, Townshin 23N., Ranqe 5 E. , W.M. in King
County, Washington, subject to the following conditions:
1 . The Water Department's Lake Youngs Sh6ps shall be contacted (255-2242) 48
hours prior to the watermain installation.
2. A minimum vertical clearance of 12 inches shall be maintained between the
16-inch waternain and the existing 60-inch pipeline.
3. The 16-inch watermain is to be installed substantially as depicted on the
Plans of Talbot Road Pipelines, Sheet 2, Drawing Number S13631 .A1 , Dated
June 1980, prepared for the City of Renton by CH2M dill .
4. The trench excavation for the installation of the proposed watermain should
be restrained to a maximum of three feet in the immediate vicinity of the
60-inch pipeline to protect the existing pine bedding. Backfill of the trenrh
in this vicinity should be of a suitable material that is firmly compacted co
approximately 95 percent compaction.
5. 1n the event Seattle's 60-inch pipeline is damaged in the course of in-
stallationwatermain,
, operation or maintenance of the City of Renton's 16
the Seattle Water Department shall repair such damage and the City of Renton
agrees to be responsible for the payment of such repair costs.
Page 1 of 2
prior written consent of Grantor, provided, however , that such
consent shall not be unreasonably withheld.
Grantor
VALLEY GENERAL HOSPITAL, a
Municipal corporation
Ey
STATE OF WASHINGTON )
ss.
COUNTY OF )
On this day of 19 before me,
the undersigned,a Notary Public in a—�Lor—the State of Wash-
ington, duly commissioned and sworn, personally appeareG
to me known to be the person who signed
as of I the municipal
corporation that executed t e within and foregoing instrument,
and acknowledged said instrument to be the free and voluntary
act and deed of said municipal corporation for the uses and
purposes therein mentioned, and on oath stated that he was duly
elected, qualified and acting as said officer of the municipal
corporation, that he was authorized to execute said instrument
and that the seal affixed, if any , is the municipal corporate
seal of said municipal corporation.
WITNESS my hand and official seal hereto affixed the day
and year in this certificate above written.
NOTARY PUBLIC in an or the State
of Washington, residing at
-3- 110380/2/9503D
1.2 Grantee reserves the right to make reasonable
a.-)difications of the terms of the ingress and egress ease-
ment, upon such notice as is reasonable under the circum-
stances, during the construction period. Such modifica-
tions shall be made only if reasonably necessary to main-
tain the efficient operation and peace and quiet of the
hospital premises.
2. COMPATIBLE USES.
■
Notwithstanding any other provision herein to the con-
trary, Grantor reserves the right to engage in any uses com-
patible with the full enjoyment of the rights granted herein to
Grantee.
3. CONSTRUCTION AND REPAIRS.
It is agreed by Grantee that any debris and waste
materials caused by the placement, construction, operation,
inspection and repair of the waterlines will be removed from
the premises, and that upon completion of construction, the
premises will be left, as nearly as possible, in the same con-
ditions as they are now.
Grantee agrees to maintain the waterlines in good con-
dition and repair, and to return the premises to the condition
existing prior to any repairs, at Grantee's sole cost and
expense.
4. INDEMNITY.
Grantee agrees to indemnify, defend, and save Grantor
harmless from any loss, cost, or other expense incurred by
Grantor or any claim, demand or action asserted against Grantor
arising out of any act or omission of Grantee, whether negli-
gent or not, including, without limitation, any loss, cost,
claim, demand or action relating to any break, rupture, stop-
page, leak explosion, or other defect in the waterlines.
5. SUCCESSORS.
The rights herein granted and the duties hereby agreed
to by Grantee shall inure to the benefit of and shall be bind-
ing upon Grantee's successors and assigns.
6. ASSIGNMENT.
Grantee is hereby prohibited from assigning all or any
portion of the rights and interests granted herein without the
-2- 110380/2/9503D
EASEMENT FOR WATER PIPELINES
This easement is made this d.y of ,
1980, between VALLEY GENERAL HOSPITAL, a municipal corporation
(hereinafter "Grantor") , and the CITY OF RENTON, a municipal
corporation (hereinafter "Grantee" ) .
4 In consideration of One Dollar (Sl.00) and other good and
valuable consideration, and in consideration of the performance
of Grantee of the covenants, terms and conditions hereinafter
set forth, Valley General Hospital hereby conveys and quit-
claims to Grantee the following easements:
A. A 1,erpet,lal , nonexclusive easement For the installa-
tion, maintenance and operation of one or more underground
water pipelines (hereinafter "waterlines") along and under that
certain property situated in King County, Washington described
in Exhibit A attached hereto and by this reference made a part
hereof.
B. A temporary, nonexclusive easement for a period of one
year commencing at the start of construction, but in any event
expiring January 1, 1983, for ingress and egress of vehicles
and construction machinery and other pertinent materials neces-
sary for the installation of the pipelines under the property
described in paragraph A above, over and across that certain
property situated in King County, Washington described in Exhi-
bit B attached hereto and by this reference made a part hereof;
provided however , Valley General Hospital may earlier modify
the terms of the easement granted under this paragraph B by
acting in accordance with section 1.2 of this easement document.
The terms "easement" and "easement area" in this instrw,ient
refer to the easements on the property described above in para-
graph A and, for the period of its duration, the easement on
the property described above in paragraph B.
This easement is granted subject to and conditioned upon
the following terms, conditions and covenants which Grantee
hereby promises to faithfully and fully observe and perform:
1 . PURPOSE.
1 .1 Grantee shall have the right to place, construct,
operate, inspect, and repair waterlines of substantial?y
the same size, type and characteristics as are used in the
Renton vicinity, together with all connections anti under-
ground appurtenances, across, through and under the Ease-
ment property.
SPEED LETTER
TO: DATE:
PROJECT:
SUBJECT: _
4
TS-i
OF
4 ti.
U Z OFFICE OF THE CITY ATTORNEY RENTON,WASHINGTON
_ COST Olr,u pA Gn iM tna w[w.(NiIOH,f. • Wn1Q INS* t!!.",
p g LAWRENCE J.WARREN, CITI♦iiO, l DANIEL KELLOGG, •swsTAni ary niosn[i
9q O
Oq tED SEPT November 14, 1980
TO: Ron Olson
' FROM Lawrence J. Warren, City Attorney
n
Re: Easement form for Water Pipelines
Dear Ron:
The above captioned easement is approved auto legal
form.
Lawrence 1. Warren
LJW:nd
Encl.
CC: Mayor
Council President
------------------
STA
C�ECT�7 PUk'/TY TEsT, L 'L
EX"9 q�, yy V,� CITY vvicc•
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M/N 16
F.A( L ep
¢/o� ,
/"- /✓'
�J /� �E=`�^^ RECEIVEDCI I ��VI OR. TY"v
Noun HILL cHK.
nvrD. ^lY
.,. mm,,..
�1Y
TALBOT ROAD PIPELINES S�+FET 2
STA 3 f• 20 TO 15 + 00 OF
DATE JUNE 1980
("KG.
Pin S13631 Al
p
Sr4 /4t20 C..T /s'f 3C,
1Z"Pc/-/G w�TB f"BO ASS 90
C 0
TEMP; .9F�-91 ' PPCSSuf �` a
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CaVAA=-Cv- TO EXST /Z" W COI) ' ro 'a00
P
A
O
STA 40fav 6. /-S 10, XFu FLME
45' BENSS M./xM.1)
STA 14-+Z0 LT 5' Ya L.YY Ds RlrTsa
TY.� F TEST STA7/ON h. \ \`
)T ROAD
WA4
— "�T.. ---0 .� . - ��%'� 11•�N7fRM41K IIv !—__._� �-. _��— ,rsT—_ • -�-�` ,,- .—_�, —+. �
resat r Rm S
ki
I 1vM I V .
VC _� S
57-A /0+50 STA /3-,'00 TA /3 8 P
SNEE7
DES. .� C�1 CITY OFRENTON TALBOT ROAD PIPELINES 2 1
CH vI DR. T YLV WASHINGTON OF
ONO HILL STA 3 + 20 TO 1 5 + 00 DATE JUNE 196U
■O Ct+K. TALBOT HILL PIPELINES otivG.
avvD. I � S13631 Al
6. The City of Renton agrees to indemnify and save harmless the City of Seattle
from any and all claims, actions or damages of any kind or description which
may accrue to or be suffered by any person or persons or property by reason of
or resulting from the installation, operation o- maintenance of a 16-inch
watermain in the immediate proximity to the City of Seattle's 60-inch Cedar
River Pipeline 4 at the Talbot Road South (South 23rd Street) crossing.
a APPROVED BY THE CIrY OF SEATTLE
SEATTLE WATER DEPARTMENT
Superintenden of Water
ii
,
Date r/Z2 A
.f
ACCEPTED BY
THE CITY OF RENTON
By Date wT �7 �78iJ
Title RdUC WORKS DIQ TUZ
MUS:ec
711/80 �.
