HomeMy WebLinkAboutWTR2700556 RENTON V / ^ �� W-556
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water System, permanent buildings or structures over, under or
across such �,dtcr System, if such erection prohibits maintaining,
repairinq or reconstruction of the water System.
The Easement shall be a covenant running with the land and
shall be binding on the Grantor, its successors and assigns, pro-
vided, however, that the Easement shall automatically terminate
upon the expiration of the ua=euthelife
lawful the
ownersWater
cfSystem,
above-
Grantors covenant that they
described property and that they have a good and lawful right o
1 execute this instrument.
.«
Renton Village Company
Q Grantor:
1 By:
"' Aquilo Properties, Inc.
3 �
Ja es E. W )o Presien'-
i4
By
J es J. n, Assistant
Secretary
By:
Puget Western, Inc.
By �_..
. E. Ha_1, Pres3 ent
By / (W. E• Watson, Secretary
City of Renton
Grantee:
By
Its M
Bye-L� R�'
Its
STATE, OF WASnINGTON 3 ss.
COUNTY OF KING before me, the
/� ./.- 1980,
On this � day 0Fu��xn a goy the State of Washington,
duly commis, a Notary
personally appeared James Eddy War]one
duly commissioned and sworn, Pthe Inc. , the corpora-
and James J. Bowman, to me knouilooPropertiesdenn and Assistant
Secretary, respectively, of Aq instrument s, behalf of Renton.
tion that executed the foregoing Instrument
venture, and acknowledged the
Village Company, a Washington )
said instrument to be the free and voluntary act and deed of said
-3-
a
y �n
TOGETHER WITH the following described property:
Beginning at. Point 'A' ; thence South 89044'02" Ea^t a
distance of 10.00 feet to the TRUE POINT OF BEGrINNING;
thence continuing South 89°44 ' 02" East, a distance of
102. 50 feet; thence South 00015' 58" 'west a distance of
38.00 feet; thence North 89°44'02" West,
adistancef
28.00 feet; thence North 00015'58" East
25.00 feet; thence North 89044'02" west a distance of
74.50 feet; thence North 00015' 58" East a distance of
.nu 13.00 feet to the TRUE POINT OF BEGINNING.
C; •
Water Line No_2
.r A strip of land 15 feet in width having 7. 5 feet of such
V width on each side of the following described centerline:
Beginning at the Southeast corner of the Northwest_ Quar-
ter of the Northeast Quarter of Section 19, Township 23
North, Range 5 East, �'.M. , in King County, Washington;
thence South 01004' 08" West along the West line of the
Southeast Quarter of the Northeast Quarter of said Sec-
tion 19 a distance of 224.15 feet; thence South 55"03'12"
East, a distance of 45.44 feet to the south margin of
Renton Village Place; thence South 89044'02" East along
said South margin a distance of 412.80 feet to the TRUE
POINT OF BEGINNING of the centerline described herein;
thence South 00015' 58" west, a distance of 213.50 feet
to the terminus of the centerline.
THE WATER SYSTEM IS HEREBY GRANTED, BARGAINED, SOLD AND CON-
VEYED To GRANTEE, ITS SUCCESSORS AND ASSIGNS, "AS IS", "WHERE IS".
r.. y}�fp7i„nyg7,XZ7f2>yxQspp$!Jf GRANTOR MAKES NO WARRANTIES OR REPRESEN-
TATIONS OF ANY KIND WITH RESPECT TO THE WATER SYSTEM AND EXPRESSLY
DISCLAIMS (AND GRANTEE, ITS SUCCESSORS AND ASSIGNS, EXPRESSLY
WAIVE) ANY IMPLIED WARRANTY (E.G. , OF MERCHANTABILITY OR FITNESS
FOR A PARTICULAR PURPOSE) AND ANY CLAIM IN TORT.
Grantee, its successors and ass;,�gn��,s,s shall maintain and repair
el the Water System is 7i't:-YP4fa3�tJ"2f5 good t+tiflATtion and state of repair
t 7f�3�E�3�ix0ii)Ydlfy�lYCH�Y[4't'7f¢YCDr�x�tlt.
Grantee, its successors and assigns, shall have the right,
exercisable at such times as may be necessary, to enter upon the
Lbove described property for the purpose of maintaining, repairing,
or reconstructing the Water system; provided, that such maintaining,
repairing, or reconstruction shall be accomplished in such a manner
:hat the improvements existing on or adjacent to the above-described
property shall not be damaged or, in the event they are risturbed
or damaged, Grantee will repair, restore or replace them to as
good a condition as they were immediately before the property was
er.tcrea cpon by r'rantee, and provided further that, except in the
case of emergencies, Grantee will give Grantor reasonable advance
written notice of any such enterir:g. maintaining, repairing or
reconstruction.
Grantor reserves the right to fully use and enjoy the above-
described property, including the right to use the surface of the
above-described property to the extent such use does not prohibit
maintaining, repairing or reconstruction of the Water System.
However, Grantor shall not erect, during the useful life of the
-2-
+,�'
Utilit Easement 82i12,'O9 MO488
REcfi c 7.00
(and Bi o Sa e) CRSHSL •w.*7.0
22
This Instrument, dated as of October 30 1980 is made
by and between Aquilo Properties, Inc. , a Washington corporation,
n and Puget western, Inc. , a Washington corporation, doing business
? as Renton Village company, a joint venture ("Gran�or") and the
C, City of Renton, a Municipal Corporation of King County, Washington
C ("Grantee") .
._
"'' Grantor hereby grants, bargains, sells and conveys to Grantee,
j its successors and assigns, the following water system (the "Water
System" ) and easement (the "Easement" ) :
A. The Water System
` The Water System consists of the following equipment which has ..
been installed in the Easement:
item cuantity
3 each
1. Fire Valve Assemblies 885 lineal feet
2. 12 inch water mjin 345 lineal feet
3. 8 inch water main 110 lineal feet
4. 6 inch water main 1 each
5. 3 inch meter 1 each
6. 4 inch meter 1 each
7. 6 inch meter 3 each
S. 3 inch valves 4 each
9. 4 inch valves 9 each
10. 6 inch valves 4 each
11. 8 inch valves
B. The Easement
The Easement consists of 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:
Water_1
A strip of land 20.00 feet in width having i0.O0 feet of
su.,j width on each side of the following described
centerline:
Beginning at the Southeast corner of the Northwest
ship
Quarter of the NortheastWQuart r of Section 19washington;
23 North, Range 5 East,
,hence South 0' 004108" west along the west line of the
Southeast Quarter of the Northeast Quarter of saidth Sec 12"
tion 19, a distance of 224. 15 feet;
thence East, a distance of 45. 44 feet to the South margin of
Renton Village Place; thence South 89044' 02" East along
sai�' South margin a distance of 126.06 feet to the TRUE
POINT OF BEGINNING of the centerline described herein,
said point hereinafter designated Point 'A' ; thence South
00°15' 58" west, a distance of 48.25 feet to the terminus
of the centerline.
PROJECT ' rJ' S.6 TAKEN INTO PLANT IN 1982
BEGINNING
OF FILE
FILE TITLE Ign
I
I
!
�t
OF RAY
.r
F..• OFFXE Of' IJIS CITY r+:i'!'OR:Ii:•z s _''t F,�7T0:7;:.':13illi:ci i't�,;
pp •OSr o!!a•O•�l! ipJ rw r[•'!IIY M: • •entry,.�4:-•!Jrf/, !•;35 'p!-�U•
R
p LA'NR6'NCE I WAR?eEN, ertr,pro-Mr. DANIEL KSLLCCC, apa;v:a n:r,attea.a
S e DIM0 M. DEAN, sa;nv! �rvr Ar.G•+•c•
$�'1rfD SW OFF October 22, 1992 MARK E. BARBER, sxir yr G:r.rtv+!
TO: Richard C. Houghton, Public Wori,s Director
FROM: Lawrence J. Warren, City Attorney
RE: City Executed Bills of Sale for One Rrancor. _'Mae
and Valley General Hospital
Dear Dick:
The ccmbination easement and Bill of Sale for One Penton
Place and the Bill of Sale from Valley General F.ospital
for a water li:.e are approved as to legal form. 3otb
documents should be signed by the Mayor and affirrad iry
the City Clerk. The document from One R,?nton Place
needs to be recorded for record but the one from Valley
General does not need to be.
La,r n J.
LJW:• -i
CC: Mayo-
I
i
W-.-_�.�,...,_,_....... _ ..-. ._ ...___mix.
RENTON VILLAGE COMPANY
15 SOUTH GRADY WAY, RENTON, WASHIAGTON 98055•(206) 2283000
CINEMA I It bill B
ONE RENT ON ILA CE
BNERATON-RENTON INN
EVERGREEN OFFICE BUILDING
RENTON VI AGEBHOFVINOCENTER
E February 17, 1983 A
l %,
City of Renton ,
Public Works D-Dartment
200 Mill Ave. South
Renton, Washington 98055
Attention: Ron Olsen
Subject: COST DATA AND INVENTORY s *"
Realign 6" Water Line Station 7+531
Renton Village Place ,
;. yam Ate,
Dear Mr. Olsen:
On October 1, 1983 you w'.11 recall that Frank Coluccio
Construction Co. uncoverl.d the above men':ioned E" Water
Line that services the Shopping area of Renton village.
I made made contact with you and discussed the interfer-
ence of this water line with the installtion of the 72"
Storm Drain that Renton Village Co. was having done.
Because of the City's knowledge of the work tha, Frank
Coluccio Co. has per.ormed in the past, you agreed that
the water line could be rerouted by the Frank Coluccio
Co.
The attached list of materials was used.
6" M- Sleeve 1 each
6" V..lve 1 each
6" 450 Bends 4 each
Set of Shackel Rods 1 set
TOTAL COST FOR REROUTE: $2400.00
Very truly yours
(Tt
Everett .Johnson
Construction Manager
EJ:rj
I
RENTON VILLAGE COMPANY
15 SOUTH GRADY WAY, RENTON. VJA`,iHINI+TON 98055 , (206) 2283000
CI N FMA I.II L III
ONE RENTON PLACE
SNERAMFIRENI 'NINN
E VERGREEN Of f1C F. EU11 DING
R-NTON VILLAGE SROPPINO CENTS
Febru L-1 17, 1983
City of Renton
Public Works Department
200 Mill Ave. South
Renton, Washington 98055
Attention: Pon Olsen
Su..Ject: COST DATA AND INVENTORY
One Renton Place - Utilities
Name of Project
City Project Number: W-556
Dear Mr. Olsen:
Per your request, the following information is furnished
concerning costs for improvements installed for the above
referenced project.
Water System '
1. Fire Valve Assemblies 3 each
2. 12 Inch Water Main 885 Lineal Feet
3. 8 Inch Water 'lain 345 Lineal Feet
4. 6 Inch Water Main 110 Lineal Feet
5. 3 Inch Water Meter 1 each
6. 4 Inch Water Meter 1 each
7. 6 Inch Water Meter 1 etch
8. 3 Inch Valves 3 each
9. 4 Inch Valves 4 each
1. . 6 Tne.i Valves 9 each
11. 8 Inch Valves 4 each
12. 12 Inch Valves 2 each
TOTAL COST FOR V:ATEF SYSTEM: $97,533.00
Very truly aura
Everett J hnson
Construction Manager
corporation and said joint venture, for the uses and purposes there-
in mentioned, and on oath stated that they were authorized to exe-
cute the said instrument on behalf of said corporation.
WITNESS my hand and official seal hereto affixed the day and
year first above written.
NOTARY PL'ELICin and or t e� State
of Washington, residing at _
eQ,vYt�q 0
STATE OF WASHINGTON )
as.
COUNTY OF KING )
On this � day of 1980, before me, the s
undersigned, a Notary Pub is in an or the state of Washington,
duly commissioned and sworn, personally appeared L. E. Hall and
W. E. Watson, to me known to be the President and Secretary,
respectively, of Puget Western, Inc. , the corporation that exa-
_uted the foregoing instrument on behait of Renton Village Company,
a Washington joint venture, at:d acknowledged the said instrument
to be the free and voluntary act and deed of said corporation and
said joint venture, for the uses and purposes therein mentioned, +
and on oath stated that they were authorized to execute the said
instrument on behalf of said corporation.
WITNESS my hand and official seal hereto affixed the day and
year first above written.
bF0T_AJ PUMIC in and ST
Of shiidinr, a4
STATE OF WASHINGTON )
ss.
COUNTY OF KING )
On this day of 1980, before me, trc
undersigned, a Rotary Pubic in an or the' State of Washington,
duly conunissioned and sworn, personally appeared
and to me known to be the
and respectively, of City of Renton, the
municipal corporation that executed the foregoing instrument and
acknowledged the said instrument to be the free and voluntary act
and deed of said corporation for the uses and purposes therein
mentioned, and on oath stated that they were authorized to execute
the said instrument on behalf of said corporation.
WITNESS my hand and official seal hereto affixed the day and
year first above written.
NOTARY PUBLIC C in and or We State
of Washington, residing at
-a-
r
ii;
Watcl System, permanent buildings or structures over, under or
across such Water System, if suci, erection prohibits maintaining,
repairing or reconstruction of the Water System.
The Easement shall be a covenant running wath the land and
shall be binding on the Grantor, its successors and assigns, pro-
viied, however, that the Easement shall autoaiatically terminate
upon the expiration of the useful life of the Water System.
Grantors covenant thit they are the lawful owners of the above-
described property and that thev have a good and lawful right to
execute this instrument.
Grantor: Renton Village Company
By:
Aquilo Properties, Inc.
B
Ja Is E. 30 Presider.£
By
J aes n, Assistant
Secretary
By:
Puget Western, Inc. .-•*
. Ha , Presi en
Secretary
Grantee: City of Renton
By
Its
By
Its
STATE OF WASNINGTON )
ss.
COUNTY OF KINC )
On this a� day of ije;M� 1980, before me, the
undersigned, a Notary Public in' and for tthe State of Washington,
duly commissioned and sworn, personally appeared James Eddy War)one
and James J. Bowman, to me known to the President and Assistant
Secretary, respectively, of Aquino Properties, Inc. , the corpora-
tion that executed the foregoing instrument on behalf of Renton
Village Company, a Washington joint venture, and acknowledged the
said instrument to be the free and voluntary act and need of said
-3-
i
TOGETHER WITH the following described property:
Beginning at Point 'A' ; thence South 89"4'02" East a
distance of 10.00 feet to the TRUE POINT OF BEGINNING;
thence continuing South 89"44'02" East, a distance of
102.50 feet; thence South 00015'58" west a distance of
38.00 feet; thence North 89044'02" west, a distance of
28.00 feet; thence North 00015158" East a distant. of
25.00 feet; thence North 89044102" West a distance of
74.50 feet; thence North 00.15158" East a distance of
13.00 feet to the TRUE POINT OF BEGINNING.
water Line No. 2
A strip of land 15 feettn width having 7. 5 feet of such
width on each side of the following described ce:ite-liue:
Beginning at the Southeast corner of the 'Northwest Quar-
ter of the Northeast Quarter of Sertaon 19, Town hip 23
North, Range 5 East, W.M. , in Ying County, Washington;
thence South 01004'C3' West along the West line of the
Southeast Quarter e2 the Northeast Quarter of said Sec-
tion 19 a distance of 224.15 feet; thence South 55"03'12"
East, a distance of 45.44 feet to the South margin of
Renton Village Place; thence South 89044'02" East along
said South margin a distance of 412.80 feet t:� the TRUE
1,01NT OF BEGINNING of the centerline described herein;
thence South 00015'58" west, a distance of 213.50 feet
to the terminus of the centerline.
THE WATER S:: .EM IS HEREBY GRANTED, BARGAINED, SCLD AND CON-
VEYED TO GRANTEE, ITS SUCCESSORS AND ASSIGNS, "AS IS", "WHERE IS"
AND "WITH ALL FAULTS". GRAN'TOR MAKES NO WARRANTIES OR REPRESEN-
TATIONS OF ANY KIND WITH RESPECT TO THE WATER SYSTEM AND EXPRESSLY
DISCLAIMS (ANU GRANTEE, ITS SUCCESSORS AND ASSIGNS, EXPRESSLY
WAIVE) ANY IMPLIED WARRANTY (E.G. , OF MERCHANTABILITY OR FITNESS
FOR A PARTICULAR PURPOSE) AND ANY CLAIM IN TORT.
Grantee, its successors and assigns, shall maintain and repair
the Water Svstem in at least as good condition and sate of repair
as it is now in or may hereafter be put.
Grantee, its successors and assigns, shall have the right,
exercisable at such times as may be necessary, to enter upon the
ibove described property for the purpose of maintaining, repairing,
or reconstructing the Water System; provided, that such maintaining,
repairing, or reconstruction shall be accomplished in such a manner
that the improvements existing on or adjacent to the above-described
property shall not be damaged or, in the event they are disturbed
or damaged, Grantee will repair, restore or replace them to as
good a condition as they were immediately before the property was
entered upon by Grantee, and provided further that, except in the
case of emergencies, Grantee will give Grantor _easonable advance
written notice of any such entering, maintaining, repairing or
reconstruction.
Grantor reserves the right to fully use and enjoy the above-
described property, including the right to use the surface of the
above-described property to the extent such use does not prohibit
maintaining, repairing or reconstruction of the Water System.
However, Grantor shall not erect, during the useful life of the
-2-
U_tilit Easement
(a❑ B1 of
.3, e)
This Instrument, dated as of 1940 is made
by and between Aquilo Properties, Inc. , a Washington corporaticn,
and Puget Western, Inc. , a Washington corporation, doing business
as Renton Village Company, a joint venture ("Grantor") and the
City of Renton, a Municipal Corporation of King County, Washington
("Grantee") .
Grantor hereby grants, bargains, sells and conveys to Grantee,
its successors and assigns, the following water system (the "Water
System") and easement (the "Easement") :
A. The Water System
'Che Water System consists of the following equipment which has
been installed in the Easement:
item quantity
1. Fire Valve Assembiies 3 each
2. 12 inch water main 885 lineal feet
3. 8 inch water main 345 lineal feet
4. 6 inch water main 110 lineal feet
5. 3 inch meter 1 each
6. 4 inch meter 1 each
7. 6 inch meter 1 each
8. 3 inch valves 3 each
9. 4 inch valves 4 each
10. 6 inch valves 9 each
11. 8 inch valves 4 each
B. The Easement
The Easement consists of 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:
Water Line No. 1
A strip of land 20.00 feet in width having 10.00 feet of
such width on each side of the following described
cent,: -line:
Beginning at the Southeast corner of the Northwest ff
Quarter of the Northeast Quarter of Section 19, Township
23 North, Range 5 East, W.M., in King County, Washington;
thence South 01004 '08" West along the nest line of the
Southeast Quarter of the Northeast Quarter of said Sec-
tion 19, a distance of 224.15 feet; thence E,'outh 55°03'12"
East, a di^Lance of 45.44 feet to t:te South margin of
R2ntor, Village Place; thence So•;th 89044 ' 02" East along
said South margin a distance of 126.06 feet to the TRUE
POINT OF BEGINNING of the centerline described herein,
said point hereinafter designated Point 'A' ; thence South
00°1515F" West, a distance of 48.25 feet to the terminus
of the ecnterline.
I
_5 E CORNE•4
SEC 19 T 23 % 5 F vv til
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L..---� `O MALtr/O'EpNST I i
O 1
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1 Alq � fU' INT/{ SCALE T"*IUO'
j RENTON VILLAGE PLACE _ _ P
a12 eo
123 56 '
Is
. . ._ 5. 89' 44'02 ' c Id,
arER LINENO P
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. 405
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UTILITIES M1
EASEMENT
THIS INSTRUMENT, made this _day of
by and between and `^�`
-- and
_ and _
hereinafter called "Grantor(s)", and the CITY OF RENTON. a Municipal Corporation of King
County, Washington, hereinafter called "Grantee".
WITNESSETH: s
That said Grantor(s), for and in consideration of the sum of $_. _
paid by Grantee, and other valuable considerac on, do by
these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its
9 successors and assigns, an easement for public utilities (including water and sewer) with
necessary appurtenances over, through, across acd upon the following described prof rty
in King County, Washington, more particularly described as follows:
Water Line No. 1
A strip of land 15 feet in width having 7.5 feet of sucn width on each side of the
following described centerline:
• Beginning at the Southeast corner of the Northwest. Quarter of the Northeast
Quarter of Section 19, Towns ip 23 North, Range 5 East, W.M., in King County,
Washington; thence South 01%4'08" West along the West line of the Southeast
Quarter of the Northeast Quarter of said Section 19 a distance of 224.15
feet; thence South 55003'12" East, a distance of 45.44 feet to the South margin
of Renton Village Place; thence South 89044'02" East along said South margin a a
distance of 123.56 feet to the TRUE POINT OF BEGINNING of the centerline described
herein, said point being hereinafter designated Point 'A'; thence South 00°15'58"
West, a distance of 48.25 feet to the terminus of the centerline.
TOGEHTER WITH the following described property:
Beginning at Point 'A' ; thence South 89°44'02" East a distance of 7.50 feet to the
TRUE POINT OF BEGINNING; thence Continuing South 89°44'02" East, a distance of
105.00 feet; thence South 00"15'58" West a distance of 38.00 feet; thence North
89`44'02" West, a distance of 28.00 feet; thence North 00°15'58" East a distance
of 28.00 feet; thence Nurth 89°44'02" West a distance of 77.00 feet; thence North
00°15'58" East a distance of 10.00 feet to the TRUE POINT OF BEGINNING.
Water Line No. 2
A strip of land 15 feet in width having 7,5 feet of such width on each side of the
followinq described centerline:
Beginning at the Southeast turner of the Northwest Quarter of the Northeast Quarter
of Section 19, Township 23 North, Range 5 East,w.M., in King County, Washington;
thenre South 01"04'08" West along the West line of the Southeast Quarter of the
Northeast Quarter of said Section 19 a distance of 224.15 feet; thence South
55003'12" East, a distance of 45.44 feet to the South margin of Renton Vlllege Place;
thence South 89"44'02" East along said South margin a distance of 412.80 feet to the
TRUE POINT OF BEGINNING of the centerline described herein; thence South 00°15'98" West,
a iistance of 213.50 feet to the terminus of the centerline.
i
t.
s;:rx
uEBi-I
ri
9
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r
;aid heretofore rentioned grantee, its successors or assigns, shall
have the right, without prior notice or proceeding at law, at such times as
nwy be necessary to enter upon said above described property for the purpuse
of constructing, maintaining, repairing, altering or reconstructing said
utility, or making any connections therewith, without incu,ring any legal
obligations or liability therefore, provided, that such construction, main-
taining, repairing, altering or reconstruction of such utility shall be
dcconMlished in such a manner that the private improvements existing in the right
right(s)-of-way shall not be disturbed or damaged, or in the event they are
disturbed or damaged, they will be replaced in as good a condition as they vere
iomrdiately 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
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
A 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 ,aid-
ing on the Grantor, his successors, heirs and assigns. Grantors covenant ui,it
they re the lawful uwners of the above properties and that they have a goud dad
lawful right to execute this agreement.
and
and
and
CORPORATE FOR14:
,
STATE OF ES
CGUNTY OF
day of 'n _ before me, the undersi-Intl,
On this duly eonauissioned 0•111 sworn
a Notary publ c in an for the Late o -- y
,ersonally appeared an and aspectivoly,
to me known to be the the corporation that execu ed the tnrr:-
ot
going instrument,an ac now a ge the said instrwl, -t to be ti,c free and r� untdry
act and deed of said corporation, for the uses and purposes therein mentioned' an
id
un oath stated that authorized to execute the said instrunv:nt and
the seal affixed is tt corporate seal of said corporation.
WITNESS my ha-d and official seal hereto affixed the day dnd year in th s
certificdte above written.
;teary PuLli6 in au�fur'tlic S(.,� � .ui
rusiding at _ -• --
r--
UEN1-2b
;ii
44at
4f �.
UTILITIES 01
E A S E M E '4 T •7.i
_I 9�
THIS INSTRUMENT, made thisaay of _
by and between ands_ --.--
and_
and
and
hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King
County. Washington, hereinafter called "Grantee".
WI'NESSETH:
That said Grantor(s) , for and in consideration of the sum of 5�_
aid by Grantee, and other valuable u,nsideration, do by
these presents, gran[, bargain, sell , convey, and warrant unto the said Grantee, its
these
sors 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:
_Water Line No. 1
A strip of land 15 feet in width having 7.5 feet of such width on each side
of the following described centerline:
Beginning at the Southeast corner of the NortQuarer ofhwest Quarter of the Northeast
Nort
ng
Washington;Sthence Southo0l°04p'083 West along Range alongthe West�line Of1 the 1 County,
Southeast
aid
ce Of
24. 15
Quartr of(feet;ethencehS utht55003' 12"rter East, as distances of 45.44d.eetn to the South
margin of Renton Village Place; thence South 89°44'02" East along said
South margin a distance of 123.56 feet to the TRUE POINT OF BEGINNTNG of
the centerline described herein, said point being hereinafter designated
Point 'A' ; thence South 00°15'S8" West, a distance of 48.25 feet to the
terminus of the centerline.
TOGETHER WITH a strip of Land 5 feet in width lying South of, adjacent to
and parallel wi `h the South margin of Renton Village Place said strip of
land
begi
ns
a t,eoint the as de8i5nafeetathereoand
extends Easterly a distance
of
less
f.
Water Line—NO. 2
A strip of land 15 feet in width h taving 7. 5 f, t of sue width on each side
of the following described centerlite.
Beginning at the Southeast corner ofthe NornheeStEas�rtWr�f ill Kihe ngtCountY
Quarter of Section 19, Township
2_ North, 9
Washington; thence South 01004'08" West along the West line of the Southeast
feetce o
tethencehS utht55"s03' 24.15
Q12"rEastter �fasdistanceaid lof 45.44dfeetnto the South
of Renton Village Place; thence South 89044102" East along said South
margin to the TRUE POINT OF BEGINNING of the
margin distance of 412. 80 fe et
centerline described herein; thence South 00°15'S8" West, a distance of
213. 50 feet to the terminus of the centerline.
UEkI-I
�J2120`.fn4Eks
S.E. CORNER ! ,
rw.
A AM
SEG. 19 rP3 N. 95E ,WM
i
1!� MALMO
O ( SCALIE 1•s 100'
?4e { /AotNrA OV
V/L PLACE
S g -
15
a ca L WATER UNE
ay y '1
u u w�'r[io alrni[ 0 1
Lu
'NY W
IF.
k y
i5
Ae.
corporation and raid joint venture, for the uses and purposes there-
in mentioned, and on oath stated that they were authorized to exe-
cute the said instrument on behalf of said corporation.
WITNESS my hand and official seal hereto affixed the day and
year first above written.
�8'
NOTARY PUBLIC in and or tF u'Ja ce
of Washington, residing at _
OT �rz(✓t isi�, d,Q,c( d,
C STATE OF WASHINGTON )
as.
C COUNTY OF KING )
;V
�
On this � day of 1980, before me, the
1+ undersigned, a Notary Pub is in,,,y�and or the State of Washington,
duly commissioned and sworn, personally appeared L. E. Hall and
W. E. Watson, to me known to be the President and Secretary,
respectively, of Puget Western, Inc. , the corporation that exe-
cuted the foregoing instrument on behalf of Renton village Company,
a Washington joint venture, and acknowledged the said instrument
to be the free and voluntary act and deed of said corporation and
said joint venture, for the uses and purposes therein mentioned,
and on oath stated that they were authorized to execute the said
instrument on behalf of said corporation.
WITNESS my hand and official seal hereto affixed the day arJ
2_1 first above written.
NOT PUBLIC in ouster tFe�:t;
of�, residirg a
.. ? OF WASHINGTON )
ss.
:'OUNTY OF KING )
On this U. LL day of Qctober 1982., before me, the
.;ndersigned, a Notary Public an an .o. the St.p�� of Washington,
-1uly commissioned and sworn, personally anpea 11 Clymer
and Maxine c. Notor to me known to b_= Fro tem
.and Active City, Clerk , respectively, of ( iton--ithe
:auniclpa corporation that executed the for^g and
:acknowledged the said instrument to be the fr vo:untary act
and deed of said corporation for the uses and r- ,ses therein
,nentioned, and on oath stated that they were outhor.zcd to exec-te
thp said instrument on behalf of said corporation.
1Ji'PNESti rry hand -)d c "ficial seal hereto affixed the day and
;rat above written.
N ` ARY PUBLI^ in and fore
Of Washington, residing at
. 4-
RENTON V W-556
r;
i
r
r
4 :
dIr i,, i
OF kb' � lJ _J`S7o
PUBLIC WORKS DEPARTMENT
Y W,'RHEN C. GONNASON, P.E. • MRECTOIP
00 9 MUNICIPAL BUILDING 200 MILL AVE.1O. RENTON,wA:i1L YDDGS
b
894,1
1,
sEv�t P 206 235.2569
BAI18ARA Y. SHINPOCH
MAYOR
may 19, 1980
Mr. Everett Johnson
Construction Manager _
Renton Village Co.
15 South Grady May
Renton, MA 98055
Dear Mr. Johnson:
Apparently there was a letter sent to you dat..d $^pter.ber 8, 19i9.
stating the City would participate ir, the -xnunt cf $18,681.05 for
the oversizing and extension of the 6:nt,r line in^L,ll,rtion in con-
junction with the "One Renton Village ✓I•acc" building. Th.re ippar-
ently was a mistake in the transfer of information to you in thot the
City would participate in the oversizing .Ind cxt nslon of the .Tatar
line, t-ut not in the amount of $18,687.05.
It has been determined by this office th. t this .,mount i- uxcesslve
for such an installation and extension. A arming should be suit up
between yourself and 0is office to est-.Iblish the City'- pc)rticipn-
tion amount.
Very truly y P
urs,
Marren C. Gonn ion, P.E.
Public Works Director
RLO:jt
5.:7se
RENTON VILLAGE COMPANY
75 SOUTH GRADY WAY, RENTON, WASHINGTON 98055•(206) 228 3000
CINlMA I i N
zNJMATON-RENTON INN
!Vf MGAflN Of/IC6 fUILQINO
MEN VON V l�l Atl!!N WPIMQ CANT!M
The following is a summary of the events leading to the installa- •
tiona of the added 297 lin. ft. of F.6 I. 12" D.I. pipe along City
Right of Way @ One Renton Place.
DATE
3/31/79 The original concept was to tie into the, then existing 6" 0 water
main to service the new building @ 555 Renton Village Place. Refer
to drawing, Water 6 Sewer Plan AC2, The Callison Partnership ,
6/18/79 of Meriwether Leachman revised 3/31/79.
6/18/79 A later plan developed after a complete study of sprinkler design
h other considerations for the building 9 555 Renton Village Place
compiled from data of CH2M Hill dated 26-Feb.-79 6 places on
Callison drawing - uti_ ity plan MC.2 dated 18 June 1979 was for a
new 12" 0 water main. :he end of which was to have been @ sta.
6+92*.
7/25/79 Per meetings on 7/20/79 & 7/25/79, the City of Renton indicated
their heed of an extension of the 12" 0 water main West along
Rent-,n village Place from sta. 6+92t to sta. 9'a9t.
7/27/79 Per letter from Jim Warjone, R.V.C. to Warren Gonneson, City of.
Renton, requested water line improvement would be incorporated
in the R.V.C. call for bids on 12" 0 water main along Renton
Village Place.
9/8/79 This letter was answered by a letter from the City of Renton Public
Works Department Utilities Engineering, dated Sept. 8, 1979, stating
that the Renton Village Co would be reimbursed for the amount of
$18,687.05, cost of oversizing 6 extension of the water line
installed in conjunction with the One Renton Place Bldg. This per
Ron L. Olsen, Utilities Engineering, City of Renton.
5/19/90 This letter was then followed by a letter from Warren Gonneson, P.E.
Public Works Director, City of Renton, stating that there was
apparently a mistake in the wording of the 9/18/79 letter from the
City of Renton Public Works Department, in that the city would
participate in the cost of the oversizing & extension of the water
line but not in the amount stated, due to the office of Public
Works estimate that $18,687.05 is an excessive amount for such an
inst+,llation and extension.
The following is a complete breakdown of cost r, explanation of
root for the above mentioned work.
SPEED LETTER
TO: _ DATE:
PROJECT: -
SUBJECT: -
Shoc xi es,.
e 1z,.,,,
CecK/e,�$l.eKe 7L"
413
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SPEED LETTER
TG:
DATE:
SUBJECT: _ ---�_.. PROJECT: r. ._.._
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------------------------
--- - ,
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SPEED LETTER
SUBJECT;_ ' DATE:
— PROJECT—� --- —��'�=`
it/ S� `
ru
NPG2an„v
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--�'_'- ¢cox., --- �""'----•._.._�`
qne
55�
OF R,o
� 1^
O OFFICE OF THE CITY ATTORNEY* RENTGN,WASHINGTON
U � j .os.o•.n sw.sa• Sao a..a waw.i er,tiorr,¢ • 4hrpr. w.x"iw4rgy ••oes a»-un
O 09 1VJP ENCF. 1.WARREN, ur.ArIo V DANIE I. KELL.000, asasrew• nr. .r.o.wn% b.