SWD
CONSENT AGREEMENT
The City of Seattle's Cedar River Pipeline 4 facility is a vital part of
the Water Department's service to the surrounding south-end communities. Any
interruption of this water supply would create a serious hardship to these
communities, and as a consequence, the City of Seattle must endeavor to insure
that this pipeline is not exposed to events or actions that would excessively
endanger the continued flow of this water supply. The Water Department here-
with has attempted to identify those activities and express its concerns, and
that is the basis for this agreement.
The City of Seattle (Water Department) hereby gives its consent for the
installation by the City of Renton of a 16-inch diameter watermain across and
below the City of Seattle's 60-inch diameter Cedar River Pipeline 4 crossing of
Talbot Road South at the intersection of South 160th Street (South 23rd Street)
in the northeast quarter of Section 30, Township 23N. , Range 5 E., W.M. in King
County, Washington, subject to the following conditions:
1 . The Water Department's Lake Youngs Shops shall be contacted (255-2242) 48
hours prior to the watermain installation.
2. A minimum vertical clearance of 12 inches shall be maintained between the
16-inch watermain and the existing 60-inch pipeline.
3. The 16-inch watermain is to be installed substantially as depicted on the
Plans of Talbot Road Pipelines, Sheet 2, Drawing Number S13631 .A1 , Dated
June 1980, prepared for the City of Renton by CH2M Hill.
4. The trench excavation for the installation of the proposed watermain should
be restrained to a maximum of three feet in the immediate vicinity of the
60-inch pipeline to protect the existing pipe bedding. 8ackfill of the trench
in this vicinity should be of a suitable material that is firmly compacted to
approximately 95 percent compaction.
5. In the event Seattle's 60-inch pipeline is damaged in the course of in-
stallation, operation or maintenance of the City of Renton's 16-inch watermain,
the Seattle Water Department shall repair such damage and the City of Renton
agrees to be responsible for the payment of such repair costs.
Page 1 of 2
1,
@`f PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 0 235-2631
gR
MUNICIPAL BUILDING 200 GILL AVE.SO. RENTON,WASH.99066
094 �
p �P
9��FD gE CYb
BARBARA Y. SHINPOCH September 17, 198C 11Iq/
1
MAYOR
� I■
Kenneth M. Lowthian
Superintendent of Water
City of Seattle '"
Water Department
1015 Third Avenue
8th Floor
Seattle WA 98104 a r
Subject: Cedar River Pipeline 4 R/W ��< ��
Watermain Consent to City of Renton a I-
Vic. S. 23rd St. (S. 160th St.) and
(R/W 21 ,033) Talbot Road South
Dear Mr. Lowthian:" f'
Enclosed please find a copy of the consent agreement on the above referenced31yti v
subject which has been signed in acceptance on behalf of the City of Renton,
Very truly yours, "
Ronald L. Olsen
Lead Engineering Specialist
:ckd
Enclosure
---------- .k.n ~ it <urh damage and the City of Renton
:i
Afr t.w RA '
Mir-
1 rmr r
- �•y
ufn o-•P n� A. ♦ s�
Ur 11L ASIWG RYA L.IE-MIL
EXHIBIT "C ITEM Milli
I.GE 2
i � rw re.w w
OfILE «wr W-S"
fll \1 � o.rw. L.MO H.hHPME i
0.m10 ,.m p+
IVNVym�'
(
i
/
r
,
112) Housing, Will the proposal affect existing 110631115,, or
create a demand for additional Mousing?
i�
! i+ ,6 )
Exnlenatton:
(13) Trensoortati90/CIrCVl4tjUn. Will the proposal result In:
- (a) Gei :ratien of additional vehicular movement?
(b) Effeetc on existing parking facilities, or demand 7—ES—
for H $'r
new parking? X
'YE5
(c) Impact upon axiSting transportation systems? 't
(d) Alterations to present patterns of circulation or
movement of people and/or goods? .�
TES— RX t B�
(e) Alterations to waterborne, rail or air traffic?
Tom- ' - 1
(f) Increase in traffic hazards to motor vehicles, l
a bicyclists or pedestrians?
?BT'
arm
Explanation:
R
(14) Public Services.. Will the proposal have an effect upon, or
result in a need for new or altered governmental services
In any o1 the following areas:
(ai fire protection? X'
YE5 MAYBE HO
(b, Police protection?
=YE 4AVSE TQ—
`ci Schools? X
YEb MATBk .4U
(d) Parks or other recreational faciliti_s? -�
YES M Y8 l�
(a) Maintenance of public facilities, inclu.iina r0„ds? J(
TES M�YB :1C
(f) Other governmental services?
7—ES S
Explanation:
(15) Energy Will the proposal result in:
(a) Use of sabstantial amounts of fuel or energy?
�— MAYBE ',(4
lb) Demand upon existing sources of energy, or require A
the development of new sources of energy?
explanation:
(16) Utilities. Will the proposal res-O t In a need for new
systems, or alterations to ti,e following utilities:
(a) Power or natural gas,
TES 'i!�'yE !10
(b) Communication, ,y;tens? h�
eS nA'f E tT0
(c) .a tar? [.
1E !A tC •;n
.a.
ii %a,=na. .111 the proposal result in:
(a) Changes in the diversity of species, or numbers of
Any species of fauna (birds, land animals including
reptiles, fish and shellfish, benthic organisms,
insects or microfauna)?
Y RAPS' tid'
(b) "eduction of the numoers of any unique, rare or
endangered species of fauna?
(c) Irtroduction of new species of fauna into an area,
or result in a barrier to the migration or movement ./
of fauna? 4
RTM Tr
(d) Deterioration to existing fish or wildlife habitat?
q3— NATS� H
Explanation:
U +
(6) Noise. Will the proposal increase existing nt .se levels?
7 Mom'/M N
Explanation:
(7) L1 ht a. nd Glare. Will the proposal produce new light or
ar gle?
Explanation:
(8) Land Use. Will the proposal result in the alteration of the
present or planned land use of an area?
Explanation:
(9) Natural Resources. Will the proposal result in:
(a) Increase in the rate of use of any natural resources? X
= :off Z
(b) Depletion of any nonrenewable natural resource?
<T •ate -57-
Explanation: _
(30) Ritk of
on Set. Does the prOPOS41 involve a rise Of an
exp OS ,' the release of hazardous substance$ (including,
but not limited to, oil , pesticides , chemicals or radiation) K
in the event of in accident or upset conditions?
7E3— ASTSE Ad'
Explanation: _
!11) PC ula�t ton. Will the proposal aiter the location, Clstri-
but� ion. density, or growth rate of the human population x
of an areal
PM 04LE IiS-
'!planation: __
(2) Air, 4111 the proposal result in:
(d) Air emissions Or deterioration Of ambient air
quality?
1t
(b) The creation of objectionable doors?
(c) Alteration of sir aovemen-- ho:sturs of 'peratureOran , � 7�
re ionallch Inge in ci`.mate. the locally
9 Y• )(
Explanation; Tr 4n W
water. Will the proposal result in:
(d) Changes in currents, or the course Of direction of
If water movements, in either marine or fresh waters? A( ie iC) Chathen rate and bsorptinamounto ofrs u r facerwate9e rupatter
noff?ns, or
(c) Alterations to the course or flow of flood waters'.
(d) change in the amount of surface water in any water la body? J(
�-
(e) Discharge into surface waters, or 411 any alteration
surface water quality, including but not limited t0
temperature, dissolved oxygen or turbidity?
icy y�?� •�
'.f) Alteration Of tte direction or rate of flow of
ground waters? vy
NA/8 y„
(9) Change in the quantit) of ground waters, either
through direct additions or withdrawals, or through
interception if an aquifer by cuts or excavations?
- WNW H O
Deterioration In ground water quality, either through
Direct injection, or through the seepage of leachato,
Phosphates. detergents, watt borne virus Or bacteria,
or other substances into the ground waters? l(
MAYBE NZ—
(ii Reduction in the amount Of water otherwise available
fur public water supplies? )(
DES' �7gE �
Explanation:
(4) Flora• 4111 the proposal result in:
(a) Change in the diversity of species, or numbers Of any
epecies of flora ;including trees, shrubs, grass, crops,
mlcrof tore and aquatic plants)? k(
+'E= 9gE 4S
(b) Reduction of the numbers Of any unique, rare Or
endangered species Of fl Ord?