P
4rtD SEP%E December 30, 1980
TO: RONALD L. OLSEN
• s
FROM: LAWRENCE J. WARREN, :ITY ATTORN:;Y
RE: COMBINATION EASEMENT AND BILL OF SALE
FROM ONE RENTON PLACE
The idea of a combined Bill of Sale and Utilities easement
is fine. Rowever, some of the language in here is `
questionable. In here they want the City to maintain and
epair the water system in at least as good a condition
and state of repair as it is now, but gives it to us"as is"
"Where is" and "with all faults". At Seat this a Famble.
Immediately thereafter the City is given the right to come in
and maintain repair and reconstruct the system but has to
repair, restore and replace them in as good a condition as
they were immediately before the property was entered. If
we have the easements , and we have title to the water line,
I am not sure what is intended by this language. If it is
a simple hold harmless to adjoining property, that is fine.
Otherwise, I think the proposal is fine. The City probably
can live with the paragraph requiring us to return the
property to its prior state if we repair, However, I have
some real problems with the grant "with all faults" and then
a requirement that we maintain and repair the water system
at least as good a condition and state of repair as it is now.
The City has the right to choose whether or not it wishes to
allow the system to deteriorate somewhat. Furthermore, it
is very difficult to determine what the present state of that
system is since it is buried in the ground. If we can modify
the paragraph that we shall maintain and repair the water
system in at least as good a condition and state of repair
as it is now, or limiting that paragraph, then I think the
form would be appropriate,
tU-.A(�ccc{� 'UG�t�vL
vrence J. Wir en
LJW:ds
'if•
OF Ric,
PUBLIC WORKS DEPARTMENT , w
c A �.
GESIGN/UTILITY ENGINEERING 0 235-2631
MUNICIPAL BUILDING 200 MILL AVE, So, RENTON,WASH.9B06S 1 +
1
�tFn a,EPIC
BAP'ZARA Y. SHINPOCH
MAYOR
September 24, 1982 ,
Mr. Everett Johnson
Construction Manager
Renton Village Co.
15 South Grady Way
Renton, Washington 98055
Reference: One Renton Place Office Building W-556
Dear Mr. Johnson:
In conducting a routine che.k through our old incomplete files we found
that the combination Easement and Bill of Sale for• the One Renton Place
project has not yet been recorded. The project file contained only a
copy of the document.
However, after further research, we were able to locate the original
document in the City Attorney's office, together with his legal opin-
ion of the combination Easement and Bill of Sale. The original docu-
ment was inadvertently placed to rest in the City Attorney's files in
1980 as a result of this office having sent it to him for his perusal .
The modifications suggested by our City Attorney must be made on the
original document and said changes initialed by all four grantors.
Also, Sandra Sinton, the Notary Public for the Warjone/Bowman signa-
tures did not affix her seal over her signature.
Enclosed please find a copy of the Easement and Bill of Sale for your
review. Please advise as to whether you want to pick up the original
document for revision or whether you would like us to mail it, and to
whom. Do not hesitate to call this office if you have any questions.
Very truly yours,
Ronald L. Olsen
Utility Engineer
AMH:dar
Enclosures
RENTON VILLAGE COMPANY
15 SOUTH GRADY WAY, RENTON, WASHINGTON 98055 '12061 228 3000
CIN[MA 1,11 A III ONE RENTON PLACE
SHERATONIRENTON INN
E'ILAG EENOFfICERVILOINO r
RENTON VILLAGE SHOPPING CENTER l '
October 14, 1982
i
Mr. Ronali, L. Olsen
Utility Engineer a 2=^
City of Renton
Public Works Dept. "
200 Mill Avenue South
Renton, Washington 98055
Reference: One Renton Place Office Building W556
Dear Mr. Olsen:
Please find attached the original combination Easement
and Bill of Sale for the One Renton Place project with
the changes to the document as outlined in your Feptember
24, 1982 letter.
I hope this will close your file on this matter.
Very trul u
�'4
Everett ohnson
Construction Manager
EJ:rj
Attachments
OF RF^
i A
v fi ►� z
PUBLIC WOPKS DEPARTMENT
_ DESIGN/UTILITY ENGINEERING 0 235 2631
rg MUNICIPAL BUILDING 200 MLL AVE. {O. RENTON,WASH.99M
�9$9 q,
`Frfo SEvtE INTER-OFFICE MEMORANDUM
RARBARA Y. SHINPOCH
MAYOR
a Date: October 19, 1982
To: Lawrence J. Warren, City Attorney
From: Richard C. Houghton, Public Works Director
Subject: City-Executed Bill of Sale
,ya) One Renton Place 0-.`;
(b) Valley General Hospital
Attached hereto, please find a copy of the combination easement
and bill of sale for the One Renton Place project with the changes
to the document as outlined in your December 30. 1980 letter and
our September 24, 1982 memo for your final review.
Also, attached please find the Bill of Sale for the Valley General
hospital Waterline for your review and approval .
Do both documents have to be signed by City officials for execution
before recording same?
Attachments
OF R�
A.
z PUBLIC WORKS DEPARTMENT
i +� DESIGf JTILITY ENGINEERING 0 235-2631
09 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 9@M
p b
O P
�4trO SEPTE IN 1ER-OFFICE MEMORANDUM
BARBARA Y. SHINPOCH
MAYOR
B Date; October 26, 1982
To: Maxine Motor, City Clerk
From: Arlene Haight, Utility Engineering
Re: Recording Bills of Sale
1. One Renton Place - M-556
2. Valley General Hospital - M-516
Attached hereto are the above referenced Bills of Sale for
signature by the Mayor and City Clerk, per City Attorney's
memo.
After execution, please have Dee record only the One Renton
Place document, returning the Valley Gery ral Hospital docu-
ment to me.
Thank Youl
AH:jft
Attachments
ry SSV
N•nrcF ., �.
REN ION VILLAGE C(WPANY
f Vf R(KEN HUIUDIM ;
15 Snuth Grady Nay
Rr,iNv , ilaoh higf nn 7RU55
City of Renton
Public Works Department
Renton, Washington 98051,
Attn: Warren - .
o. r:.,nnarsrm
o.tc 10-15-80
""JK6 NO 1
OFFCNPtipy r$17,746.50
-297 12" D. I. pipe fi+ rims and valves installed
in easement of Renton vr ! la P r q laceW.S.S.T, 5. 31 0.55 k�&
Total Du., $18,687.05
�gn
c,V 14C Eggs
CHARTER 11G, LAWS OF 1965
CITY CF RENTON C-RI.; 2ATM
1. TNf pNpr wN4tll0 0V � r:1, ,.•FnI/ gNVff
rl NgllY Af ' J',Nt Y Di 1 0/!M IYNN16 Nt4' Ir,l ...V+1.� ",.•• V , "N!
' 1 Al�Y(IY I4M/r:xM4ll I11 Ili 4!'.NI.", Irr .r rrlr,y,r,l n.f
1.4 YNh rn% r nr•.• �'•IVR, lYlmHraY
IMOVlFe IO i " Ib'•, /,UI Ilt.fuY �Y
Y,rr0 urxi M.
u� ,� , ro
i
4f5/000/t{ 534. 3d bti(�7���g KF (�r ) ai
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SUBJECT �e ✓ l/ to/- }/✓crGUl2 - /S DATE G.
M_E8SA6E_MI,)ki p/CtDs -I-
-74T-eS-ems `?cy Y l� t7 1292 4 [ (-"' 6 4aJ�
SIGNED
REPLY
SIGNED DATE /
n�»r x q5 471 sMD rAVS I AND 1 WITH CAlgN INTACT i nlr rAl( (w strsl �aa7
rArt 1 Will a MUNNED WITH nnr
f
Fit
J1i� XJ ' ram-- GO
�"
AUORESS -
YAWY CONTACTED
THE' PL'JhBING JOINT T111.L.
fEDl10EU PRESSURE BAi AFl flri' UEVICE
ryK Of DEVICE DajlLE CHECK VALVE ASStAIN-
� �JitiT -MOOEI - Q`.J H SERIAL NO
µAKF OF .�EVICE.1�
METER NO.
DATE DEVICE INSTALLED X/c� s
CROSS.COFNJECTION CONTAOLLED—Z f� ^).�
LOCATION OF DEVICE
TEw cE.unn - _ J
-- PM I OAT(
REMARKS:
CFCK IETAIM
C"G" M
OAi
T�� VALVE(1 VALVE E3 VANE MADE
lrn� WATCH 09PAPITMENT
' MACKPLOW PR, ;NTION DEVICE TE'3T AND AINT %"CC REPORT 1
FILE NO. -
FIRM NAME � �JC� Zik^e 7
Y -
a' -_.LIP�u?.�ONE N0.�rs�
�30Q1�
►ARTY CONTACTED REDUCED PRESSURE BACKFLOW DEVICE
DOUBLE CHECK VALVE ASSEMBLY
MAKE OF DEVICE - _ cFRIAL N0. 5'3Y SIZE. �---.
DATE INSTALLED� —_METEP NO.---
LINE PRESSURE_.L .PSI PRE CROP ACROSS FIRST CHECK VALVE�—P51
L.CATIIkt OF DEVICE -
i DIFFERENTIAL
TEST CHECK VALVE NO. 1 CHECK VALVE NO. 2 PIEiiL1RE RELIEF VALVE-
IFFOtE LEANED g{' OPENED AT_—._PSI _--
IEtAIKI LEAKED I REDUCED PRF.SSUIK
CLOSED TIGHT ❑ CLOSED TIGHT ;
t fARt CLEAN REPLACE PART- CLEAN REPLACE -PMT 'CLEAN REPLACE
NEW tf>�� ✓�i.c �,I L-1
PANTS ❑ C C7 !_.' 1.J ;...:
Ej ❑ O L C E
A"° �'} ❑ C7 ❑ [� C tD
' IIeAMr - ❑ C- ❑ C7 a C.
1EMARKE:
EEIT PSI
AFTER CLOIIFD TIGHt CLCSED TIGHT ,+ OPENED AT
IMPAIRS __ IEOUCED PRESSURE
• REGUINED ONLY (,N REDUCED PRESSURE SACKFLOW DEVICE
IEATTLE WATER DEPAIRMENI %ItRjlr TESTED BYift OATE..�L y,v
I IAPOKANE ST REPAIRED BY -DATE
1�UTH [���.
iNGTON 961" /7- f5
'}N � FINAL TEST EY .__. DATE4
7 � rJ ,
TESTERS WASHINGTON STATE CERTIFICATION NU ..... ...
C•n W
SPEED LETTER ` J
/ G DATE:
i0: -
_ PROJECT:
SUBJECT:
r
'4
tY:
as N� c a
RENTON VILLAGE PLACE
Punch List
11-556
n Lain
1. Road repair at Talbot and Renton Village Place,
Remove cold mix etc. for perm. patching.
2. Clean up general area at above locality
Yr 3. Asphalt to be cut to true line where ever existing asphalt was removed `
on Renton Village Place and tied back in with a 2" lift of Class 8
asphalt over 4" of crushed rock.
fU( " .
C All H2O valves stands to be adjusted to roadway grades.
S. Areas around all hydrant to be dressed up and crushed rock put dowr - '-f
around them.
6. North shoulder of roadway to be dressed up. /✓
7. All hydrant to be repainted yellow. /l✓
S. Hydrant set at end of 8" main to have hydrant protector posts and t
be turned so that center hydrant port points toward Renton Village
Place. �( &
9. 9 + 75- Lid missing from H2O valve stand pipes are to be notched to"_-�
accept lids properly.
10. Storm drain not functioning properly at Talbot and Renton Village
Place and should be repaired. s
/oA 7"t 7-ts i /'}qe 4,Je— I./S37,
. /Ll O T'C- ' � �^e_. � A✓Tf T / .[.I v!s L Vv
1/.oL4lC- 1/A74,,1-,.75
AO Uw, Ts✓Y"- A„t7".�..
I
rol 102 (Ravirad 10-9-15)
,11 be sent in duplicate; oc , co t"t
copy recurnud to Building Division, tnd copy for --nur file.) G'1
-0 planning Department DATE JUI.Y 10, 1980
Design Enginearing Division --
Utility E ,ginsering Division FINAL INSPECTION
Traffic Lnglnauriug Uivirion
Fire Department REPLY KEOUESTED WITHIN I DAYS
FROM: Building Division
ST'RJECT: RENTON VILLAGE COMPANY
(Ownrr) Permit No. 9-6891
SSS SOVTH RENTON VILLAGE PL:.CE Addrnaa) Type business OFFICE. b LOIN,
The subject project is nearing completion. Please 1nve4tigdc4 your area r
Of reoponslbility and indicate below either your acceptance or corrections
necessary in order that a Certificate of Occupancy may be issued.
Building Division
DATE
FRU14:
This project is approved by this department subject Cc the following
corrections:
��) �-�-a! �Q-sue �� �..s.�•-.{ / �y .
d"
D') YOU HAVE ANY OBJ9,CT10N M ISSUANCE OF
A TZMPORARY CERTIFICATE OF OCCUPANCY7
YES NOM f Authorized Signature
J v
l
d iS
I �
,y a'`,:
FORK 147,. (Ravisad 10-9-75)
y
(To be sent in duplicate; one copy returned to building Division, 2nd copy for your file.) '
TO: Planning Department DATE SEPTENBER 22, 1980
Design Engineering Division
Utility Engineering Division REINSPECTION - PER YOUR COMMENTS OF 7-17-80
Traffic Engineering Division '--
Fire Department REPLY REQUESTED WITHIN 7 DAYS
s=
s
FROM: Building Division "
SUBJECT: RENTON VILLAGE COMPANY Permit No. B-6891 � �t
(Owner)
555 SOUTH hENTON VILLAGE PLACE 'type Business OFFICE BUILDING
(Address) i
The subject project is nearing completion. Please It,' '%Ligatd your area
"t
of responsibility and indic,r.e below either your accept-ante or corrections
neeeasary in order that a l,ertifiCHte of Occupancy may bu issued.
TO: Building Division DATE
FROM:
This project i� approved by this department subject to the following
correcr,],oav:
I AAGEDGd _
� t
DO YOU HAVE ANY ')AJACTION TO ISSUANCE /1
OF TEMPORARY CERTIFICATE OF OCCUPANCY? /uw
NO Q YES O Authorized Gignac
rq-t
rt
R _ 6} Sst •. PrcE!sue<.
LfY�AT10M
1 AIL��o-zzj—�
t'FR�1IT
FFF MTIS.I ffXT(jvlCff�R
`"ide Sewer
strnrm Sever --
MI Construction moo. o ✓ ---"`
Voter Fvste7T nevelcnrent
titer tntecaTer
,. xo� ` 9
Inter Inspection �y�oo
`ewer Svsten nevejcn wt _—
'ever tntecarer _o _ -----
'-!ewer ;nsnectien ---
eu
r�/iJ �S wr-7�,o.,._ �•t'�p.b,-�y�_[cw.6,�.:_. u.:�G ..G...K ---------_._.,.C-. ..
S`=� .
` 1 I
I
_
_ 1
R
:ham !111K'N PLA(-L
ROWARO S. LEASE CONSTRUCTION CO. & ASSOC IAl I S -
!C Uk i .N„- US r rn„ ! M k -�1�11, SNEEt N{II.—.-,_-__._Oi_-'-•_
_ r :.z � � --.��.- t_ ! ,. i- .•,::�. _ -ww,i.,. souuxir:.Aii - sarwi ,uwats
—_�--- Gov;;. w,• i •��E,fll �,� a�1 ' _ -1: - ► � � , � • ; -- + I I + _y--
r
1
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-41
} _
! ,
i
i ,
SITE DRAINAGE & UTILITIES
... .._-.
113 46 .w en - tRfW O GAILY UIPW ONIi MAT. tlApf COSTS ._TOTAL
--•-- ,_^a"dbmetn B 20 315 LNsf, T - L INC(OAF.
Ia3
180 10'dum,m"- B.2 310 LF IA4 I 2,39 298
12'dime, IBS 185 1.52 3 37 113�
190 IS'dwrnetn �--_- 230 2.60 165 425 5.13
1- 18"dwmet, 200 340 205 545 655
200 Vdrdtd cgY.perforated,2•kn hs 165 490 2.35 2`5. 865
205 6'dt,m , 1C"2111.1'dumgn T- a,ZO 4 7.20 285 1005 _
- _ 11.85
215 a"OumN, "- 315 1.90 90 215 264
12,dumet, T90 3 2 1.14 304 370
120 ---_._ &11 27S 1.23 4.28_. S1C-
tnanntl ppe,4"dwmel, 3B.5
230 __._--6"dumetn &10� 430 1.71 7.56 880
130 - '80 83 1.63 - 206--
--___�.-------__._._� 335
235 8' d.amet _ 1.10 1.07
I?"dumetn 245 2- 272 _.
30 PIPING, WATER UIST418UTION SYSTEMS Pipe uid m trench, 821 280 2.05 1.21 3.26 197
N 002 � 335 168 503 6 N
ruar,tn n orb uNIM not mc7udetl OID Asbestos Cement pipe, I50 pfr,C L.bts, /""d+ametar _075 6'Marmff B-?0 j0p� L _
020 _ lE1.19 - 3.79
455
025 8 dum„ -. _�-,!790__ 3p 1.13 303 5.90�
030 _10•dummel" B•2l 190 ; -
lYdr,meM - 270 L6? 7.07 y,1U. .
400
035 11'dumet, - - _ _7.90 1.74 964 750 10 11.10 ___
045 I6'dumetti "- 200 13 1.88 11.88 13.60
O6
18'Oiamel, 1 73ga 2.35 15.35 17.55
D I 16 261 For loll 12
7ou p: Me. e"d_ 50
070 ..-;:mew dta�e�----_ 10 Is
_ I6"drametrr.deduct - - 3.14 zI14_ 24
090ppe,8'diametn.adtl 15%
100 .__-_._... _ IS%
IdD 16"_drame,,,tl8 ��- IAS -- ---
�DucUlr lro pipe,doss 259 N;er - 20%
(j 141 Mechanbal p'an8 18 wn8tbs _
9 pmt.4'dumetar --
6"dwme, "� 141 LF ' _440)93 8"dume7, -. 249 6.99 8,35
{N - B 21 �1T6y 4.95 2.8/ 7.79 9.13'
145 10-diamrtn `-'------ _ tIOB -670 -4.36 11.06
12'dumel, __� 90 _- - 8.75 340
146 14-dume, _ 72 525 l! 1685'-
147 16'dume, - 54 33.95 6 SS 2265 27�•
148 ��-_. 18'di,mNer - 46 8 70
149 _ 9 22 1615 10.25 2650 332
155 24'dumetar 38 19 1385 32.85 7ylun ro+rA.4'dume, _... 36 28 ,w---.
156 820 144 1465 9265 51
6'dwmet, _ _
157 � B'tlumeer 126 <_2U 2.19 6.69 d75
158 611 108 4.50 2 84 7.34_ 8.95
159 10"dismal, --_ 6 30 0 36 10 66 112 93 IT dwme, '-- -- 90 425 5.23 1366
160 14'dismal, - 72 16.30
I61 --- 1050 6.55 7705 21
162 16"durmlrr -- 12.75 8.70 2145
18"dwme" ad 1490 26
1125
763 ,_ 3e _ ._ __ 1970 9'5 3,- 30
20 dwme/p 9.22 40
1b/ - B10 360 13.15 3040 37
diameter_ 13.85 3355 - 41
1)! Copper tubiO4 type K,TO'tmnts, 11/2^dwamrlrr r..___ 24.85 14.6}
2'di4nvW 10.05 3950 46
335 49 634
RI/Y dumear 315 _ 5.15
_._. .._ 114 29 7.,5_.
173 3'tlwmeln_ 1220 .30 - '--..
77; - 7.30 7.63 8.93 1035
.._. 0,te valve•Mh 8em tall Mon_ --.-'"_ 200 l_74 I t 178 1'diameM _ & 13.6U
1b0 _._ - _
6"Awme, -. B. 4 fa. 190..-- ._.___ _ 335
flT 8"Arameer 3 -� 280
184 --
_ ?13 120 345 415
___._ 325
10'tlupxl, ._.... B21 2}0
_.-._. _. -.-� 5 $- 6I5
186 _. .._ - 2 ___
lY Oumetr 525 7J5 ___ -_--
14'Owmeer ....._...._.__._.._ 1.50
190 - 650 315 965 _ 1.150
16"d,zmeer 1 1,480 47p_.. .�,950 T,175-.
1 1,910 470 I7390 2750
,,3
I i
1l r'T.•.
4/ • . i
I It
r1.4of.+r./..{�M. N a.)yu��K ♦
38th ----______
ANNUAL --- _ -----
EDITION
4t)If
_-
--------_____ _ --- --
me ins -- _
RENTON VILLAGE PLACE 3 of 3 r
WATER LINE TIONS TO BE PAID BY CIT '�" RENTO'1 i
i
IIEt•I APPROX . ITE14 WITH UNIT PkICED B1U PRICE, U1111 AMOUIII
NO QNTY . Unit Prices tO be Written in UNIT
T Words ) _ U011orti Cts )011or_ CIS
SUB .OTAI. DELETED ITEMS
2,685.00
TOTAL COST ADDITIONAL ITEMS
MINUS DELETED ITEMS = 119,496.50
177y656
Tax Al/?lr.,,E sv 6� a cv�,7' S,s� 9 yo ss
/8,687•os
I
f
D
,,.,RENTON VILLAGE PLACE 2 a: 3
e WATER LINE A,, 1TIONS TO BE PAID BY CITi�:' RENTON
' TEN aPPkU% ITEM UITfI UNIT PRICED L++;U---
N0 . QNfr. Unit Prices to be Written in
Words ) �U911 10011ars
I'kIt ErUNli PMUl1Ui
Cts 10, 1dr . Cty
i
SUB TOTAL ADDITIONAL ITEMS 22,181 .50
1
y
DELETED ITEMS
23 l 12" Tee M.J.xM.J.xFL. R
including Blocking, each 420.00 420.00
24 1 121,x8"x6"x6" Crocs, FL. each 560.00 560.00 r
25 1 12" rlug, M.J.
including Blocking. each 175.00 175.00
2F, 1 6" Gate Valve F1. including
Valve Box. each 400.00 400.00
2, 1 6"x6"r.E" Tee P.E.xP.E.xFL.
including Blocking, each 350.t
0.00
31 2 6" Adaptors, FL.xP.E, each 210. .00
32 4 6'• Smith Blair Couplings. each 90. .00
i
A m lTM
„ � m
„ a1p1 r
RENTON VILLAGE PLACE 1 of 3 sy "'a
WATER LINE ITi NS TO B PAI ITf RE TUN vk4ie Ave
i1EN APPPUX 7I ) TE14 WITH UNIT PkICED I!: U I'RILt/ llNll AMOUNT
N0 UIifI Unit Prices to be Written in UNIT Dollar+ Cts iloilAr,. Cts
Tffl t Words )
ADDITI NAL ITFt�4S{F d'`�"*' �iC � itSt<H� a4kx .. . 8.A....Lts •- "iL>�£ .
--- 12" .I . Pipe inclu - 009 __...... -..
2 297 ing Trench (54" cover) and L• 49•.50 14,701.50
restoration of road. —,____.
12"x12"x8" Tee M.J.xM.J.xFL.
3 1 i 1 eluding Blocking. each 420.00 420.00
u
12"xl2"x6" Tee M.J.xM.J.xF1.
L 1 Including Blocking. - each 385.00 385.00
5 1 12" Gate Valve, M.J. includ-
ing Valve Chamber. each 2,300.00 2,380.00
4 f 7
J�
7 1 12" Cap. h.J. including
Blocking. each 175.00 175.00 d
f;
I
8"x8"x6" Tee M.J.xM.J.xFL. +°
including Blocking. each 280.00 280.00 q �
4 Sk
F
' 6" Gate Valve F'L.xM.J. r - ".b
1 ! 4 including Valve Box, each 400.00 1,600.00 ':;'�.
6" Solid Sleeve connect to
1 ; 3 Existing Line. each 140 .00 420.00 "*
Fire hydrant Assembly includ- De-�e
"- ing Blocking 6 6" D.T . run each +- o
j to 6" G.V. Sta 4+40.
r
Salvage Existing Valves.
4 3 at Eta 7+53 6, 1 at Sta 6f97. each 70.00 70.00
44.
t�
Crty of Rent, Utility Cep<.
PRESSURE TEST FORM
Water Project U. /�- C-�%. _ =
Name of ProjectwJ
This test was taken by on
At a pressure of P51 , for ;r,i nil t<s.
4a'
The tc;[ "Failed" � on
"Passed" 4-" on
RENTON VILLAGE PLACE
Punch List
W-556
1, Road repair at Talbot and Renton Village Place.
Remove cold mix etc. for perm. patching.
2. Clean up general arcs at above locality
3. Asphalt to be cut to true line where ever existing asphalt was removed
on Renton Village Place and tied back in with a 2" lift of Class B
asphalt over 4" of crushed rock.
4. All H20 valves stands to be adjusted to roadway grades.
5. Areas around a!! hydrant to be dressed up and crushed rock put down
around them.
6. North shoulde• of roadway to be dressed up,
7. All hydrant to be repainted yellow.
S. Hydrant set at end of S" main to have hydrant protector posts and to
he turned so that center hydrant port p,-ints toward Renton Village
f lace.
:�. 9 . 75! Lid missing from H2O valve stand pipes are to be shed to
accept lids properly.
10. Storm drain not functioning properly at Talbot and Renton Village
Place and should he repaired.
OF kF.
� tia
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION • 215-2631
yQ MUNICIPAL SUILUINO 200 MLL AVE.SO RENTOK WALK. 9a0"
q b'
% P
A4lfp SF
P1E
CHARLES J. DELAURENTI 0, 1'�'"'
MAYOR
Lashley Utility Construction
1903 South K. Street
Tacoma WA 98405
Subject: Renton Village Water Line
Gentlemen:
Enclosed is a punch list of 'hose items needing correction on the above
mentioned installation.
These items only relate to work performed in kenton Village Place and
will have to be completed prior to the release of the bond for work in
the street right-of-way.
These items, particularly the street restoration, should bi completed
3s rapidly as possible.
If I can be of any further assistance, please advise.
Very truly yours,
Donald G. Monaghan, P.E.
Office Engineer
DGM:ckd
J e
y
is
r
N �
`Hy5
I
Cnnny SAvi14 c 1ry W,,7eA ;t 3-1: -2C417
50cvrTr 4,10A'N5a-1 r>sNn+rrYy7�nyvGc. ZZb_gooa+ {
[1 Hc 4Fr 94;
a
OF RF
ti
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION • 7I�-2631
n g MUNICIPAL BUILDING 200 MILL AVE.SO. Min ON,WASH.9900
09 b
4 p
l
11TFO SEPtE �,c..cri'o rr 14, 1979
CHARLES J. DELAUNENTI
MAYOR
Lrase Krutcher G Kisse
4330 148th N.E.
PO Box 917
Redmond, WA 98052 , vs
Subject: Ore Renton Plaza Pidg. , Water Metors
Renton village Company - Developer
i
Attn: Bill Lewis
C,entlemen:
The City of Renton supplies all meters installed in conjunction with any
new water project or service connection to the City's system.
'fhe lamer meters, greater than 1 1/2", in most cases are supplied by
the developer or contractor at the City's request. It has been found that
compound meters are preferable for use in the City's system. Those
meters manufactured by Hersey have been chosen to be the City's standard
meter.
Hopefully this has cleared up the matter; however, if I cr.n be of any
further assistance please advise.
Very truly yours,
Donald G. 1Ionaghan, P.E.
Office Engineer
All:pmp
cc: Lashley Cons::uction
1903 S. Kay
Tacoma, WA 98405
SPEED LETTER
N�
DATE: _--_
T0: PROJECT
SUBJECT: ^^ �
r � -
.�
r
s,q -_
SPEED LETTER
TO:� DATE: _
— _ PROJECT:
SUBJECT:_— — t
$ qne
a
{
ONE RBNTON PLACE ;a
CHANGE ODDER PROPOSAL NO. 2
I1EM APPRU% . �tP
WIN UNIT PkICED U:U IPRILLiuNIT AMOUNI
NO. ; ces to De Written in UNIT
QNfY . Words ) DUIIdrs Cts 10N Cts
DELETE ITEMS c"x6"x4" Tee FL. including {
Blocking. each 245.00 245.00
28 1 _
29 1 6"x6"x4" Tee M.J.xFL.xFL. y
including Blocking. each 245.00 245.00
q3130 1 6"x6"x3" Tee 4.J.xFL.xFL. each 210.00 210.00
inc iding Blocking.
2 6" Adaptors, FL.xP.E. each 210.00 420.00 (t{6 }}4
32 4 6" Smith Blair Couplings. each 90.06 160. 00 SSS M'
13 1 6" Blind FL. each 70.00 70.00
Teachs4 1 4" Blind FL.
60.00 60.00
SUB TOTAL DELETED ITEMS 3,515.00
TOTAL COST ADDITIONAL ITEMS 2g,867.00
MINUS DELETED ITEMS
ONE RENTON PLACE +, 4
CHANCE ORDER PROPOSAL NO. 2
111M 'ApPliUx . IrE(d UIrN UNII PkICtU B:U �PRli.t, UNif � AMUUliI _
iNIT '''
N0. ONfY • Unit Prices to be Written n U
Dulldi . Cis iullor*, (is
A_U DITI AL ITE
21 _ 1 Fire Hydrant Assembly includin each 1 ,750.00 1,750.00
Blocking : 6"+4I .D. run to 6"
22 4 Salvage Existing Valves.
3 at Sta 7+53 : 1 @ Sta 6+97. each 70.00 70.00
23 9C 6" Ductile Iron 1 170,00
24 90 4" Ductile Iron 10.00 900.00
J•
SUB TOTAL ADDITIONAL ITEMS 32,382.00
DELETE ITE14S 12" Tee M.J.xM.J.xFL.
23 1
zncluding Blocking. each 420.00 420.00
12"x8"x6"x6" Cross, FL. each 560.00 560.00
24 1
12" Plug, M.J.
25 1 including Blocking. each 175.00 175.00
26 1 6" Gate Valve FL.
including Valve Box. each 400.00 400. ^0
27 1 6"x6"x8" Tee P.E.xP.E.xFL. ea�_h 350.00 350.00
including Blocking.
i,,
ONE RENTON PLACE 2/4
CHANGE ORDER PROPOSAL No. 2
I IEri ,1P 1'NUx` ITEM WITH UNIT PNICCU UlU PRit.ti UNlf AMUUIII
NN Unit Prices to be Written in UNIT
UN Tv . Unllers C[5 follor •, Ct+
Words )
ADDITI NAL ITE S 6"x6"x4" Tee M.J.xM.J.xFL.
11 2 including Blocking. eacn 245.00 490.00
12 5 6" Gate Valve FL. xM.J.
including Valve Box, each 400.00 2,000.00
13 1 6" Plug M.J. (Temporary) each 70.00 70.00
14 3 6" Solid Sleeve connect to
existing line. each 140.00 420.00
1.5 1 4" Gate Valve FL.xM.J.
including Valve Box. each 245.00 245.00
16 1 4" Plug rt.J. (Temporary) each 45.00 45.00
17 1 4" Blird FL. Taped for 3" 70.00 70.00
thread. each
18 1 J" Galy. !fipple x l'-O" 35.00 35.DC
thread. each
19 1 3" Gate Valve, thread, includ Z1.0.00 210 .00
ing Valve Box. each
20 1 3" Cap, thread 45.00
porary. each 45.00
T m e
a
C, � o �/�eN fie• z
ONE RENTON PLACE
CHANGE ORDER PROPOSAL No. 2
IIENYP
ffN IJIT11 UNIT PkICED B:U I'R1�t, t1NlT �AHbULi
NO. nit Prices to to Written in UNIT
Words ) A DOIIarS C15 iollar: f, Ls
ADDITIIncrease trench depth from 36" L.F.
1 cover to 54" cover. 3.50 2,089.50
F. i I. 12" D.I. pipe includin
trench (54" cover) and restor- L.F.
2 297
ation of road. 49.50 14,701 .50
3 2 12"xl2"x8" Tee M.J.xM.J.xFL.
including Blocking, each 420.00 840.00
k
4 3 12"x12"x6" Tee t1.J.xM.J.xFL.
including Blacking. each 385.00 i1155.00
_F I I
5 2 12" Gate Valve, M.J.
including Valve Chamber. each 2,380.00 4 ,760.00
Temporary 12" plug with 2"
6 1 tap 6 2" temporary blow off ea^h 350.00 150.00
for testing.
7 1 12" cap. M.J. including each 175.00 175.00
Blocking.
8 1 12" Solid Sleeve, M.J. x L.P. each 245.00 245.00
8"r.8"x6" Tee M.J.xM.J.xFL.
9 1 including Blocking. each 280.00 2R0.00
6" Tee M.J.xM.J.xFl.
10 1 including Blocking, each 266.00 266.00
Incl. concrete patching, striping, etc. 3205
1
Al ti
r t.
n f,'
*� z PUBLIC WORKS DEPARTMENT :U o:
z - NARkEN C. GONNA$ON, P.E. • DIRECTOR
MUNICIPAL BUILDING 200 MILL AVE,So, RENTON,WAS",aao66
1i, b
206 275.2569
BARBARA Y.
SHINPQCH
e
MAYOR
May 19, 1980
Mr. Everett Johnson
Construction Manager
Renton Village Co.