?M '4 f
(C) Introduction of new special of flora into an area, r.r
in a barrier to the normal replenishment of existing
Species?
id) Reduction in an 'Jge Of any agricultural crop? Y
1�
Explanation:
7. vocation of proposal describe the physical setting of the Proposal , as +el;
as the ex test Of the land area of f eCted by any en"ironriental impacts. Including
any Other informAtlon needed to give an Accurate understanding Of the environ-
mental setting of the proposal ) :
3. Est+rated late 'or completion of the proposal .
Mr 09 1
g. ;ist of All permits. licenses or novernment approvals required for the proposal
iiederal , state and kcal--inclaoing rezones) :
PCarsl r
u ie
:D. 0o you have any plans for future additions , expans,on, or further activity
related to or connected pith this proposal? .' yes , explain:
NO
11. 00 you znow of any plant by others wnich .may affect the property covered by
your proposal? 11 ye,, explain:
No
12. Attach any other application form that has been c:mpleted regarding the pro-
posal ; if none has been comple•ed, but `S expected to be filed at some future
date, describe the nature of such loplication form:
i:. ENIIAONMENTAL IMPACTS
(Explanations of all "yes" and "maybe" answers are required)
( i) Earth. Will the proposal result in:
(a) instable eart.n conditions or in :hanger in 7eologic
substructures? K
PES— HhhpSE t�
(b) Disruptions, displacements, compaction Or t 'er-
cove-ing of the soil? A�
1'T� MnY Y�
(c) Change in topography or ground surface relief
features?
FEr' li'A48T IOU—
(d) The destruction, covering or modification of any x
unique geologic or physical features?
f RA V BE
(a) Any increase in wind or water erosion of soils,
either on or Off the site?
+T� a�7bT s
(f) Changes in deposition or erosion of Death sands. or
changes in siltation, deposition or erosion which
may modify the channel of a river or stream or the
bad of the ocean or any pay, inlet or lakt? A�
Explanation:
.'f OF RENTON, wASHINGTON R EN-A"N'
EUVIROiPUBTAL CHECKLIST FORM a C�IGp1S� D,y
U
A
FOR "Ii CE USE JNLY \\ A �.•��`'� �/
Application No. &� reewle,n :- Lir•.' �1v ; CT., gtiNlNG DEQP
Environmental Checklist No. ":.a�-eor/ —"Q --
PRGPOSEO. date: FINAL. Jett:
Declaration of Significance Declaratio- of Significance
oDeclaration of Yon-Significance Declaration of Non-Significance
COMMENTS:
le - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
introduction The State Environmental Policy Act of 1971. Chapter 43.21C, ACM, requires
as s—T'T tateAnAnd local governmental agencies to consider envirdnmental values both for their
own actions and when licensing private proposals. The Act also requires that an EIS be
prepared for all major actions significantly affecting .he quality of the environment.
The purpose of this checklist is to oelp the agencies involved datcrmine whether or not a
proposal is such a major action.
Please answer the following questions as completely as you can with the information
Presently available to you. explanations of your answers ara required, or wnere
You believe An explanation would be helpful to government decision makers, include your
explanation in the Spica provided, or use additional pages if necessary. You should
include references to any -sports or studies of which you are aware and which are rale-
vant to the answers you provide. Complete answers to tness questions now will help all
agencies involved with your proposal to undertake the required environmental review with-
out innacessary delay.
The following questions apply to your total proposal , not just to the license for which
you are currently applying or the proposal for which approval is sought. Your answers
should include the Impacts which will be caused by your proposal when it is completed,
even though completion may not occur until sometime in the future. This will allow all
of the Agencies which will be involved to complete their environmental review now, with-
out duplicating paperwork in the future.
NOTE: This is a standard form being used by all state and local agencies in the State
Of 'aashington for various types of proposals. Many of the questions may not apply to
your proposal. If a question does not apply, just answer it "no" and continue on to the
next question.
ENVIRONMENTAL CHECKLIST FORM
.. BACKGROUND
Name of Proponent Ciry dF (2"actI LT-Ur'i5S ()cph
2. Address and phone number of Proponent:
aZC0 i Jl L Ave' s
I?cvT-N i,ilebsi
,23s - Qkait _
3. Date Checklist SLIO."ted FcP: 4 iri$f
4. Agency requiring Checklist CITY Of= (QGN roM
5. Name of proposal, if applicable:
-rAL.Bor Neu ellpeuNE - 64.)-599
6. Nature and hrief description of the proposal (including but not limited to Its
site, general design elements, and other factors that will give an accurate
understanding of its scope and nature):
Tf4C 1y5ro•i.nl?oN of %Mtt raAwiS IN 7,44.60T RO S
FR.C)«f T-LA&-r N,c� QC5C2WLML Ar �% Irl To ST. 1-0
5;2. Af+) IN S 43 '?wST To IN 1(0y MOSWr
Uuoe�cykn% TO T,ACIITr 0 S _Q_ f Al" �,I2e4;,
ur,i� _ i3e _z�"� rto- Alul'> YL" r,�E 1/bll.a .,farf:.clar.,e•!s
IN SCawC l ASts fNtffL ✓Ill 1gl^ ✓' eut:a. •*Ili1N j VetAlwSds
OF T.n%J S�A'ui rE Alfsi•Srad6 ZCYWI>
Aill the proposal result in:
(aj Air emissions or deterioration of ambient air
quality? 1<
RrM nC-"
(b) The creation of objectionable odors? ,{
TM qXM n0
(c) Alteration of air movement, moisture or temperature,
Of any change in climate. either locally or p(
regionally? M— w� nV�f�—
is xplahation:
a
(D) Water, Will the proposal result in:
Is (a) Changes in currents, or the course of direction of a
water moveeents. in either mLrine or fresh waters? A'
TM WNW 3' r
(b) Changes in absorption rates, drainage patterns, or
the rate and amount of surface water runoff? '1
M- AA7AL A0-
(c) Alteration% to the course or flow of flood waters? X
(d) bCho
odyin the amount of surface water in any water
Y•
(e) Discharge into surface waters, or to any alteration
surface water quality, including but no ietted to
temperature, dissolved oxygen or turbidity?
9E5•' ifA9$E R0—
(f) Alteration of the direction or rate of flow of
ground waters? •t
YM
(g) Change in the cuantity of ground waters, either
through direct iaditions or withdrawals, or through !
interception of an aqui'or by cuts or excavations?
RVW h� pQi
(h) Deterioration in ground water quality, either through
direct injection. or through the seepage of leacnate,
Phosphates, detergents, waterborne virus or bacteria. ,/
or Other substances into the ground waters?
TM I1' r,6—
(1 ) Reduction in the amount of water otherwise available
for Public water supolies?
off
Explanation:
(4) clora. Will the proposal result in:
(a) Change in the diversity of species, or numbers of any
species of flora !Including trees, shruos, grass, crops,
microflora and aquatic plants)?
iEf pA?8F
(b) Reduction of the numbers of any unique, rare or
endangered species of flora?
7"t — Rrm
SIT-
(c) Introduction of new species of flora into an area, or
in a barrier to the normal replenishment of existing 'l
species?
id) Reduction 1, acreage of any . ,ricul:oral crop' 'r
q1!
ru—
explinatiom: _
Y OF RENTON, NASHINGT111
Ei1ViROi1IVITAL CHECKLIST FORM
` � 1
FOR OFFICE USE DNLr i�.a� ri✓ �'�S
Application *Jo. 14,4r eslw. rc- V-c.'N. y /nYL.ljlsr, cr. 4y4D"
Environmental Checklist No. eel -'F`�
PROPOSED, data: FINAL , date:
ODeclaration of Significance Oaclaration of Significance
QOeclaration of Non-Significance o Declaration of Non-Significance
COMMENTS:
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Is Introduction� The State Environmental Policy Act of 1971, Chapter 43.21C. RCY, requires �e
a s-TT late and local governmental agencies to consider environmental values ooth for tneir
own actions and when licensing private proposals. The Act also requires that an EIS be
prepared for all major actions significantly affecting the quality of the environment.
The purpose of this checklist is to help the agencies invol,ea determine whether or not a
proposal is such a major action.
Please answer the following questions as completely as you can with the information
presently available to you. Where explanations of your 4nsoers are required, or where
you believe an explanation would be helpful to government decision makers. Include your
explanation in the space provided. or use additional pages If necessary. You vcculd g
include references to any reports or studies Of which you are aware and which are rele-
vant to the answers you provide. Complete answers to these questions now will help all
agencies involved with your proposal to undertake the required environmental review with-
out unnecessary delay.