15 South Grady Way
Renton, WA 98055
Dear Mr. Johnson:
Apparently there was a letter sent to you dated September 8, 1979,
stating the City would participate in the amount of $18,687.05 for
the overs.'zino and extension of the water line installation in con-
junction with the "One Renton Village Place" building, There appar-
ently was a mistake in the transfzr of Infovatation to you in that the
City would participate in the oversizing and extension of the water
line, but not in the amount of $18,687.05,
It has been determined by this office that this amount is excessive
for such an installation and extension. A meeting should be set up
between yourself and this office to establish the City's participa-
tion amount.
Very truly y urs,
Warren C. Gonnason, P.E.
Public Works Director
RLO:jt
9,
J iTs RP1Tt)ti' l "INTIIF` L •'PAR"r; .l
APPIICAT)pN FOR EERVICF AND CONNEMWN OROfR
r [� Date MAY : q_19�_. Ir
l ocefion _ .SJ 7 r CI,. T V/ J / fit' /J!AC��Y,
`�w � wr •� Na111nf aAArr•.
r•v x, erne --
Moi�,f nildrM.
TY •IN4MN wYYrIYr rMYN !. 4 Ipl=M Y W .IrtW1^Wr �Y(w N p�111r Y
1r��w1,1:.Y Ur W M) Yw .Yd.. Ywlarua 4 rwr YW.4 N w Yr YW 1�t,rw�
.Mf•M�W Ir..l,.�J IY IY pIMY IIr .I.Y W�•W 4 4 Y•M Mw•M.•.a ••+.1•Iw ei.�rr
+yI.OM t.Iwr.NYw{• .yr nrryr W r4 d .YY.
Wfaaaera of
4werr w Asawt
'ii C IwIC CIAL wto w1Al yIM�yM/ HAII
or
h.111L pev
TUall orl rue«wr —'- f.o. �a CLOSINGS
ff WYER ntuo-+r Mew' c4:31�'i"a �r.ers.
water . . --...__._
So 0 _
Foal Raadlnq MNre ... . ._..._._.,.__
Pnvlour Rea d;ay Gareafe . . .
,.. new•. IY Muvebee M e4 r) (OTa`
Remark—Lev tkka;��.�.�.�__11_.'�151.1±..—
.bsb%Lby—fGLllSr_7 ri Ir
�IAnrF'� rcr�N�g�� �, L. T � GGi 7�137 )
'er cF n
��_�`iS G� lNIC f)e: TL(rc � C(rPUi Mr� n
.!K
LCr n srtr t .Irvltanrn t r�.�"
9
'" RENTON VILLAGE PLACE 3 _
WATER LINE ADDITIONS TO BE PAID BY CITY OF RENT.IN
: IEN APPRUX ITEM WITH UNIT PkICED 6:U PRILij UNII RMi+E ;
Unit Price$ to be Written in UNIT— N0. QNfY . Onitar ._Cts tit
Words )
SUB TOTAL DELETED ITEMS -
TOTAL COST ADDITIONAL ITEMS 15,496.5 ;
MINUS DELETiD ITEMS -
175-0
4 ->t i X. I
17�7el6.5G
-L -� LU%7� yam' �r
I
i
i
-- c
I
- - t
+
t
kREN'CON VILLAGE PLACE
2 of 3
WATER LINE ADDITIONS TO BE PAID BY CITY OF RENTON
--��" '----�-' f RI�C, titill AtSUI{Ili
( 1CP1 ,IPPkUX . 1ICM UITII U1111 PHI CID D:U Utlll iull �r '. Ctti
N0 ONIY . ( Unit Prices to he Written in IUullar • Cts
Wards) —_ —
SUB TOTAL ADDITIONAL ITEMS 22 ,.181 .50
DET.ETF.D i'tEMS
3 1 12" Tee M.J.xM.J.xFL. each 420.00 420.0"
including Blocking•
„ "
24 � 12 'x8"x6 x6 Cross, FL. edc 560.00 560.00
12" Plug, M.J. each 175.00 175.00
25 1 including Blocking•
26 1 6" Gate valve Fl. including each 400.00 40C.00
Valve Box.
27 1 6"x6"xB" Tee P.E.xP.E.xFL. each 350.00 350.00
including Blocking.
jl each 210.00 420.00
2 6" Adaptors, FL.xP.E.
6" Smith Blair Couplings-
each 360.00
,Z 4
RENTON VILLAGE PLACE 1 of 3
WATER LINE ADDITIONS TO BE PAID BY CITY OF RENTON
IIEM APPkUA . IIEM DI TN UNIT PRICED DAD --- �PRILE/ UNII AMOUNT
NO. ONLY . Unit PriceS to be Written in UNIT + Dollars Cts collar', Cls
-)rds )
ADDITI NAL M S F. 6 I. 12" D.I. Pipe includ-
2 297 ing Trench (54" cover) and L.F. 49.50 14,701. G0
restoration of road.
12"x12"x8" Tee M.J.xM..J.xFL.
3 1 including Blocking. each 4Z0.00 420.00
12"x12"x6" Tee M.J.xM.J.xF1.
4 1 Including Blocking. each 335 .00 385-00
j 1 12" Gate Valve, M.J. includ- each 2, 350.00 2, 380 .00
ing Valve Chamber.
7 1 12" Cap. M.J. inclur'44ng
Blocking. each 175.00 173.00
8 'x8"x6" Tee M.J.xM.,- .xFL.
9 1 including Blocking. each 280.00 280.OG
I
6" Gate Valve FL.xM.J.
12 4 including Valve Box. each 40C.00 1. ,60C.00
6" Solid Sleeve connect to
14 3 Existing Line. each 140.00 4?0.00
Fire Hydrant Assembly includ- Da le-
2, 1 ing Blocking i 6" D. I. run each +7; 50.00 0
to 6" G.V. Sta 4+40.
4 Salvage Existing Valves. 70.00 I 70 n0
3 at Sta 7+53 L 1 at Sta 6+977. each
--
L,pri�
F/e
n-.ONE kr:Nrot. I'LACE
ORDER PROPOSAL NO. 2
11E1a lPPRUx . ITEM WITH UNIT PRICED B:U Pfl10E, UN11 AMDU111
' Unit Prices to be Written in UNIT Dulls rti Cts follar; Cl•
No. QNTY . Words ) —'�� —
DELETE ITEMS 6"x6"x4" Tee FL. incl' "n9 each 245.00 245.00
Blocking.
28
6"x6"x4" Tee M-J.xFL.xFL. each 245.00 245.00
29 1 including Blocking.
i
30 1 6"x6"x3" Tee M.J.xFL.xFL. each 210.00 — 210.00
including Blocking.
i
I 420.00
31 2 6" Adaptors, FL.xP.E. each 210.:
+ 5
t
t2 each 90.00 4 t ^ Smith Blair Couplings.
360.00 `
each 70.00 70.00
,3 i 6" Blind FL.
each 60.00 60.00
34 4" Blind FL.
SUB TOTAL DELETED ITEMS 3,5_5_00:
'TOTAL COST ADDITIONAL ITEMS 28,867. OC. ,>*:
MINUS DELETED ITEMS =
sp`.:
.r.l
/�'► ONE RENTON PLACE 3114 . ...
ci..Q.:GL ORDER PROPOSAL NO. 2}
ITEM APPROX . ITEM WITH UNIT PRICLD U: U IPRICL, UNII AMOUIii
Unit Prices to be Written in UNIT
NU. 11NfY , Uullars Ct. icllnr , Cls
Words )
ADDITICNAL ITEMS
21 1 Fire HydrantAssembly includin each 1,750.00 1,730.00
6�oG.V. St 64+40D run to 6" -
22 q Salvage Existing Valves.
3 at Sta 7+53 6 1 @ Sta 6+97. each 70.00 70.00
23 90 6" Ductile Iron 1,170.00
24 90 4" Ductile Iron 10.00 _ 900_00
SUB TOTAL ADDITIONAL ITEMS 32, 382.00
s
I DELETE ITEMS 12" Tee M.J.xt4.J.xFL.
23 1
including Blocking. each 420.00 420.00
12"x8"x6"x6" Cross, FL. each 560.00 560.00
24 1
12" Plug, M.J.
?, 1 including Blocking. 175.00 175.00
1 6" Gate Valve FL.
including Valve Box. each 400.00 400. 00
27 1 6"x6"x8" Tee P.E.xP.E.xFL.
including Blocking. each 350.00 350.00
014E Fl,NTON PLACE 2/4 _
' CrGE ORDER PROPOSAL NO. 2 I�
--�^ PRICL UNIT AMUUIII
IIIFi APPRUX . ITIN WITH UNIT PR1CtU 6; D
N0. QNfY . Unit Prices to be Written in Oft IT Dollar!, Cts )o11a r. (ts 33i
` Words ) F
ADDITIONAL ITE 1
6"x6"x4'• Tee M.J.xM.J.xFL.
11 2 including Blocking. each 245.00 490+UO
S 12 5 6" Gate Valve FL.xM.J. each 400.00 2,000.00
including Valve Box. +
13 1
6" plug M.J. (Temporary) each 70.00 70.00
i —
6" Solid Sleeve connect to ,
14 3 existing line. �c,ac1 140.00 420.00
M -
15 4" Gate Valve FL.xM.J. `.ach 245 .00 245.00
including valve Box.
16 1 4" Plug M.J. (Temporary)
each 45.00 45.00
17 1 4" 700 --
Blind FL. Taped for 3" 70.00
thread.
IU 1 3" Galy. Nipple x 35.00 35.0G
thread. each —
19 1 3" Gate Valve, thread, includ each 210.00 210.00
ing Valve Box.
20 1 3" Cap, thread each 45.00 45.00
Temporary.
j 6
I
eW ONE RENTON .PLACE ! 1/4
ORDE'R, P" UPO
ITEPI APPkUX . ITEM WITH UNIT PkIC[ U (i:U 1,RILE, GNII AMUUUI
NO. pNTY . Unit Prices to be Written in UNIT Oullars Cts 'io1Sar=. Cts
Words _ _
ADDITIONAL IT .S
Increase trench depth from 36" L.F.
1 597 cover to 54" cover. 3. 50 2,089. 50
F. & I . 12" D.I. pipe includin
trench (54" cover) and restor- L.F.
ation of road. 49. 50 1.9 ,701.50
2 297 —
3 2 12"x12"x8" Tee M.J.xM.J.xFL.
including Blocking. each 420.00 840.00
4 3 12"xl2"x6" Tee M.J.xM.J.xFL.
.ncluding Blocking. each 385.00 1 ,155.00
5 2 12" Gate Valve, M.J.
including Valve Chamber. each 2, 380.00 4 ,-60.00
Temporary 12" plug with 2"
1 tap & 2" temporary blow off each 3SO.O0 35m.00
for testing.
7 1 12" cap. M.J. including each 175.00 175.00
Blocking.
8 12" Solid Sleeve. M.J. x L.P. each 245.00 245.00
8"x8"x6" Tee M.J.xM.J.xFL.
9 I. including Blocking. ea :h 280.00 280.00
6" Tee M.J.xM.J.xFl.
10 1 including Blocking. each 266.00 2o6.0G
.�,•« WsrJ�-.C �'Incl. concrete patching, striping, etc. eae6e 3205L
4arn, Na I/ /!
F�iP S
RENTON VILLAGE COMPANY
15 SOUTH GRADY WAY, RENTON, WASHINGTGN 98055•(206) 228-30M
CINEMA,6 I,
6MERATON-RENTON 4NN
EVERGREEN OEEiCE BUILDING
R6NTON%'%LLAGE 6NOEPING CENTER
September 6, 1979
City of Renton '
City Hall
200 Mill South
Renton, Washington 98055
Attention: Ron Olson
Please find attached the item, unit and price of the extra
water line and fittings for the City added 12" water line
in Renton Place. Also attached is a copy of the contractor
price list of all items to be used in the installation of
the water service to the One Renton Village Place.
As agreed to by Mr. Gonnason and yourself in our July 27,
1979 meeting on tte finalizing of the water line, we are
submitting this fcr your review and approval.
Thanking you for your efforts to date.
RENTON VILLAGE COMPANY
r
Everett nson
Construction Manager
EJ/lm
Attachments
CC: Jim Warjone
Garrett Eddy
Larry Hall
dvk
pov k,K,41
-� P'� C SL' WOPKS DEPARTMSENT
Z
;! DESIGN/U''ILITY ENGINEERING 235-2631
U.y � 9 MUNICIPAL BOIL DING 200 MILL AVE.SO. REXTON,WASN.9905S
9 b'
P
O,gq'ED SEP''`1��
CHARLES J. DEL AURENTI September 8, 1479
MAYOR
Everett Johnson
Construction Manager .,
Renton Village Company
15 S. Grady Slay
Renton. w1A 98055
?!ear Mr. Johnson;
Your co: .any will be reL�bursed the amount of $'p,587,05 for the
oversizing and extension of the water line inst.11ed in conjunctio,
with the 'One Renton Village Place" building.
This per Ronald L. Olsen, Utilities Engineering, City of Renton.
Very tr •1.v yours,
Ronald L. Olsen
Utilities Eng'_ncering
`.rlene Haight
_'tilities Engineering
City of Renton, Utility Dept.
PRESSURE TEST FORM
I
'dater Project 7-
Name of Pr -ojecC �-�.��'rn� i 1/ - 'r—
'L
This test was taken by /,7 (.. � �,� on
At a pressure ofPSI , for _ / S minutes.
The test "Failed" on
"Passed'' on
Comments:
Lease _�J"tJbd 1@f"I(1
GeneralConn-actors -------_— S
September 12, 1979
City of Renton
200 Mill Avenue South
Renton, WA 98055
Attention: Don Monaghan
Subject: One Renton Place Project
Water Line Work
Gentlemen:
This letter will serve as authorization for you to perform water line
tie-in work on a time and materials basis on the subject project.
Very truly yours,
LEASE CRUTCHEP KISSEE
t3i11 Lew1s, Project Manager — —
BL/rp
cc: file
Job
RVC-Everett Johnson
4330 148th NE, PO.Box 817,Aedmond WA 98052 (206)455-2480
ft AMaisMe 6eriarei Gonnsux�n1 Am,ry:e
RENTON VILLAGE COMPANY
15 SOUTH GRADY WAY. RENTON, ',JAS"iNGTON 28055 , 120b) 228 3000
CINEMA I
SHERATON RENTON INN
EVE RGREEN OEFILE BUILDING 4
•F NTON V I L LAGE SHOPPI NO C FNTE R I
ITT
�!
October 18, 1979
;r' . 3
City of Renton I
200 Mill Avenue South
Renton, Washington 98055
Attention: Ron Olson 1'.4w r
Dear Mr. Olson:
We are approaching the time that the new 12" water line
installed in Renton Village place will be put into service.
This letter will serve as a request at the time of tie-in
that the water service to the Vet Clinic be scheduled to
coincide with the tie-in related work to the new 12" water
main.
Thanking You for your efforts to date,
RENTON VIL AGE MPANY
Everett J hnson
Construction Manager
EJ/lm
w-SSbr
UT "Y CONSTRUCTION
P.O Box 99862
Tacoma,WA 98499
Office.363-4046
Res.:565 2898
; o: xr 9, 1979
tic. Ron Oisen
City EngiifLw
City of Renton
Ronton, NA
Re: Ran'_on Plnce Village Project
Dear 5irc
The City of Runtca Water Department h, eeGaested 'hat the fire
line connection for the r-ferenced project be made on Sunday,
Rbve:ober 11, 1979.
Thoy wil% slao ...eke a 6" connection at the Earnest Store on the
scau date.
Sin oroly• ,(
Kc� Slinav
5tq)ari nt;r Jvs'.