The following questions apply to your to cal proposal , not just to the license for which
you are currently Applying or t4, proposal for which approval Is so wil l alught. Your answers
should include the impacts wh+ ;11 be caused by your Proposal when it it allow
a,
even though completion may not .car until sometime in the future. This low all
of the agencies which will be ir,olved to complete their environmental review now, with-
out duplicating paperwork in the future.
NOTE: This is a stane#rd form being used by All state and local agencies in the State
of Washington for various types of proposals. Many of the questions may not apply to
your proposal. if a question does not apply• just answer it ,no` and continue on to the
nest question.
ENVIRONMENTAL ChECKLIST FORM
I. BACKGROUND
1. Name of Proponent CIT`/ OF ( tift`r J i,T01",65 Ihpr
2. Address and pnone number of Proponent:
QOO Hlw 46C 5
1?6NTON weed c42K;%`iy
,R3i - 'wiio3e —
3. Date Checklist submittal h¢8 4 ici So
4. Age.`c'r requiring Checklist CI Y Of (2lN70P1
'i. Name of proposal , if apPllcable:
7ALGor Hiu riG6uNE — w+ 5`H
5. Nature and brief description of the Prooasai ;inc'cding but not 1 .mited to Its
sire, general design elements. ar�d other factors that will give an accurate
understanding of its scope and naturem :
Ti1G 1fUS%•IUNI1;7M of "rfrLMeVW. -IN 1puBc i an S
FRc`r f T•s�3srtL (2E5 C;L/uI Z A7 St Iq re ST iJ
_ K 4A R2 17 ANC Po S 43 r?a 7 To in, No-7 0008i6,
(,440Ey 4014, 'TO 7A 501' aw S Tye PyE ,9rtt:t
wK� Ar 24 'zy sewn rL I), Tyr rra„a ae7cfrf�e s .
_ IN C*aw[' C f5 .+1Iw" Vft4uSL-
(,,f. 7Wu rY'PA'cR fE A'iE55.e46 -LO'VC'si
j
. xa,
mod./
w^55'1
FINAL DECLARATION OF PJi�77-SIGVII'1Ch:.C'i::
�Pllcatiun Nu{s) :
w-`i'3 9
Environmental Checklist So;
Ec I—U11-81
Description of Proposal:
— - Ltstallation of trans-
mission water mains
Proponent: City of Renton
Location of PrcPosal:
Talbot Road South
from South 19th to
south 43rd .Street
Lead Agency:
Uril_ties !>ngineering
D
This proposal was reviewed by the ERC on February 11 , 1981 ,
following a presentation by lt£uhard Ruughton of the Public
Works Department.
Incorporated by reference 111 the record of the proceedings
Of the ERC on application FCt'-011-81 axe the following:
1 ) F.r.vironmental Checklist Review Sheet, prepared by:
Ronald Olsen DATED: February 4, 1981
2) Applications: W-599
3) e..commendations for a declaration of nun-signific.,gce.
Engineering, Building, Planning, Traffic Engineering,
Park::, Police and Fire Departements.
Acting as the Responsible Official, the F.RC has determined
this development does not have significant adverse impact
an the environment. An i3IS is not required under RCW 43.
21C.U30(2) (c) . This decision was made after review by the
iead agency of it Complete environmental checklist and other
information on Ile with the lead agency.
Reasons for declaration of environmental non-significar. -e:
Will not adversely impact adjacent properties.
Signatures:
oc. Ne. sun, Bu is r,g Director Vivid Clemcrr,, Act I. .
` Planning Director
Public Works Director /
DATE OF PUBLICATION: Februar- 15,. 19R1
6Yi?IRPalo:H OF APPtiAL PERIOD. March I , 1981
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d� nl r.�nld pil.,t a t J LI r u r C .ba III,, J )I 11 1 11i 1.. ! d 4 r:'ti 2 11r I $1
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.n.4 It ray.9w ,'`pP 544
Wa,hing*nn Thar:he anruml..a notice
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somber,dannR aVJ of.<,IW pernul Ih.sr the ivll lnI.ant a.J the let, mit Ign
cha ted for the for-ogalnR piablicuUua t.. the •m of f 3 6.65whi:a reatavrxnp twlh drlvm
has heen.Quulmfuti:af she rare a.J per folio ofoat baVd"'s ward:,fin the.. y 'oOGV."CnisalJ
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pp>;:
76G9.
i
/ OF RENTON, WASHINGTON
EiViROUPIE1TAL CHECKLIST FJRM i
FOR OFFICE USE ONLr
Application No. L. 'ATrc <Is• 'r s .'• ,. v ' T�.�-1,['/i. , P
Environmental Checklist No. '11040
PROPOSED, date: FINAL , gate: _
aeclaration of Significance necla,-ation of `iar,'icance
❑ 9e:laration of Non-Significance a Oeclararlon of Nqn-Sign ifiGance
COMMENTS:
1� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . }�
Introduction The State Environmental policy Act of 1971. Chapte- 43.21C. RC4, r,qu, ;es
a state and local guvernme tal agent is to consider en,ironmental values Sotr for ncir
own actions and when licensing private proposs'; The Act also requires that an EIS cs
prepared for all major actions significantly affecting the quality of the environment.
The purpose of this checklist is to nelp the agent is involver determine whether nr not a
proposal is such a major action.
?'ease answer the following questions as completely as you can with the information
pr*sentiy available to you. where explanations of your answers are required, or where
you believe an explanation would Oa helpfu' to government decision makers, include your
explanation in the space provided, or use addittunal pages if necessary. Yoa should
,nclude references to any reports or studies of which you are aware and which are rele-
vant to the answers you provide. C,.mplete answers to these questions now will help all
agencies involved with your proposal to un .ertake the required environmental review with-
out unnecessary delay.
The following questions apply to your t.tal proposal , not just to the 'icons* for which
you are currently applying or the proposal for whrth approval is sought. Your answers
should include the impacts which will be caused by you- proposal when it is eompl4t4d,
even though completion may not occur until sometime it cne future. This wit; allow all
of the a9yentte5 which will be Involved to complete ta,ir environmental review now, with-
Out duplf catinq paperwork in the future.
NOTE: -his is r standard form being used by all scats and li,eal agencies it the State
of 'aashington for various types of pro,dsals. Many of the questions lay not apply to _
your proposal. If a question does not apply, just answer it 'no" and continue on to the
next question.
ENVIRONMENTAL CHECKLIST FORM
BACKGRCUND
1. Most of propdrent CITY CF P"J1rt714 L♦r,ur,('S ()tpr
2. Address and phone number of sroponent:
,230 M," AX-- 15
QGwroM ,,;,)han Hfkr,y _
j. Dat4 Checklist submitted i:;:O, 4 I, S1
4. Agency requiring Checklist �._ JAY Uf (<"Ln:iC 1 _
S. 'fame of proposal, if applicable:
_rALgLlr HiLL eipfuNc- - t'J-5` 1
5. Nature and brief descrlption Of the proposal (including but not limited to its
size, general design elements, and other factors that will give an accurate
understanding of Its scope and nature):
-MC 11klSi4,tylii ag C+f C..Ss7tRNA4LJ" r,i -r,4# is. i Rp S
F/2" �1 7a�ry' Y itsi, ,.(jtt✓iJuZ.1k' 'Sq,
i Bw
A." ' }LJ ,T z .in .y I "ice To IC 1 eswia.
I,INzk;lfClk,.L,vJ(^ T,. "h't i'+^
j.Uh r7 " „2,,ra
OF 7;.uJ •.i:r'A'Y/.+,'€
a; m
Date circulated: _ ��.� Comments due:
I4VIRG%MF %IAl. CIII CKL IST REVIEW SHEET
ECF
APPLICATION No(s) ,
PROPONENT: U' Ty of Q6NT'av A46c,t „ o4a, U„u7( S
PROJECT TITLE : )ALPU'T N,Ck. IAPC-uelr,
Brief Description of Project : t/�(S7f�„L.,e7�.,u of r-4�y�,y �
LOCATION; TA:,Bc7 S 43-'-- s
SITE AREA: BUILDING AREA (grow) Nip.
DEVELOPMENTAL COVERAGE (%) :
u
IMPACT REVIEW NONE MINOR MAJOR MORE
INFO
1 ) Topographic changes:
2 ) Direct/Indirect air qualiL, :
3) Wate: 6 water courses:
4) Plant life: j
5) Animal ) : fe:
6) Noise:
7) Light h glare:
8) Land Use; north:
east: _
south:
west:
Land use conflicts:
View obstruction: _
9) Natural resources:
ID) Risk of upset. :
11 ) Population/Employmel"
12) Number of Dwe '. lings :
13) Trip ends (ITE ) :
traffic impacts :
;4) Public services:
15) Energy:
16) Utilities:
17) Human health:
18) Anesthetics:
19) Recreation:
20) Archeology/history :
COMMENTS:
Recummendatione DNSI DOS, _ More Information,__
Reviewed by : 1ltles
Date :
FORM: ERC-06
i
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STA /3y-@5 .PT /2/�' _ \ r tit
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AC-TE�E' G,PE9_3Uf,�� PULP/TY TE'sT, CITY 1�VicL � �
C0/'✓1VEC7- To EX'97-
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Fir<CE1'v'ED
DES. .; 2wl .
CH2IM YA" JU'J 2B �sao
as HILL c6o6
■a ff1 K. Nfr 39�g3•t G'di7
'Tr
nar0• GP jENT
SHEET
TALBOT ROAD PIPELINES „F
STA 3 + 20 TO 15 + 00 pATE JUNE 1980
GAG,
NO. S13631 Al
le ,PLUG w/ 7-41 BO ASS 3p
TEMP) AFTE P P.f'c=SSUif�10 o \
oU,P/TY rESTs, C/TY Yt//GL f- A '
CtW/"I�FCT TO E.XST /2"
wI /2' MC /V/PPGE
_S74
/ =40 xrr« tact
45' BENp MJXMJ) a NFL Sca3a-23^S
STf7 /rJ�ZO GT :5' O_ CRa.zsix'6 c�ws� 'r
T Yr^E F TEsT t:iv of PEsise
)T ROAD - I
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STA STA /jy00
T m
�T �J.Y.'.3.E�' �7L._L'I('.ii�Sj�y
D71,V
ITY OF HENTON SttcETZ
CH>>ti1 WaSHINGTON TALBOT ROAD PIPELINES or
1.O HILL CHOT HILL PIPELINES STA 3 + 20 TO 15 + 00DATE DUNE tdAl
ac iNO, S13631
RICHARD W. LOMAS, M.U., F.A.C.S., P.S.
May 15 , 9po
Mr. Ron Olson
Engineering Division
City of Renton
City Hall
Renton, Washington 98055
� _ar Mr. Olson ,
I authorize you to do a preliminary survey on
our property frontage on Carr Road.
I am enclosing copies of our lot descriptions.
Sincerely,
Richard Lomas,M. D.
¢ cc: Mr. Daryl Connell
R.M.H. Co.
f
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"The(hKlor Plate"
�__.-�_ _...._...__..�.. 17900-A Taib,ri RnaJ South • ReMun, W.hunReun 99055
2351200 % x:
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E
F,%tlt dTT "A"
S 43 R,J 5TR&-EFT _- .
i
' ' N
TE1X LOT 39
/ Fi15E1L1ENT /
// ZO -remC ARY "
6ASEME/JT (-r✓PJ
7AX LOT —
/ I
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64SCMG�NT/ / /
2 20 I PMRMENENT
/ EASCME/lrr (TYP)
/ / 1'- F�1 SCM6NT ,'1
TAX LOT C/ TAX !OT G
E65EMENT LOCATION
No. 3
PERMANENT EASEMENT DESCRIPTION
A strip of land twenty (20) feet in width lying ten (10)
feet on each side of the following described centerline,
said strip being situtated in the Southwest quarter of
the Northeast quarter of Section 31, Township 23 North,
Range 5 East, W.M. , in King County, Washington, more
particularly described as follows:
Beginning at a point on the southerly line of that tract
of land described in File Number 8004070233 Office of
Records and Rlections, King County, Washington, Eaid point
being South 88*59' 04" East 68.5 feet from the southwest
corner of said tract; thence along a 11" 371 47" Degree of
r, Curve to the right a distance of 126.19 feet, having a
chord which bears South 9"26' 55" West 125.85 feet; thence
South 88059' 04" East 305.0 feet more or less to a point
on the westerly line of that tract of land as described
in File Number 7912180684 Office of Records and Elections,
King County, Washington, said point being North 1056' 49"
East 10.0 feet from the southwest corner of said tract.
TEMPORARY EASEMENT DESCRIPTION
A strip of land 20 feet wide along and abutting both sides
for the full length of the above described permanent easement.
No. 2
PERMANENT EASEMENT DESCRIPTION
A strip of land twenty (20) feet in width lying ten (10)
feet on each side of the following described centerline,
said strip being situated in the Southwest quarter of
the Northeast quarter of Section 31, Township 23 North,
Range 5 East, W.M. , in King County, Washington, more
particularly described as follows:
�s Beginning at a point on the easterly line of that tract of
land described in File Number 8004070233 Office of Records
and Elections, King County, Washington, said point being
North 7051 ' 37" West 235.7 feet more or less from the
southeast corner of said tract; thence along a 10057' 44"
Degree of Curve to the left a distance of 1.49 test, having
a chord which bears South 48°52' 02" West 1.49 feet; thence
along a 11037' 47" Dogree of Curve to the right a distance
of 276.56 feet, having a chord which bears South 32* 52' 03"
West 272.94 feet to a point on the southerly line of said
tract, said point being South 88` 59' 04" East 68.5 feet
from the southwest corner of acid tract.
TEMPORARY EASEMENT DESCRIPTION
A strip of land 20 feet wide along and abutting both sides
for the full length of the above described permanent easement.
4
No. 1
PERMANENT EASEMENT DESCRIPTION
A strip of land twenty (20) feet in width lying ten (10)
feet on each side of the following describes ^enterline,
said strip being situated in the Southwest quarter of the
Northeast quarter of Section 31, Township 23 North, Range
5 East, W.M. , in King County, Washington, more particularly
described as follows:
is Beginning at a point on the easterly projection of the
northerly line of that tract of land described in File
Number 8004070233 Office of Records and Elections, King
County, Washington, said point also being on the southerly
right-of-way line of South 43rd Street, and South 87022' 23"
East 232.96 feet from the northeast corner of said tract;
thence along a 10057' 44" Degree of Curve to the left a
distance of 437.43 feet, having a chord which bears South
24053' 20" West 424.78 feet to a point on the easterly line m
of said tract, said point being North 7*51' 37" West 235.7
feet more or less from the southeast corner of said tract.
TEMPORARY EASEMENT DESCRIPTION
A strip of land 20 feet wide along and abutting both sides
for the full length of the above described permanent easement.
i
Date cireol is -ii -
[kbINOkMIVIAI rill CKI I'il fit CIIY '.11ll l
fcf _ '//
APPLICAHON
PROJEC l 11 111
Brief De!'crlpt .on ul PI
LOCA11ON
SITE. AREA: Hill 1111%C Arl 'A
DI VELOVIII-NIAl flll'I. RAfJ
t IMPAUI RI VIF 41 'I!)''.,I }ll ,�l�;; �A 11H'
1 ) Tupoyr aphlr ct,nnyi••,:
2) Ds rnrt/I rj,1i r'ert air (jrnrl If
3) Water d iatcr ,oursen
4) Plan) life; /
5 ) Animal life:
G) Noi se.
•
. 7) Light h glare;
Rj Land Il:;e; north:
east :
:,oath:
Vnst
an u.., "onl lief •, :
View obstruvtiun :
9) Natural resources:
ID) Risk of up,,^I. : _ __��-�----
11 } Pops)lation/L all)loymerit :
121 Number of Dwellinyo:
13) Trip ends ( lit ) :
trafrir. impnctr,:
14) Public services:
15) Energy
1 ) Utilitiass
17) Human health: i
19) Aeoth(itics;
,9) Recreation: I
20) Archeol:jyy/hir:tory: 1
COMMENTS:
E'i,rr
Re romme n da t itinI I - GO .� rl,lrr• infclrmwl ion„�_�
Reviewed by :
I ;77l '-/.,
Date:
FG1C4: LRC.06
I�
M_
Oats rlr, � . I • f-n, :vnt
E hVIRM"INIAI. CHIM ISI RI V11Y sill[ [--1—
ECf _ ."// i
APPLICATION No(a).
PRUPONLN'I: (""r ,I rl f', e„�. ,., .. r •re' „ .