EQ0ALOPPO^IUNITv E6'PLO)'ER
111'1 MA IF:
-- - -------------��_- ---___-- --__-__-__�-__-HEAD� 'ft NODEB MEAD 1iOSS085
NO. FROM TO LENGTH VIA" COEF FLOW RATE VELOCITY LOSS /1000
_
r zo1 1.9 14r 400. 12.0 .019200 1+4.97 0.41 0.03 0.07
202 147 149 250. 12.0 .061200 480.65 1.36 0.23 0.91
203 148 151 850. 8.0 .019200 55.53 0.35 0.08 0.09
20• 149 150 600. 12.0 .061200 474.62 1.35 0.51, 0.89
205 151 152 Goo. 0.0 .019200 49.50 0.32 0.06 0.07
206 '•0 153 800. 12.0 .061200 413.77 1.17 0.54 0.68
207 /52 153 400. 4.0 .000000 43.47 1.11 1.19 2.98
200 153 154 350. 12.0 .061200 375.00 1.Cb 0.20 0.54
4 209 1S4 125 350. 12.0 .061200 230.41 0.65 0.00 0.22
4 210 155 124 350. 10.0 •061200 120.27 0.49 0.05 0.14
211 154 155 100. 10.0 .061200 138.36 0.57 0.02 0.21
212 155 156 150. 12.0 .061200 12.06 0.03 0.00 0.00
213 156 157 2800. 12.0 .028200 6.03 0.02 0.00 0.00
4 214 333 142 200. 8.0 .076200 462.36 2.95 1.51 7.55
• 215 67 215 1750. 0.0 .010200 1005.89 6.42 25.99 20.70
216 215 40 200. 8.0 .043200 0.67 0.06 0.00 0.00
`,4 3V1 302 301 400. 4.0 .043900 7.70 0.20 0.04 0.09
4 302 303 302 600. 6.0 .043000 15.40 0.17 0.02 0.04
4 103 304 303 Soo. 6.0 .043800 ?3.10 0 26 0.04 0.09
4 304 305 304 500. 12.0 .043800 30.00 0.09 0.09 0.00
4 305 306 305 800. 4.0 .034800 38.50 0.98 1.40 1.75
4 306 307 306 225. 4.0 .034800 9.03 0.23 0.03 0.11
4 307 309 306 300. 4.0 .046200 37.17 0.95 0.S3 1.77
4 300 300 307 225. 4.0 .034800 16.73 0.43 0." 0.35
4 309 314 308 700. 4.0 .034800 24.43 0.62 0.51 0.73
4 310 313 309 600. 4.0 .046200 9.92 0.24 0.06 0.14 !
• 311 310 309 300. 6.0 .0402C0 34.95 0.40 0.06 0.19 11] 1
4 312 311 310 600. 6.0 .040200 42.65 0.40 0.16 0.27
313 312 311 /00. 8.0 .040200 50.35 0.32 0.03 0.09
314 316 312 900. 6.0 .034800' 76.33 0.07 0.72 0.80
315 312 313 400. 4.0 .034900 18.29 0.47 0.17 0.42
316 313 314 350. /.0 .034800 0.66 0.02 0.00 0.00
4 317 315 314 600. 4.0 .034600 31.47 0.00 0.71 1.19
4 its 316 315 800. 6.0 .034800 39.17 0.44 0.18 0.22
4 319 317 316 400. 8.0 .010200 123.20 0.79 0.15 0.37
4 320 310 317 1600. 12.0 .016200 130.90 0.37 0.09 0.06
4 321 319 318 too. 12.0 .016200 130.60 0.39 0.01 0.06
322 319 320 150. 8.0 .043600 0.78 0.01 0.00 0.00
`.4 323 321 320 300. 4 .031200 6.92 0.18 0.02 0.07
4 324 322 319 300. 12 .016200 147.08 0.42 0.02 0.07
6 325 322 S21 150. 8 0 .049860 14.62 0.09 0.00 0.01
4 326 323 322 1700. 12.0 .016200 169.40 0.48 0.16 0.09
6 327 324 323 400. 12.0 .016200 179.40 0.51 0.04 0.10
4 328 325 324 150. 12.0 .016200 IA9.40 0.54 0.03 0-.12
4 329 326 325 10. 6.0 .043000 82.80 0.94 0.25 0.99
4 330 340 325 b00. :2.0 .016200 116.60 0.33 0.04 0.05
4 331 327 326 250. 6.0 •043A00 92.80 1.05 0.31 1.24
4 332 328 327 150. 6.0 .043B00 102.00 1.17 0.23 1.51
8 333 329 328 400. 6.0 .043800 112.H0 1.29 0.73 1.82
6 334 331 329 000. 24.0 .076200 122.90 0.09 0.00 0.00
t �
1
f IPT .DATA: ^
_____________________________________.__-_____.__-,.____ ____
i
I
' I
r -alm umM
YIVE DATA: Q
- -------------------------------------------------------------------- -
9Ir'E WOOEe MEAD "LOSS
NO. FRM TU LENGTH OIAN LOEF FLOW RATE VELOCITY LOBS /1000
----------------------------------------------------------------------------
8 169 Ito t09 100. 16.0 .076200 130e.95 2.04 0.15 1.56
6 ISO 331 Ito too. 16.0 .016200 2665.L3 6.29 5.75 6.39
151 109 $38 600. 6.0 .178200 68.51 6.74 0.63 1.07
6 157 130 11t 000. 6.0 .179200 77.13 0.88 1.09 1.35
153 Ito 111 300. 12.0 .022200 3370.55 3.09 1.66 5.56
156 lit 112 100. 12.0 .022200 1515.60 6.30 0." 6.76
' 6 155 136 ill 525. 9.0 .019200 74.14 0.47 0.00 0.16
156 113 135 525. 6.0 .Ot9?OO 30.48 0.35 0.07 0.13
I57 112 113 250. 12.0 .022200 1227.66 3.66 I.L2 A."
$56 113 116 300. 12.6 .022200 1023.34 2.90 0.96 3.12
• 159 136 116 525. 9.0 .Ot92Oo 66.IS 0.61 0.06 0.12
6 1" 133 115 525. 6.0 .170200 37.07 0.62 0.17 0.32
161 116 115 300. 12.0 .022200 039.00 2.30 0.63 2.11
162 115 116 I00. 26.0 .019200 29.63 0.02 0.00 0."
I63 115 117 350. 12.0 .022200 779.66 2.21 0.66 1.63
6 166 132 117 550. 6.0 .1711200 77.91 0.88 0.60 0.73
165 317 110 300. 12.0 .022200 607.91 2.29 0.59 1.96
t 166 130 lie 550. 4.0 .019200 12.60 0.32 0.10 0.19
167 I16 lit 300. 12.0 .022200 796.69 2.25 0.57 1."
6 169 129 119 SSO 4.0 .019200 17.91 0.65 0.20 0.36
169 119 120 300. 12.0 .022200 777.54 2.21 0.55 1.92
t 170 127 120 550. 0.0 .022200 206.17 1.32 0.61 1.12
t 171 121 120 900. 12.0 .022200 203.30 0.59 0.12 0.14
t 17? 123 121 250. 8.0 .072200 209.33 1.34 0.29 1.15
t 173 124 122 900. 6.0 .061200 123.66 1.60 2.15 2.39
• 176 125 -123 900. 12.0 .061200 215.36 0.61 0.17 0.19
6 175 125 124 100. 10.0 .061200 9.21 0.04 0.00 0.00
6 176 153 126 900. 6.0 .022200 76.21 0.69 .0.15 0.17
177 126 127 600. 8.0 .022200 70.18 0.45 0.09 0.14
6 178 128 t27 150. 8.0 .OIV200 162.01 0.91 0.00 0.53
It 179 129 128 200. 6.0 .OIV200 93.23 0.60 0.05 0.26
t too 150 128 1000, 6.0 .178200 54.01 0.62 0.70 0.70
• 181 130 129 300. 6.0 .019200 117.07 1.33 0.48 1.60
9 182 131 130 200. 6.0 .019200 135.70 1.56 0.42 2.12
• 183 132 131 200. 6.0 .019200 141.81 1.61 0.46 2.31
• 186 167 132 150. 4.0 .170200 11.78 0.30 0.0; 0.30
t 185 133 132 350. 8.0 .019200 213.97 1 37 0.61 1.16
/06 133 166 t000. 4.0 .178200 7.10 0.18 O.il 0 11
• 187 134 133 300. 9.0 .019200 264.25 1.69 0.5- 1.75
IAB 134 145 1000. 0.0 .019200 136.32 0.87 0.49 0 49
• 199 135 136 300. 10.0 .109200 470.76 1.?2 0.81 2.69
• 190 t36 135 250. 8.0 .109700 355.48 2.27 t 26 5.06
• 191 143 136 550. 4.0 .10"'00 61.55 1.57 3 47 6.32
8 192 137 136 300. 8.0 .1011:00 374.10 2.39 1.69 5.60
193 137 139 100. 6.0 .109200 L1.65 0.17 0.00 0.05
• 196 142 137 300. 0.0 .109200 396.78 2.52 1.97 6.24
197 142 143 400. 0.0 .109200 67.58 0.43 0.08 0.19
• 199 356 13- t200. 6.0 .019200 90.02 1.03 1.18 0.90
t99 1,45 146 300. 12.0 .061?00 357.46 1.00 0.15 0.49
20C 166 147 500. 17.0 .061200 353.59 1.00 0.25 0.30
PIPF DATA;
_-___-------------------------'--------------------------------------'--'------
IIfE NODES WAD ML OSS
!^mi
.y
'? 1
,e.
Fiff DATA;
---__
f If NOE ES HEAD Ht.088
NO. FROM TO LENGTH DIAM COEF FLOW RATE VELOCITY LOSS /1000
99 70 90 500. 4.0 170200 3.03 0.06 0.00 0.01
t f00 89 79 500. 4.0 .178200 19.15 0.49 0.39 0.79
t 101 88 00 500. 6.0 .178200 83.96 0.95 0.80 1.50
i 202 H7 HI 500. 6.0 .118200 75.68 O.S. .65 1.30
t l0J A7 el 400. 18.0 .061200 1705.33 2.15 .5.3 1.32
i 104 84 82 350. 18.0 .061,00 1693.54 2.14 .-.46 1.30
105 83 114 300. 17.0 .076200 119.18 0.17 0.00 0.01
It 106 86 82 500. 4.0 .178200 17.82 0.45 0.34 0.67
i 107 85 84 300. 17.0 .076100 1580.38 2.23 0.49 1.63
IOH 85 86 250. 6.0 .378200 103.46 1.17 0.61 2.43
t 109 107 95 600. 17.0 .076200 1689.80 2.39 1.10 1.84
11 110 106 86 600. 4.0 .179200 41.47 1.04, 2.12 3.54
t 111 105 137 600. 4.0 .179200 43.96 1.12 2.38 3.76
It2 86 87 300. 0.0 .178200 121.09 0.17 0.22 0.72
113 87 Be 300. 8.0 .178200 83.26 0.53 0.10 0..34
t 114 104 Be 600. 6.0 .178200 120.10 1.45 2.24 3.73
`r it-, H9 89 150. 6.0 .178200 121.45 1.36 0.50 3.35
116 90 300. 6.0 .178200 96.27 1.C9 0.63 2.11
117 91 300. 6.0 .170200 76.84 0.97 0.40 1.34
118 91 92 325. 6.0 .178200 73.70 0.04 0.40 1.23
119 92 94 300. 6.0 .118200 78.20 0.89 0.42 1.39
120 91 94 250. 16.0 .061200 1073,43 1.71 0.25 0.96
111 93 95 500. 8.0 .016200 120.72 0.82 0.21 0.43
t 322 96 95 700. 6.0 .061200 211.99 1.35 1.07 1.52
t 123 97 96 250. 16.0 .061200 111.40 0.19 0100 0.01
t 124 122 97 500. 12.0 .061200 117.43 0.33 0.03 0.06
t 125 98 96 900. 16.0 .061200 106.63 0.17 0.01 0.01
• 126 120 98 300. 12.0 .061200 1180.99 3.35 1.60 5.32
127 99 9 250. 16.0 .061200 1068.32 1170 0.24 0.97
• 12A 99 93 500. 16.0 .061200 1209.17 1.93 0.92 1.24
IF 129 t00 99 300. 6.0 .178200 145.88 1.66 1.45 4.84
• 130 119 300 550. 4.0 .179200 70.73 0.73 0.93 1.70
• 131 101 100 300. 6.0 .178200 123.18 1.40 I.C3 3.4!
t37 977 9l 700. 4.0 .178200 16.43 0.42 0..40 0.58
t 133 102 l01 300. 6.0 .178200 109.1.4 1.24 0.81 2.71
It 134 118 101 5-30. 4.0 .178200 20.06 0.51 0.47 0.85
• 135 117 102 550. 6.0 .170200 43.65 0.50 0.25 0.45
3 136 103 102 300. 6.0 .i79200 11.53 0.81 0.35 1.16
�• 137 104 103 125. 6.0 .178200 53.76 0.61 0.09 0.67
i 138 116 10.3 450. 4.0 .178200 23.80 0.61 0.54 1.19
t 139 115 104 550. 6.0 .170200 59.54 0.68 0.45 0.02
t 1-40 105 104 300. 9.0 .178200 128.44 0.82 0.24 0.79
• 141 114 105 550. 0.0 .022200 243.46 1.55 0.95 1.54
147 105 lot 300. 8.0 .022200 65.12 0.42 0.04 4.13
143 106 107 250. 8.0 .170200 185.44 1.16 0.4-1 1.65
t 144 113 106 550. 6.0 .022200 167.B2 1.90 1.02 J.31
4 145 112 t07 550. 9.0 .178200 356.04 2.27 3.35 6.09
6 146 109 107 .00. 9.0 .076200 1154.43 7.37 4.71 47.09
147 100 111 550. 6.0 .178200 73.95 0.84 0.68 1.24
t 14b 109 108 600. 16.0 .076200 1234.41 1.97 0.62 1.37
PIPE DATAt
-_
f 1if Ho015 ..r n.. ....