PROJIC1 [ I III
Brief Dc::cr ipt
LOCAT1n'! :_ -l�rtr.. i 4i (, r• I .(
51TE AREA: B1111DINC Afo (orn•; - )
DEVELOPMENTAL COVERAGE (^;) :
� IMPACT Rf_VIELI
u
N'ONI hrlNUtt I-in,Lt1R MORE
_ I"if0
1 ) Topographic change,:;
2) Direct/Indirect air g ,;, I
3) Water h wafer rout,(,:; :
4) Plant life:
5) Animal lif•, ; - -
6) Noise: _
7) Li'Ibt. 6 ylar : _
0) Land III;,,; north: A
a aRt : --
3utlt ll: _
West :
Land use confli(:Lf; e ~_
View obsI..ruc: inn:
9) Natural
10) Risk of upset;
II ) Population/Employn,ent . ��-
12) Number of Dwollintpi :
13) Trip ends ( fit ) :
traffic impacts:
1 ) Public services: _
15) Encrgy ; MI
16) Utilities:17) Human health:10) Aeathrtic; •
17) Recreation:
20) Archeoloyy/hiatnry:
COMMENTS:
Rerammendat It D•,•;I _ EMS.�.�_ Mar♦ Info rmat
Reviewed by :
Doter
FORM: ERC-06
b,'
j
Ontr• r er rnlaf ,•dC i rrt -. Ali ire .
1%VI ROW tIAt UltCKI15t RIVIIW SHIM
A, PLICATION Nu(::) ,
PENPONENT : ('00 i i r,' ru. , :,•,.i
PROJFCI TIIIl. :
Brief Oe,:rriptiun oI
wF irn .,n,ti'i
LOCATION: �, , I .1
SITE AREA: RUILIiI`.L. Ale ;ti ; qi .
OIVELOPME VIA1 e nV1 VAG1
IMPACT REVII. J Ar i�:�, r�r;�,� e•
11f0
1 ) Topographic clinny -- .
2 ) Oirert./Indir,ri curr •iu.rlrr.y ; K
S ) Hate.r 6 untor rnursps; X
4) Plant life • _-- X
S) Animal I i i
6) Noise-- 40
7) Lir)ht h glare:
H) Land 0sc; north:
east.:
nuuth:
vast :
Land use conflicts:
View ubstrurtion: _ C
9) Natural lu^.uurr
10) Risk of upset:
11) Population/tmploymen�� _
12) Number of Dwellings; lop 1
13) Trip ends ( ITE ) :
traffic impact, :
14) Public setvirr•a: ��
li) Enargy: V
e
16) Ut. ilitias; Y
17) Human he+elth:__`_ _ y
18) Aesthetic;: i x --
19) Recreation: .�
20) Archeology/history: k
COMMENTS:
Rerummendationt QNS1 C% p05 More Informat :-„
Reviewed byj__1 )a, litle :
OntoI -)
fO0.M: ERC-of;
�t
Daty cl rcu lit t-r.d; __ Iommcnf 1 ,
EhYlktlkNl \IAt C141extISt RIVItW slit I
ECf _
PROPONENT : (•, � 'r ' i
PRO,ILCI TITtE
11rief Deacripf lull of Prnjo, l ;�•
LOCATION: -rir. ,... • _ vt , ( ,.. . ,, .. r r ,{
511E AREA: 01111DING AR.f ,l (rlr
DEVELnPMLNTAL CDVLRAGi !°;) :
l IMPACT REVIEW Nil'Jt i4lA1R MA.Mi. MIRE l�
INf0
1J Topographic changes:
Z) uirect/Indirect :ur rlu;il, ty :
3) Watr,r h vatrr raur n
4) Plant life:
5) Animal life: _
is b) Noi•;,, ;_ V --
7) Light h yl:ire: t
8) Land One; north:
eaat:
south: _
ve9t
Land use conf"l irta ;
View obe,truction:
9) Natural resource•:; T-
10) Risk of upset: t
11 ) Population/fmploymenf :12 ) Number of Dwellin.
13) Trip ends, (ITE ) :_
truffle lmpact�;:
14) Public 3ervYien ::__
r—
IS) Energy :
16) Utilities:
17) Human health:
19) Aea lie I.ien: '
19) Recreation: t ��
20) Archeology/hir.tory:
COMMENTS :
Rerommendat ions DN51 Y_ DOS_..v! 'torn Infur-,at ran
Reviewed byi / fr ,••G •, L- :. �j,J rylttles
Date:
rORM: CRC-06
i'
Date circulated:
fun�ents .lu.�;
I %VIH0%Mt111AL CIMCKLISI RIVIEY SMtLI
ECF
APPLICATION No(s),
PROPONENT: ('r!•I fi f.i Nr:
PROJECT TIILF:
Brief Description of Prsje(rt :
LOCATION: Gnr, ,
SITE AREA; HU1101NC ARIA
DEVELOPMENTAL LOVFRAQ (a) :
� t•
IMPACT REVIEW NONE_ MINOR MAJOR rtORL
! ) Topographic t:hange.^,; N f 0
2) Direct/Inds rcrt a ; yoaIi Ly;
3) Water A vater ( a;;r r•�: :
4) Plant life:
5) Animal life:
6) Nuiue:
7) Liyht d ylare ;
R) Land Use; north:
east :
south:
West •
Land use conf 1 ict .:
View obutruction: fio�Lrae�rr`_"C
9) Natural re::ourrr•s :
10) Risk of` upsets------------------
11 ) Population/fmpluyment :
12) Number of Dwellinrl,.: ]
13) Trip ends ( ii ! ) :
traffic impact,, :_
14) Public service:::_
15) 1.ncryy: T
16) Utilitiest_ —�—�
17) Human health;
18) Aesttrrti(,�; :
19 ) Recrr.ation:
20) A r c h e a I uyy/!;iet0 ry:
COMMENTS:
Rerommendstiont ONSf Zi — qfl; "ore Inf:)rmat :;;n _
Reviewed byt- * �ftncell,__��Ilttr. : n
Date:
FORM: ERC-Or,
i
DateCCF r.irrulated:
[tbIRD" 9g'A' "If CK1. IL1 RiV11Y SMEE.f
APP[ICNIION No(,) .
PROPONENT (`,l •I
PROJECI I III t
Rrief Dr:,cripttnn of
19CATION: i,,,. •
SITE AREA: HUILDIA'G ARIA
Cyroo� )
DEVCLDPMfNIAI. CDVtR {r,f_ i : ------ -
� — iR
If1PAcr ki vir W , MAWH
1 ) Topngraphiv rhangr..;; —
2) D:rect/Indirert air JI , I ,
3) Water & wafer cuursvr : k -
4) Plant lifr :
5) Animal life ---------------
: u
G) Noise ; \
7) Light 6 glare :
d) Land use; nortf
eaot :
south:
vest :
Land use cunflios..
Vier obstruction:
9) Natural resourr-n:
1 ) Risk of upset : R�
1
1) Population/Employmcrrt.
12) Number of Dvellings:
13) trip ends (11E) :
traffic impaot,:'�— ---��.
I4) Public servirrs: ( "�
frieur
15) utillltiv-:
!b) Utiliti,*���
17) Human health:
-�_ k I
!d) Aeatbetics:—_ k
19) Recreation:
20) Archrofoyy/hfetury; ir
COMMENTS:
Rr rommF,rdat Inn: ,yq+11 pS r
Reviewed byl
Dote:
FORM; ERC-Of,
j
Dafe ctr, u lul1 :___ -
_ ,'d'nrnl dui. .
f%V IRO%R( itIAt rill CKl..151 RI.VII.Y Sill 1
ECF
APPLICATION No(s) ,
PROPONENT : (','•l r 1
PROJECT 11 111
Grief De;rcripl nin of Pr�j •, t ; ,
LOcATi(jNs
SITE AREA :
DEVELOPMENTAL EOVIRAU (; } ;
r{) Y
IMPACT Rfvjuw NONf Ml%mf M:1J1J1l
1 ) Topeyraphic shun-y ✓
2) Direct/Indi reef air y ,,+ l , l y ; v
3) Hater 6 water (•uur::c.> : v
4) Plant lsfes -�
�) Animal lifc�c
6) Noise•
v
7) Light d yla r,r •
8) Lnnd Use; north:
east :
south:
crest
Land rise conflicts..
View obstruction:
9) Notural renources: U.
10) Risk of upsot, �� v. '—�---
11 ) Po; ulation/Employment : I �
12 ) Number of Dveilirsyn: ��
13) Trip ends (ITT ) : --�
traffic impacts :
14) Puh] ic servi(,e.;:
IS) Energy..
16) Utilities:
17) Iluman health: �..
18) AesLheti(,;3 :
19) Recreation:
20) Archeologylogy/history:
COMMENTS:
Recommendations DKSI >/ DOS Mgrr InforinatIon _
Reviewed byt< l,�'.
Onto :
FORM: CRC-o6
(a) Sewer or septic taniS'
1-cam U7F F,
(t) Storm star drainage? X
i'M pr= Tr
(f) Solid waste did disposal? fES E X
Explanation: SV'41w- OL7 24 Sf, s✓0r0` 101 wu— 0547 /uWG,eN•lJN(O
(17) Human Health. Will the proposal result in the creation of
anyheealthnazard or potential neelt9 hazard (excluding
mental health)?
7Er 'TAF9E
EAPlanation:
a a
(16) Aesthetics. Will the proposal result in the oostrucrion of
any scenic vista or view Open to the public, or will the
proposal result in the creation of an aesthetically offensive
site open to public view? TM qr=
Explanation: _
(19) Re-reation. Will toe proposal re'.ult in an impact upon the
Quality or Quantity of existing rt,reational Opportunities? VES RITE a
Explanation:
(20) Arch plo 1Ca1/His torlca__. Will the proposal result in an
I to ration o a signi 'cant archeological or historical
site, structure, object or ouilding?
Explanation:
SIGNATURE
1, the undersigned, Stata that to the best of my knowledge the above information
is true and complete. It is understood that the lead agency may withdraw any deCia-
ration of non-fi9nifiasnce that it might issue in ralianpt upon this checxlist should
there be any willful miarepresent.tion or willful Ia `lf full dlsc osure On my Part.
Proponent: J
s ed
QJN&L,rJ l C/Wpr
,name Printeo/
City of Renton
Planning Department
6.76
CH?M
NHILL
enginevrs
pldnncrs
ccunomists
s(jentl5ts
August 22, 1980
513631 .A7
Mr. Ron Olsen, Utilities Engineer
Department of Public Works
Municipal Building
200 Mill Avenue
Renton, Washington 98055
Dear Rcn:
Subject: Pipeline En-eme. at Valley General Hospital
Attached is a description of the permanent easement re-
quired for the pipeline adjacent to the Valley General
Hospital property. We understand that the City will.
pursue the securement of this easement following this
notification.
Please call for clarification.
Sincerely,
os� Miller
ab
Attachment
so.Mr oew
1791 11401 A,rn.C f Nvllav�m.N'achmut m 9MX)4 816A41 WWI
STATF.OF DEPARTMENT OF TRANSPORTATION
WASHINGTON .e,.a,.« .0 6r,:, ,....A- s,_'-A!41-1 M1,116
r,,.y Lee Rey
[K/lV/1bl
August 27, 1980 RtwvEu
�• AJG 2 1980
rity of Renton wobn
iblic Works Department
200 Mill Avenue South
Renton, Washington 98055
Attention: W. C. Gonnason
SR 515 CS 1741
Renton Vicinity: Carr Road to Grady Way
M-1061
City of Renton
Permit KENT 4487
Gentlemen:
Ir response to your request we are enclosing the original and one copy
of the permit.
Please sign in the spaces provided. You are to retain the original
and return the copy.
No Mork is authorized until this office receives the copy
Please call us at 764-4247 to arrange a preconstruction conference prior
to "on site" construction.
Very truly yours,
J. D. ZIRKLE, P.E.
District Administrator
eo
ii. SEMENOCK, P.E.
0 strict Utilities Engineer
7213 Perimeter Road South, buite 201
Seattle, Washington 98108
ROH:ss
Attach.
7 PUBLIC WORKS DEPARTMENT
TMT _ DESIGN/UTILITY ENGINEERING 9 235-2631
1 MUNICIPAL BUILDING 200 MILL AVE SO. RENTON,WASH.99056
Oa a` I
7?E0 SEP'E
BARBARA Y. SHINPOCH September 17, 1980 I�
is MAIOR
H.J. Semenock, P.E.
District Utilities Engineer
7213 Primeter Road South, Suite 201
Seattle WA 98108
Subject: SR 515 CS 1741
Renton Vicinity: Carr Road to Grady Way
M-1061
City of Renton
Permit KENT 4487
Dear Mr. Smenock:
Enclosed please find a copy of the utility permit for the above referenced
project.
This copy has been signed and sent to you as per your requ .st.
Very truly yours,
Runald L. Olsen
Lead Engineering Specialist
:ckd
Enclosure
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�(6"ie5 IF MATERIAL RECEIVED IS NOT AS LISTED.
•1,- - / Q'�� PLEASE NOTIFY US AT ONCE
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Attn:
WE ARE SENDING YOU
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ATTACHED ❑UNDER SEPARATE COVER VIA '
S
❑ SHOP DRAWINGS
O TRACINGS
x PRINTS ❑ CATALOGS
❑ DOCUMENTS ❑ COPY OF LETTER
❑ SPECIFICATIONS
COPIES DATE
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REMARKS R_D�f_ YJG f C� , l C�TiO/7 O
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CITY Of RENTON CLAIMS FUND WARRANT .
R YENION WASNINOION 90055 „
NO. 29332
••••••♦105.00+•
F4 v TO THC
ORDER OF MASH STATE TREAS 7/14/80 •+f••+�106.00
rrOr`nur Np' L ��in l�u•L 1r
Pet ALLE Af YAP IHYU -
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PEOPLES NATIONAL BANK [�.•'
118243321' T: L25000L05CO2L8w000016
M
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At
Ai'LICATION FOR FRANCHISE OR PERMIT
STATE Or WAS!IINGTON
DEPARTMENT OF TRANSPORTATION
STATE OF WASd INGTON
Uf PFRTIIENT OF TRANSPORTATION
District No. 1
61431 Corson :venue South
Seattle, Washington 98108
Telephone: 764-4231
G_ntlemen:
Application is hereby mode for a permit to construct,)apomudeexand
auckwttxyx a back slope
u•>0n (across) a portion of SR 167
in __Lkita. County, Washingtor,
described as follows:
The ground elevat a adjacent to the DOT SR167 right-of-way is to be lowered for
construction of a water pump station owned and operated by the City o` Renton. It is
proposed that the ground elevation on the DOT R/W be lowered for uniformity of adjacent
-ound elevations. See attached proposed site plan. All disturbed ground surfaces on the
JT R/w will be restored with a hydroseed cover.
The following paragraph shall apply to utility franchises and permits only!
Fees In the amount of $ 35.00 _ are paid herewith to defray the basic administr•3tive
expense incident to the processing of this utility application accordifg to urtheraomoun�.snas
Adnivistrative Code 252-04, and the applicant further promises to pay
st. of
shall be billed, if any, in relmhursenent of tl•�c actual ;cation,the Washington Stare
Department of Transportation in investigation of the app
The City of Renton, Kinq County, Washington
,
the undersigned, -ibmlt6
said�ication and accepts the conditions as set forth above.
Mr. Ron 0' ;nn 19
Public wor-s Department Dated this ' day of ; _,
Municipal Building
p ' 7ress: 200 Mill Ave. S.
Renton, WA 99055
1T. i -phone No. (206) 235-2631
C� r •t
D01 re-m 224-66o Signed ---
n>v sui 9/26/77
AI X/J 10N FOR FRANCHISE OR PCRMI ,
STATE Or WAS;!INCTON
DEPARTMENT OF TRANSPORTATION
STATE Of WA. IP of)
DEPARTMENT OF RANSPORTATION
District No. 1
61'.31 Corson Avenue South
Seattle, Washington 98r68
TcfePhorae: 7fJr-4237
Ge-tleren:
Application is hereby made for a _ Permit to construct, operate and
maintain a 12" water line, a 16" water lino and an 8" Sewer line
Proposed SR 515 intersection TR2 in Kin
upon (likjkk!!! a portion of iltxxxxxxxxxxxxxy*k„xxykvx,,,,,,xxx _ - Co ty, Washington,
described as follows:
A new 16" waterline will be constructed to replace the existing 20" waterline.
A new 12" waterline will be constructed to replace the existing 4" waterline. A new
8" sewerline will be constructed to provide sewer connections to residences to the
south. All new pipelines will be laid to depths that will allow further construction
of the highway intersection. Ground surfaces will be restored to existing. See
attached Plan and section.
The following paragraph shall apply to utility franchises and permits only:
Fe^s in the amount of f 35.00 are paid herewith to defray the basic adminlst-ative
expense incident to the processing of this utility application according to Washir_lton
Administrative Code 252-04, and the applicant further promises to pay further amounts as
$ball be billed, if any, in reimhurserient of the actual costs of the >dashington State
Dbpartment of Transportation in investigation of the application.