mw
1
r
1 I-'IPt Up qi
F11'E NODES HEAD NL OSS
NO. FROM TO LENGTH DIAM COEF FLOW RATE VELOCITY LOSS 11000
__----------------------------------- ------------------.._-----------_-------
A 49 65 AA 550. 12.0 .052200 701.25 1.99 1.01 1.63
50 AJ 62 1000. 6.0 .052200 30.34 0.34 0.15 0.15
t 51 45 AA 300. 12.0 .0•i2200 510.99 1.45 0.29 0-.98
IF 52 48 45 900. 12.0 .052200 583.79 1.66 1.15 1.28
J 53 47 46 350. 8.0 .046200 10.30 0.07 0.00 0.00
t 56 48 47 500. 6.0 .046200 20.60 0.23 0.04 0.07
t 55 49 48 500. 12.0 .052200 614.69 1.74 0.71 1.41
56 49 52 4100. 12.0 .020200 242.41 0.69 0.82 0.20
IF 57 51 50 1100. 10.0 .028200 10.30 0.04 0.00 0.00
58 52 51 1000. 10.0 .028200 20.60 0.08 0.01 0.01
59 52 54 3400. 12.0 .010200 211.51 0.60 0.46 0.14
60 54 53 000. 12.0 .022200 72.80 0.?l 0.02 0.02
61 54 55 2800, 12.0 .040200 65.91 0.19 0.05 0.02
62 68 55 600. 12.0 .040200 106.81 0.3i O.03 0.05
63 55 56 1600, 12.0 .040200 101.92 0.29 0.07 0.06
t 6A 68 57 1500. 12.0 .040200 129.05 0.37 0.10 0.06
65 56 57 600. 12.0 .040200 29.12 0.08 0.00 0.00
66 57 58 300. 12.0 .016:'00 333.66 0.95 0.10 0.34
t 67 63 57 1000. 12.0 .040200 248.29 0.70 0.23 0.23
68 58 59 500. 12.0 .016200 260.86 0.74 0.t1 0.71
69 59 62 600. 4.0 .049200 29.57 0.75 0.69 1.15
70 59 60 300, 12.0 .016200 158.49 0.45 0.02 0.09
71 60 61 600. 6.0 .049200 65.69 0.97 0.66 1.10
72 61 62 300, 6.0 .049200 12.09 0.15 0.01 0.03
t 73 64 63 350. 12.0 .040200 200.31 0.59 0.06 0.16
IF 74 69 63 1600. 12.0 .040200 i12.78 0.32 0.08 0.05
t 75 70 66 1200. 12.0 .040200 304.14 1.09 0.63 0.53
76 6A 65 500. 12.0 .040200 103.04 0.29 0.02 0.06
t 77 66 65 200. 12.0 .0/0200 671.02 1.90 0.31 1.57
If 78 67 66 1000. 12.0 .046200 743.82 2.11 1.99 1.99
79 69 68 600. 12.0 .040700 310.67 0.88 0.21 0.35
80 70 69 700. 12.0 .040200 496.25 1.41 0.61 0.87
t el 71 70 1400. 12.0 .040200 1341.99 3.01 B.6A 6.17
t 82 71 67 600. 12.0 .046200 1822-50 5.17 5.99 11.65�
t 83 72 71 400. 18.0 .058200 3237.29 4.08 1.84 4.60
t 84 73 72 700. 10.0 .07,8200 2975.42 3.75 2.72 3.89
t 85 95 72 1000. 8.0 .061200 334.66 2.14 3.76 3.76
`,. IF 86 94 73 V00. 16.0 .061200 1145.60 L.81 1.00 1.12
87 77 92 850. 4.0 .1i8200 10.53 0.27 0.20 0.24
t 88 74 73 600. 18.0 .061200 1835.95 2.3. 0.92 1.53
IF 89 17 74 500. 4.0 .178200 25.94 0.66 0.71 1.42
t 90 75 74 400. 18.1 .061200 1815.94 .29 0.60 1.50
t 91 78 75 500. 4.0 .178200 26.06 0.66 0.71 1.43
t V2 76 75 200 18.0 .061200 1795.93 =.26 0.29 1.46
t 93 80 76 500. 4.0 .118200 26.99 0.69- 0.75 1.50
t 91 el 76 700. 16.0 .061200 1774.97 2.24 I.00 1.43
IF 95 78 77 350. 4.0 .179200 28.97 V.74 0.60 1.73
t 96 79 78 250. 6.0 .178200 64.07 0.73 0.24 0.95
t 97 80 79 150. 6.0 .178200 50.94 0.58 0.09 0.61
1 98 91 77 500. 4.0 .178200 13.54 0.35 0.20 0.39
7
FIFE DATA:
--..--------------------___..__-_________-__--_--______________-_-_--__________-
f1Pf 100E6 HtAA hose
A0. FROM TO LENGTH DIAN COEF FLOW RATE VELOCITY LOGS /1000
----------------------------------------.._________________...______________.___
i 1 4 1 5400. 12.0 .025200 t0.30 J.03 0.00 0.00
t 2 3 2 400. J.,.0 .016200 10.30 0.03 0.00 0.00
t 3 4 3 950. 12.0 .016200 20.60 0.06 0.00 0.00
/ 4 5 544 700. 12.0 .031200 229.79 0.65 0.13 0.18
/ 5 6 5 1000. 2010 .031200 811.99 0.63 0.15 0.15
/ 6 7 6 600. 16.0 .040200 1145.50 1.83 0.00 1.00
A 7 e 7 200. 24.0 .040200 .155.00 0,82 0.03 0.13
/ 8 9 9 450. 16.0 .040200 1166.10 1.86 0.47 1.04
t 9 13 9 300. 24.0 .040200 1176.40 0.83 0.04 0.13
30 10 11 3600. 26.0 .092900 1300.00 5.33 1.74 0.40
11 11 12 200. 20.0 .092800 1300.00 1.33 0.10 0.40
12 12 13 400. 24.0 .082000 1289.70 0.91 0.07 0.18
13 13 16 600. 24.0 .082800 103.00 0.07 0.00 0.00
A 14 15 14 400. 6.0 .031800 10.30 0.12 0.01 0.02
TS 16 17 300. 20.0 .082800 92.70 0.09 0.00 0.00
16 17 13 450. 6.0 .031000 20.60 0.23 0.03 0.07
17 17 19 900. 20.0 .062800 61.80 0.06 0.00 0.00
IS 19 I9 300. 6.0 .046800 20.60 0.23 0.02 0.07
19 19 20 250. 20.0 .082800 30.90 0.03 0.00 0.00
20 20 21 1000. 6.0 .046000 4.43 0.05 0.00 0.00
/ 21 22 21 60U. 6.0 .046800 5.97 0.07 0.00 0.01
22 20 22 350. 20.0 .092800 16.17 0.02 0.00 0.00
23 t9 23 500. 6.0 .049000 10.30 0.12 0.01 0.02
A 24 501 510 2000. 12.0 .031200 255.98 0.73 0.45 0.23
25 24 S11 . 650. 12.0 .016200 139.38 0.40 0.04 0.07
26 513 26 1050. 24.0 .016200 909.60 0.64 0.07 0.07
27 26 27 500. 24.0 .016200 099.30 0.64 ' .03 0.07
28 27 28 100. 24.0 .016200 999.00 0.63 - ( .01 0.07
29 28 29 1700. 24 0 .016200 877.70 0.62 0.11 0.06
30 29 49 900. 16.0 .016200 867.40 1.58 0.39 0.48
31 30 22 6200. 20.4 .082800 0.00 0.00 0.00 0.00
3: ISO 31 1400. 16.0 .002800 1815.67 2.90 4.19 3.00
$3 31 32 900. 24.0 .019200 1742.07 1.24 0.22 0.24
7:4 32 3 400. 24.0 .019200 1,472.06 1.04 0.07 0.18
35 'Lai too, LIZA .019200 1399.26 3.97 0.56 5.50
36 32 35 1300. 16.0 .076200 198.01 0.32 0.05 0.04
793 1400. 16.0 .076200 125.21 0.20 0.02 0.02
3 I34 70 400• 3,O .0!'2200 1,12A,46 415.0_Y) 101.68 254.20A-
�' 4 39 700, 6.0 .043200 540.74 L.fi 27.91 39.72
IF 40 38 37 700, 0.0 .043200 613.54 3.92 7.09 11.27
41 36 706 250. 6.0 .052200 259.35 2.94 2.41 9.89
i 42 39 38 200. 9.0 .043200 686.34 4.39 2.78 13.69
A 43 215 39 700. 8.0 .043200 997.22 6.37 20.51 29.30
4 44 41 39 1000. 8.0 .046200 826.57 5.28 20.55 20.55
/ 45 41 40 300. 0.0 . 43200 64.13 0.41 6.04 0.14
A 46 47 41 400. 0.0 •046200 963.51 6.15 11.17 27.92
t A 47 43 42 200. 10.0 .052200 1036.31 4.23 7.05 10.26
A 49 44 43 800. 10.0 452200 1109,11 4.53 9.40 11.75
PIPE DATA:
PIFE NODES HEAD HLOSS
NO. FROM TO LCH07H DIAN COEF FLOW RATE VELOCITY LOSS /1000
1.. .
'p Ill kn TlOM+ S SUM OF DIFIFRFMCES= 0.775E-01
ITERATION. 9 SUM Of DIFFERENF.fs. 0.702E-02
THAN NORMAL
E E , DIFFERENT
SIVEM PY THE PUMP CHARACTERISTICSFOR
AS PUMP T2F IM PIPE C.ACITY 773.000
IS THE PkOPLEM CORRECTLY SPECIFIED?
SOURCE PIMPS;•
i MADE Hf All FLOW
386 214.20 4532.10
i 39b 202.21 1431.08
IINI IS OF SOLUTION AREI
DIAMETERS - FINCH
EET
I FMGTH
HEADS - FEET
p F_LEVATIOMS - FEET
PkFSSURES - PSI
FLOW - GPM
C.ARCY-WEISSACM FORFW/LA USED FOR FOMPUTIMO HEAD LOSSES
PIPE DATA: -----
____________________________HE"
PIPE MLOSB
-_-_ MODES
V
U tl S J P f 5
000 SSSS 7 F F J553
DObD AAA TTTTT
4 D U A A 7
D D A A T
n D ^AMA T
{ DODDD A A T
Fi *START* User SEA C.MARTIN (3107,7023 h0 057VP5 5". 7733
Date 26-F9b-79 17:32:23 Monitor CM2M HILL KLIO/6.01 VM *STARTS
filet DSK6:OS7PP5.DAT<155•(3107.7023 Cr0*todt 26-F♦b-79 17106100
Print*tl: 26-F9b-79 17:32146
QUEUE Switch&*: /FILE:F(MT /COPIES:1
/SPACINO:l /LIM' I52 JFLRMSINORNAL
26-F^b-79 TIME 17:06
CITY OF RENTON--FIRE AT RENTON VILLAGE (NODES 706 1707)
FY:RGP I N PUGkT PDWR, SECTORS 5 17 COMBINED DATE:23-FES-79 JOSIS125*9.A0
WELLS 1.2.3 RUNNING, SPRIMOBR00K 0 -1300 GPM
MT. OLIVET (NODE 362) W/ ALT, VAI.VE CLOSED
WINDSOR HILLS 6 2007 GF'M(MODE 375, SECTOR 6 P.S. • 388.b OPM(NODE 70)
NEW TA( BOT HILL FS 9 1:00 GF'M(NGDE 1501
FUTURE FACILITIES I1/ SO. RENTON I HOSPITAL P.S. TAKEN OUT (1500 GPM)
TALFO' RES 0 193.33 W.S. FLEV(MGDES 303729)
SAME AS S7F'P3.DAT EXCEPT DELETED PIPES 704 E 705
ALL DEMAND FLOWS ARE MULTIPLIED BY 1.0000
PUMP WIPE FLOWRATE HEAD FLOWRATE HEAD FLOWRATE HEAD SUMP
Mo. NO. E'EVATION
• 1 386 1710.00 325.0 3875.00 250.0 5200.00 200.v -24.00
395 100.00 350.0 775.00 300.0 1600.00 170.0 -15.00
1 PIPES 370
NODE S 270
90URCE F'UMPS 2
:I 14113STEk PUMPS 6
HE bI RVO IRS 3
MIMOR LOSSES 2
a 1'NV4 O
NOZZLES 0
CHECK VALVES 0
r PACK PRES, V, 0
SOURCE PUMPSI
NODE 2N'. ORDER -^^LINEAR r SHUT-OFF ^,ISUMPM1• , _
Al
t'J nl:li u•.w SFA C.MARTIN 1.1107./021 Job OWF'P5 Sr.. 7734
Uate .'6• 'h479 17:32323 Monitor CH2M HILL kL10/6.03 VM *START*
r
*START* Uae,r SEA C.MART14 itorC702] Job nS7FP5 Sew. STAR S
04te, 26-Feb=79 {7332f I} Monitor CN2M MILL k110/6.07 VM 6STANT4
00000000000000000000022722000000333333000000000000000000000000000000000000000000
0000000001111.1111122222222223]33A]33331MM444145555555555666666666677777777778
12345678901234567890123456789012345678901234567890123456189012145678901234567890 I
(� GOO SSSS 77777 PPPP PPPP 55555 O 0 6 7 P P P P 5 A-0
O O S 7 P P P P 555 G/` G.I�
O G s88 7 PPPP PPPP 5
O O S 7 P P 5
O 0 8 7 P P 5 5 r�.O
Goo sass 7 P P 555 `EG£ l/
le, +
Jh 25 �
J �co'
of AAA TTTTT
11 L A A T
b T+ A A T
11 b A A
b b AAAAA T
b A A T
ubbi+ A A T
4STALTe, 0%, A C.MARTIM 13107.7023 Job OS7PP5 Son. 7733
bate, 26-Feb 1'S32:23 Monitor CH2M HILL i.L10/6.03 VM 4STAkf4 _.
F1.et OSkb:C I'r'S.DAT:153>C3:07.702] Created: 26-Feb-79 I7:01700
Pr lntrtl: 26-Fe,o-79 17: 2t46
QUEUE S..ltcbe,s: /FILEIFORT /COF'IES:1
/SPACIMOtt /LIMIT1262 /FORMSINORMAL
26-Fr.b-79 TIME 17104
CITY Of NENION--FIRE AT PINION VILLAGE (MOLES 706 E 707,
RYIPGR FOR PUGET POUR. SECTORS 5 E 7 COMYINFO DATEt23-FED-79 301,:S12544.AO
WELLS 1.2.3 RUNNING, SPk INGIfROOk V -1300 OF"
MT. Ot IVET 4NODE 342) W/ AL.I, VALVE CLOSED
WIMUSOR HILLS 8 200Y OPM4NODE 375, SECTOR 6 P.S. - 368.8 GPM.NODE 70,
.1 j�• 11 �` •� ..L.L. I 1Y
cm (VI
at
ri
Vs, IDA
.IL
IL -�
+.J. ...
f I a.u -
IL
* I
1
{
Mr. Les Donner
Page 3 FECE�vED
S Mash 1979
$12344. AO JUM 25 1979
RENT04 1 jfC,! �,)
These conclusions are considered to be conservative. The
Mt. Olivet beervoir water surface elevation is likely to be
at a higher elevation than listed in table 1. If no, it
would contribute additioral firefightinq water.
The hydraulic elevation at Springbrook will fall to 16o fact.
This way not be acceptable to the city 444 they should be
lafcnead.
Us, thanks for the opportunity to serve you. If you have
any questions, please call.
Sincerely,
D. Collins Martin
lch
enclosure
3/067989
mr, Les Donner
page 2 �ECEJvEo
i Nerob 1979 JUM
$12544. AO 251979
�aew w1:Rc° c�.
1
swrage
The Talbot dills reservoir was assumed to be full. The
Mt. Olivet reservoir was assumed to be severely depleted to
levels below tbose expected during maximum day demand con-
ditions. However, depletion was considered not to be so 1W
that it would be replenisbad during the firs.
This is considered to be a oonservstive approach, Under I80
guidelines firefighting demand must be met during maximum
daily demand. In such a case reservoirs would be full.
Supply
Supply to the section of the systeu being analyzed consists
of wells No. 1, 2, 3, and Springbrook Springs. 8pringbrook
is limited to 1,300-gpm flow.
Demand
Base demand was considered to be at 1976 maximum daily
demand level*.
lirsfighting water was assumed to be demanded at the fire
hydrant locations shown on figure 1 . The allowed minimxua
pressure was 20 psi.
CONCLUSIONS
Our analyses indicate that the required fire flow, 2,250-
tive
fflows an be t themot fire!thout giants andta amused Mt. Olivvetnreservoir
ester surface elevation are listed in table 1 . The hydrants
and alternatives are shown on figure 1 .
Table 1.
Mt. Olivet
Fire aydrant Reservoir
!low _ � watar surface
Alternative f�oT—rfoi2 Total [leo+lion, feet
ME 7th 1 ,13; 1,672 31W ITS
Talbot aoad 2,012 1,463 a,495 1S1
No Improvement 1,324 1,535 2 ,859 105
T
2/818588
--�' MARTIN/lch
LETTER
FINAL
II/II
3/8l79
S12544.AO
I Mash 1979
812544.AO RECEIVED
8125 .l 2 51919
Nk , Les Donner RINTON WtIAC: !'0
Paget Western, Inc.
Puget Power Building
Bellevue, Washington 96004
Dear Iws r
subjects Renton Village Fire Plow Analysis
This letter docmients our analysis of the City of Renton
water systems in the vicinity of Renton Village roughly
bounded by Grady pay, I-40S, Talbot Road, and Rainier Ave-
nus.
The objectives of the analysis were to evaluate the capacity
of two proposed alternative pipelines to deliver fire-
fighting water.
ANALYSIS CONDITIONS
The facilities and operating conditions assumed for fire-
fighting are discussed below. These conditions are con-
sistent with Insurance Service Office (ISO) guidelines.
Distribution Grid
This is the Downtown Industrial 196 some. With two excep-
tions, pipeline asses and alignments are as described in our
1976 report •Water supply Capability for Fighting Fires,'
City of Renton. An S-inch-diasrter pipeline, shown on
figure 1, has been added. Also the pipeline grid labeled
•B' on figure 1 is included.
Em stations
A future West Bills pulp station near tad Avenue and 7th
Street would demand 162 gpm. The Talbot Rills pump station
would demand 1,500 gpm. The Windsor Sills pump station
would deesad 2,007 gpm.
storage
» TA
14
:I'E c,TY :r R[ T '1
dATTIt ?FQJFCT 4 _ 556 SF1'K!; 1•ItU!6(tT f.,� _ UATE_.JLc A 19 9
.,',tTLF. Pn0.if CT 77f°
1 RFNTON PLACF
PR(•21f,l LOCATION RHNTON VILLAGE
Pt YEL2fER P.ENTON VILLAGE CO . _
HOORESS IS_ SO. GRADY MAY
v„
P40NE 22A-3000
EMMENCY
(,HOME .
n
• ;'�TRACTOR� —ASHLEY CONST.__
ADDRESS °.,^. BOX 99%? 7 TACOMA WASH O$499 _
PHONE Rai-4D95 _
EMERGENCY
kJmNE
FCRf MAN MYRON W I K
-!'HUNG
s !`
iW RCENCY
"Hunk
t..,,•; .., .,r �,_., , . r MART,
i
RENTON V W-556
-11750 15/ 11 ' 1/7 2.10. 12.VU.U"2/
Ot760 150 113 114 300. l2. 0.02221
01770 159 116 136 525. B. 0.019'/
01790 160 115 133 515. A. 0.17821
01790 161 116 115 300. 12. 0.02221
01000 162 115 116 100. 26. 0.019121
01810 16.1 115 117 350. 12. 0.02221
01820 IA4 117 132 550. 6. 0.0192/
01830 165 117 110 300. 12, 0.0222/
01060 166 118 130 550. 6. 0.01921
01850 167 110 119 300. 12, 0.07271
01860 I60 119 129 550. 6. 0.01921
01070 169 119 120 300. '2. 0,02221
�31880 170 120 127 550, 7. 0.0222/
01890 171 120 121 900. .2. 0.0222/
01900 172 121 123 250. S. 0.0272/
01910 173 122 124 900. 6. 0.06121
01920 1/4 123 125 900. 12. 010612/
01930 175 124 125 100. 10. 0.0612/
01960 176 126 153 900. R. 0.02721
01950 l77 126 127 60C 0. 0.02221
01960 178 127 129 150. b. 0.0192/
01970 179 129 t29 200. H. 0.0192/
01990 180 128 150 1000. 6. 0.1782/
01990 1&1 129 130 300. 6. 0.0192/
02000 182 130 131 200. A. O.0192/
02010 193 131 132 200. A. 0.0192/
'i 02020 189 132 147 150. 9. 0.1782/
'• 02030 105 132 133 350. S. 0.01921
02060 106 133 166 1000. 9. 0.17021
02050 197 133 136 300. R. 0.0192/
0?060 190 136 145 1000. 0. 0.0192/
02070 199 134 135 300. 10. 0.10921
07000 190 115 136 250. A. 0.1092/
02090 191 136 1,63 550. A. 0.1092/
02100 192 136 137 300. A. 0,10921
02110 193 137 138 100. 6. 0.1092/
07120 194 137 142 300, 0, 0,101121
02130 197 142 143 600. S. O.1092/
02L40 190 IS!, 350 1200. 6. 0.01921
1 02150 199 t95 146 300, 12. 0.0612/
02160 200 166 167 500. 12. 0.0612/
02170 201 1,47 168 600. 17. 0.0192/
1 112100 202 117 169 250, 12. 0.0612/ hhh
02190 203 160 151 050. 9. 0.0192/
02200 204 169 I50 600. 12. 0.0612/
02210 205 151 152 000. N. 0.0112,
02220 206 150 153 000. 12. 0.0612/
3 07230 207 157 153 600. 6. 0.0808/
_ 07260 208 153 154 350, 12. 0.06121
02M 209 173 154 350. 12. 0.0612/
02260 210 124 155 350. 10. 0.0612,
02270 211 156 155 100. 10. 0.0612/
1 02290 212 155 156 150. 12. 0.06121
02290 211 156 157 2"0. 12. 0.02021
02300 2.1 1,62 333 200, 0, 0.01621
3 02310 301 301 302 600. 6. 0,04301
4,11"o V/ !9 80 151. 6. 0.0112/ !