The City of Renton, King County, Washington
soldapplication and accepts Nye conditions as sot forth above. the undersigned, submits
Mr. Ron Olsen
Public works Department
Pa Dated this "' ) day of i� , /, , ;9i,
Municipal Building '—
Aedress: 200 Mill Ave. S. f ,
Renton, WA 98055
Telephone No. (206) 235-2631
UO"r corm 224-660
Wised 9126177 Uigned '
,.4
VA _ICA110u FOR FRANCCISE OR PERMIT
STATE OF WASHINGTON
DEPARTMENT OF TRANSPORTAT,014
"T,JE Or WASHINGTON
DEPARTMENT OF TRANSPORTATION
District No. I a
6431 Corson Avenue South
Seat�le, Washington 98108
Telephone: 764-4237
� Ge nt le nq n:
Application is hereby made for a permit to construct, opera u and
maintain a 16" water pipeline
upon (across) a portion of SR 167 in King County, Washingtor
uescribed as follows:
A new 16" waterline will be constructed west of the bridge S. 43rd St.) hat
will connect a proposed pump station and the existing 24" waterline located bene th
the bridge. A new 16" waterline will he constructed east of the bridge that wil
connect the existing 24" waterline located beneath the bridge and he existing c-.ty
water system. See attached plan and section.
Ti-c allowing paragraph shall apply to utility franchises and permits only.
Fees In the amount of $ 35.00 are paid herewith to defray the basic administ ative
expe,se incident to the processing of this utility application according to.Washlmiton
Administrative Code 252-04. and the applicant further promises to pay furthe'. amOL '.s as
I shall be billed, if any. In reimbursement of the actual costs of the Janhington St-te
D,.partment of Transportation in Investigation of the application.
;ity of Renton, King Count}, Washington
ttv undersigned, submits
bid application and accepts the conditions as set forth above.
Mr. Ron Olsen
Public works Depart-+ent Dated this /'/ day ,f 19;r,
Municipal Building •
A nd r :5s: 200 Mill Ave. S.
Renton, WA 98055
1.A ephone No. (206) 235-2631
`C)T Form 224-6€0 — -
i �+visad 9/26/77 Signed
F_h1 Front.--
M1-, Ifon Olsen — —
Date:
To:- ubllG WOI'*1 -Qe/DL, Project No. Al-
Our _
IF MATERIAL RECEIVED IS NOT AS LISTED
6 V PLEASE NOTIFY US AT ONCE
Attn:—RC4 t0rl, —
Re:
WE ARE SENDING YOU
ATTACHED p UNDER SEPARATE COVER VIA
p SHOP DRAWINGS ❑ TRACINGS
p PRINTS CATALOGS
D)CII`-NTS D COPY OF LETTER
p SPEC,F'CATIONS D
COPIES DATE ITEM —
.........
QOT A/ --
/ Ap,_ Per, fir P�,rt,'f (/z r i6 f`:'s)
REMARKS
FORM 6
COPY TO __m-_.__..__._-__..- -_-__.----.------. REV Y.n
10,
k•attic%1;�t(•r DepartmentU
Kenneth IN Lowtnien.Superinten0n,
che,bf Rote, ku",
June 20, 1980
6 •
Joseph R. Miller
CH2M Hill
1500 114th Avenue S.E.
Bellevue, WA 98004
Re: Talbot Road Pipeline Crossing CRPL 04 _
JCS
Dear SiF:
We have reviewed your letter of June 16, 1960 and attached Plan
Sheet 2. regarding proposed 16" Renton Waterline crossing under
the 60" ID Cedar River Pireline :h:mber 4 at Talbot Road and
have the following commen..s:
1. The invert elevati -)n of 172.61+ noted on your profile for
CRPL N4 is apprcximately correct for City of Seattle datum;
however we suspect your plans are not drawn to City of
Seattle datum and adjustment to correct datum should be
made.
2. Plan sheet did not note what material is specified for the
16" Waterline.
3. Is cathodic protection or other type of corrosion protection
being proposed If cathodic protection is installed test leads
should be installed on CRPLN4 to check effects on rebar and
c linder.
4. Extreme care should be taken when working in the vicinity of
CRPL N4 so as not to damage this critical pipeline.
sincerely
E� e
WMILLIER, P.E.
Dirfector of Water Management
q nd Engineering
(' LVLL)
cc: D. Emerson
L. Gowey 2 7196.
City of Renton
GiTy OF RMTON
PUSLK:WORKS
JWM:jhe
ity of Seethe—Wetw Deptn"m. 1015 Thad Ave^ue.I th fluor.See111e Wefh',Wt 661W 12M.62141e6
{r
IMO
1
OF R f.
f z PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING • 235-2531
MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.SW65
0 LP
N?Eo SEV. .
BARBARA Y. SHINPOCH July 1 , 1980
MAYOR
TO: Finance Department
FROM: Warren C. Gonnason, Public Works Department
SUBJECT: Permit Fees Due - State Department of Transporation
for: 1. Talbot Hill Pump Stdtion Site
2. S. 43rd St. Pipel 'ne Sta r"00 to 7+00
3. Talbot Road Pipeline Sta 3*20 to 15400
Please prepare three (3) Warrants in the amount of $35.00 each in favor
of: State of Washington Department of Transporation
District No. 1
6431 Corson Avenue South
Seattle WA 98108
This should be drawn from account 9 415/000/15.534.30.65(09).
Warren C. onnason, .E.
4r
AH:ckd
`b 1 n
OF RFC
o PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 0 '35 26JI
z
o MUNICIPAL BUILDING 200 MILL AVE-SO. REN70N,WASH. 98e!:.:
9y e
P
OggrEO SE"EV'gE
BARBARA Y. SHINPOCH July 1 , 1980
MAYOR
TO: Finance Department
FROM: Warren C. Gonnason, Public Works Department
SUBJECT: Permit Fees Due - State DeparUment of Transporation
for: 1 . Talbot Ilill Pump Station Site
2. S. 43rd St. Pipeline Sta 0+00 to 7+00
3. Talbot Road Pipeline Sta 3+20 to 15+00
Please prepare three (3) warrants in the amount of $35.00 each in favor
of: State of Washington Department of Transporation
District No. 1
6431 Corson Avenue South
Seattle WA 98108
This should be drawn from account 4157000/15,534.30.65(0 36 (
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Warren C. Gonnason, P.E-
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SeettleViater Department
Kenrath M.l.Wtrthl4/I.Sttpsrtnyn0srtt
drys Rover.M"W
July 21, 1980
Re: Cedar River Pipeline 4 R/W
Watermain Consent to City of Renton
Vic. S. 23rd St. (S. 160th St.)and F
(R/W 21,033) Talbot Road S.
Mr. Joseph R. Miller
CH2M Hill
1500 114th Avenue S.E.
Bellevue, WA 98004
Dear Mr. Miller:
This is in further responsa to your letter dated June 16th
addressed to James W. Miller, requesting our review of your
plans, as contractor, to install a 16-inch diameter watermain
for the City of Renton across our 60-inch diameter Cedar
River Pipeline 4 facility, located in S. 23rd Street
(S. 160th Street) , at Talbot Road South. Mr. Miller initially
responded to your request on June 20th, and Mr. David Garrison
of our Water Engineering staff, additionally discussed this
matter with your office.
We have identified our concerns related to the project's
proximity to our 60-inch waterline, and have incorporated
them into a Consent Agreement. Three copies are enclosed for
your review. If the agreement meets with your approval we
hereby request that you return one copy to this office, signed
in acceptance on behalf of the City of Renton.
Thank you for the consideration shown in requesting our review
and concurrence. if you should have any questions concerning
the instrument, please contact Mr. Marlo Schmidt of our
Property Management staff at 625-5671.
Sin elyl Al
�CENNETH M. LLffSSWTHIAW
Superintendent of Water
KML:mse
Enclosures
cc: J. W. Miller
D. Emerson
oM of so,"w-Wayr DspNhhlnt. 101S Third Aro,nua.6th Flixi, Sssnta,Wwhinpton p61 W. JN61 625 J146
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RECEIPT _
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To:—_ Our Project No.
IF MA I'HIAL RECEIVED IS NOT AS LISTED,
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Re: a /6Uf _/7;�l Pi' Clique
WE ARE SENDING YOU
it ATTACHED ❑UNDER SEPARATE COVER VIA
O SHOP DRAWINGS O TRACINGS
D PRINTS O CATALOGS
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,.ascribed in Book 13, page 268, Records of Survcy, ianu
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_he easterly right-of-sway line of S,:ate Road P.o. 1 ,7, and
:he northerly right-of-way licc oZ Sou::h 43rd Street; then-..,
.long the northerly right-of-wa� Line of South 43rd Scree+,
2outh 87° 28' 43" East 310.0 f.et; chance departing said
roatherly right-oSerep linen 0f South 43rd Ctreet blortii
° 31' 17" East 30.0 fez,, Chance 'Forth 87° 18' 43" West 3tb. ,
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