01160 98 77 91 5,00. 4. 0.17021
01110 99 JB 90 500. 6. 0.17821
01100 100 19 89 500. 6. 7.I1d21
01190 l01 d0 d8 500. 6. 0.1187/
01200 102 81 07 500. 6. 0.17821
I
i
F
01210 103 dl 82 600. 18. 0.0613/ 1
01220 106 02 06 350. 10. 0.0612/
01230 105 83 86 300. 17. 0.O/62/
01260 106 82 86 500. 6. 0.1/82/ 1
01250 107 86 85 300. 17. 0.0762/
01260 100 85 96 250. 6. 0.1782/ f.
01270 109 95 201 600. 17. 0.07621 tt
{ 01200 110 t6 106 600. 6. 0.17021 7
01290 111 81 105 600. 6. 0.17021
R 01300 ill 86 87 300. B. 0.17821
01310 113 07 80 300. S. 0.37621
01320 116 BB 104 600. 6. 0.1782/
01330 115 Be 89 ISO. 6. 0.11821
k 01360 116 09 90 300, 6. 0.17921
01350 117 90 91 300. 6. 0.178P
01360 118 91 97 375. 6. 0.1702/
O1310 119 92 96 300. 6. 0.17021
01380 120 93 96 250. 16. 0.0612/
01390 121 93 95 500. R. 0.0162/
01600 122 95 96 700. B. 0.0612/
01610 123 96 97 250. 16. 0.0612/
j 014,0 126 97 122 500. 12. 0.0612/
01430 12S 96 96 900. 16. 0.0612/
j 01660 126 98 120 300. 12. 0.0612/
01650 127 VB 99 250. 16. 0.06121
5,660 129 91 99 500. 16. 0.06121
t.1670 129 9V 100 300. 6, 0.17621
01680 130 100 ll9 550. 6. 0.1792/
01490 131 100 101 300. 6. 0.17021
01500 132 90 91 700. 6. 0.17621 ,•�
01510 1.13 101 102 300. 6. 0.1782/ - Q
01520 136 101 IIB 550. 6. 0.1787/
01530 135 102 111 550. 6. 0.1782/
01560 136 102 103 300. 6. 0.17921
01550 137 103 106 125. A. 0.17671
OIF60 138 103 116 650. 6. 0.1782/
01570 139 106 115 550. A. 0.1782/
01580 160 J06 105 300. 8. 0.17821
01590 161 105 116 550. B. 0.07221
• 01600 162 105 106 341>. B. 0.02221
01610 163 106 107 250. 8. 0.17821
01620 116 106 113 W . 6. 0,02221
) ('1610 14% 107 112 550. 8. 0.17021
01660 146 101 108 100. B. 0.0752/
01650 167 100 111 5". 6. 0.17921
01660 168 109 109 600. 16, 0.0762/
01670 169 109 110 100. 16, 0.0762/
01660 150 110 111 900. 16. 0.0762/
01690 It) /09 138 600. A. 0.17621
01/00 157 111 136 M. 6, 0.17821
O 01710 153 110 111 300. 12. 0.02221
oil
1,,
■ f)OLAO lu {J Stl JO.i. U, U.OA S.'/
oObtlf 62 J8 39 204. B. 0.0672/
005/0 63 39 ;!IS 700, U. 0.0132/
00600 215 215 67 1250 6 0.01021
i
00610 216 215 60 200 0 0.04321
00620 44 39 61 1000. 8. 0,04621
00630 45 60 61 300. 8. 0.0632/
00640 66 61 42 400, 8. 0.0662/
00650 67 A' 63 200. to. 0.0522/
006A0 48 43 66 600. 10, 0.0522/
000,70 69 66 6S 550. 12. 0.0522/
00680 50 66 67 1000. 6. 0.0522/
00690 SI 44 65 300. 12. 0.0522/
00100 52 65 40 900. 12. 0.0522/
00710 53 47 66 350. S. 0.0662/
00770 56 67 68 500, 6. 0.0462/
00730 55 60 69 500, 17, 0.0522/
00740 56 69 52 4100. 12. 0.02821
00750 57 to 51 1100. 10. 0.07821
00160 58 51 52 1000. 10. 0.02021
00770 59 52 56 3600. 12. 0.0102/
00780 60 53 56 1300. 12. 0.02221
00790 61 56 55 2800. 12. 0.04021
00000 62 55 68 600. 12. 0.060I/
00610 63 55 56 1600. 12. 0.0402/
00870 66 57 60 1500. 12. 0.0602/
r 00830 6S 56 57 600. 12. 0.0602/
00860 66 57 58 100. 12. 0.01621
2 00050 67 57 63 1000, 12. 0.0602/
00860 60 58 59 500. 17. 0.0162/
e 00870 69 59 62 600. 4. 0.0692/
00080 71 59 60 300. 12. 0.01621
00890 71 60 61 600. 6. 0.0492/
00900 72 61 62 300. 6. 0.0692/
00910 73 63 66 350, 1'. 0.0602/
00920 76 63 69 1600. 12. 0.0402/ �.
00930 75 66 70 1200. 12. 0.0402/
009" 16 66 65 500. 12. 0.0402/
00950 77 65 66 200. 12. 0.0602/
00960 78 66 67 1000, 12. 0.0462/
00970 79 68 69 600. 12. 0.0602/
00980 so 69 70 700. 12. 0.0602/
00990 81 70 71 1600. 12. 0.0602/
01000 02 67 71 600. 12. 0.0662/
J 01010 83 71 72 600. 16. 0.0502/
01J20 86 72 73 700. 19. 0.0582/
01030 05 72 95 1000. 8. 0.06121
i 01040 86 73 96 900. 16. 0.0612/
01010 97 77 92 050. 6. 0.17621
01060 00 73 76 600. 18. 0.0612/
I 01070 09 76 77 500. 4, 0.17921
0108o 90 76 75 400. 19. 0,06121
01090 91 75 78 '/00. 6. 0.17021
a 01100 92 75 76 200. 18. 0.06121
01110 93 76 80 500. 6. 0.17021
01070 96 76 at 700. 10. 0.0612/
QUEUE 5rttrba6:I,•/i ILE tASI II /fl"I/S:l NCR.
/SPACIN8II /LIMIT1282 /FOkMSiNOkMAL E'
pk ;
j ( 00010 CITY OF kENTON--f IkE AT RENTON VILLAGE (NU01*5 706 $ 707)
00020 RTINGB FUR PUGET POYN. SECTORS 5 8 7 COMBINED DATE123-FED-79 JOB18125♦♦. 1
AO
00030 YELLS 1.2.3 RUNNING, SPNINGBROOM 0 -1300 GPM
000♦0 MT. 01 IVET (NODE 3♦21 Y/ At T. VA1 Of CI ORFD
00030 WINDSOR HILLS S 2007 OFM(MOLE 375. SECTOR 6 P.B. - 380.8 GPM(MODE 70)
00060 NEW TALBOT HILL FS 0 1500 Gf'M(MOUE 159)
00070 FUTURE FACILITIES IN SO. RENTON 8 HOSPITAL P.B. TAAEM OUT (1500 GPM)
00060 TALBOT RES 8 193.33 Y.S. ELEV(NODES 309729) y
00"0 SAME AS 67PP3.DAT EXCEPT DELETED PI►ES 706 S 705 1
00100 /8
00110 *SPECIE MOSTOP-1 $END AN,
00120 PIPES G
OOIJO 1 1 ♦ 5♦00. 12. 0.0252/
001♦0 2 2 3 ♦00. 12, 0,01621
00.30 3 3 ♦ 950. 12. 0.01621
00160 ♦ 5♦♦ 5 700. 12. 0.0312/
00170 5 5 6 1000. 20. 0.0512/
00190 6 6 7 000. 16. 0.0♦02/
00190 7 7 8 200. 2♦. 0.0♦02/ Y
00200 0 0 9 ♦50. 16. 0.0♦021
00210 9 9 13 300. 2♦. 0.0♦02/
00220 10 10 11 3600. 20. 0.0025/
00230 It 11 12 260. 20. 0,08281
002♦0 12 12 13 ♦00. 2♦. 0.00261
00250 13 13 16 600. 2♦. 0.00281
00260 1♦ 14 15 ♦00. 6. 0.0316/ $ ,
00270 15 16 17 300. 20. 0.00281
00780 16 17 15 •50. 6. 0.0318/
00790 17 17 19 900. 20. 0.09281 '
00300 19 19 10 300. A. 0.0♦68/
00310 19 19 70 250. 20. 0.08201
t 00320 20 20 21 1000. 6. O.0♦6S/
00330 21 21 22 600. 6. 0.0♦AB/
00.3♦0 22 20 22 356. 70. 0.0828/
00350 23 /0 23 500. 6. 0.0♦90/
00360 2♦ 510 501 2000. 12. 0.0312/
00370 25 2♦ 511 650. 12. 0.0162/
00380 26 513 26 1050. 2♦. 0.01621
00390 27 26 27 500. 2♦. 0.0162/ .�
00♦00 78 27 20 100. 2♦. 0.01621
Oft♦10 29 20 20 1700. 2♦. 0.0162/
• 00♦20 30 29 N 900. 16. 0.01621
00♦10 31 30 22 6700. 20. 0.0828/
OU440 32 150 31 1♦00. 1&. 0.0025/
00♦50 13 it 32 900. 2♦. 0.0192/
00♦60 3♦ 32 33 400. 26. 0.01921
00♦70 35 33 3♦ 100. 12. 0.0192/
00♦80 36 32 3% 1300, 16. 0.0162/
(10♦90 17 SS 113 1♦00. 16. 0.07621
00t" 38 14 707 ♦60. 6. 0.05221
• 19)'d0 J9 36 31 700. A. 0.0♦32/ .�
400S20 79Y 796 706 10 6 0.01021 FINE i I FF ,.
00".30 799 799 707 10 6 0.0107/ FIRE ) :- F yt,.
N
T
.Fa
qY
NODE DATA$
. --------------------- --------"--------------"----------'-----`-
MODE DEMAND Hot
NO. (CFS) (arm) L.EV HEAD PFESSUkE FLEV
--- ------..------------------------------------------------------
395 0.000 0.00 31.00 144.72 62.71
501 0.023 10.30 , 19.00 1'9.51 60.45 150.51
50.' 0.021 10.30 19.00 139.50 60.45 150.50
503 0.013 10.30 18.00 140.54 60.90 158.54
500 0.023 10.30 15.00 143.05 61.99 150.05
509 0.073 10.30 15.00 143.03 61.96 158.03
510 0.023 10.30 15.00 143.05 61.99 158.05
-it 0.023 10.30 12.00 145.89 63.22 157.89
513 0.000 0.00 11.00 146.67 63.56 157.67
524 0.023 10.30 20.00 130.58 60.05 158.58
0.023 10.30 20.00 138.59 60.05 158.59
544 0.023 10.30 20.00 139.62 60.07 156.62
545 0.023 10.30 20.00 118.58 60.05 159.50 f
546 0.023 10.30 20.00 138.59 60.05 158.50
547 0.023 10.30 20.00 138.58 60.05 158.58
550 0.023 10.30 12.00 146.30 63.40 159.30
551 0.073 10.30 12.00 146.37 63.43 158.37
386 -10.766 -4032.10 43.00 147.20 63.78 190.20
305 -3.188 -1431.09 40.00 1,47.21 63.79 187.21 ,.c 0', 4•A;
729 -7.307 -3112a7 170.00 15.33 6.64 193.33
798 2.950 '_'�32�.aA&,, 23.00 46.20 20.02 69.20 Ft1
7" 3.420 1 1535 04.' 19.00 50.20 21.75 69.20 1`h4, -
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MOW DATA$
NOW DEMAND IMOL
NO. ICi S) (OPM) ELEV MEAD PRESSURE ELEV
_
360 0.027 10.00 66.00 161.13 61.16 165.13
J61 0.022 10.00 50.00 134.65 50.69 186.05
362 0.000 0.00 150.00 36.67 15.02 186.67
363 0.012 5.20 65.00 136.55 59.17 18r.5%
366 0.012 5.20 35.00 197.95 66.11 182.95
345 0.022 10.00 35.00 168.59 66.39 183.58
366 0.022 10.00 37.00 167.20 63.79 186.20
367 0.022 10.00 35.00 169.60 66.83 186.60
369 0.027 10.00 34.00 15o.19 65.09 186.19
369 0.02: 10.00 33.00 1`.0.76 65.33 183.76
350 0.022 10.00 31.00 152.57 66.11 183.57
351 0.022 10.00 31.00 152.53 66.10 103.53 i
352 0.01,4 6.30 31.00 152.61 66.05 163.61
353 0.016 6.30 33.00 169.36 66.72 182.36
356 0.01.3 6.30 31.00 150.44 65.19 191.66 )
355 0.014 6.30 30.00 150.65 65.28 180.65
356 0.014 6.30 31.00 147.90 64.09 178.90
357 0.016 6.30 32.00 146.56 63.5t 178.56
358 0.014 6.30 34.00 169.51 62.62 178.51
359 0.01,6 6.30 31.00 145.66 63.12 176.66
360 0.014 6.30 31.00 166.60 63.69 177.60
361 0.014 6.30 28.00 150.72 65.31 170.72
362 0.016 6.30 26.00 152.62 66.16 178.62
363 0.016 6.30 75.00 156.99 67.16 179.99
366 0.019 6.30 28.00 157,13 65.92 100.13
365 0.014 6.30 26.00 156.01 66.74 180.01
366 0.016 6.30 26.00 156.29 61.73 180.29
361 0.014 6.30 27.00 153.19 66.67 180.39
360 0.014 6.30 27.00 153.65 66.58 100.65
369 0.016 6.30 20.00 153.66 66.69 101.66
370 0.016 6.30 28.00 153.68 66.60 181.68
371 0.016 6.30 27.00 155.96 67.56 162.96
372 0.016 6.30 20.00 156.20 66.86 102.26
373 O.OI4 6.30 29.00 156.03 66.75 183.03
374 0.012 5.20 39.00 163.95 62.39 102.95
375 6.472 2007.00 118.00 50.64 21.86 110.66 w�-►v- .WC6 tf4• @ i
376 0.012 5.70 39.00 143.95 62.30 182.95 1V'
377 0.012 5.20 39.00 143.95 62.18 182.95
3'0 0.012 5.70 30.00 152.94 66.20
379 0.012 5.20 20.00 156.96 67.15 IN2.96
380 0.012 5.20 27.00 155.96 67.58 137.96
381 0.016 6.30 79.00 151.36 65.58 100.36
382 0.01,E 6.J0 29.00 151.33 65.59 190.33
393 0.012 5.20 33.00 149.95 66.90 IB2.952 Mr r (.6 t....wL.•a
184 0.000 1..00 150.00 36.67 15.02 186.67
391 0.000 0.00 Jl.00 145.60 63.06 176.68 " r P 4• ...-_ 011-
.. 600 0.000 J.00 .7.00 M5.96 67.58 182.96
601 0.000 0.00 29.00 1h6.97 67.15 192.97
602 0.060 0.00 27.00 155.96 67.51 182.96 f
392 0.000 0.00 31.00 165.16 62.91 176.10
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Now 0616:
---"--
NGBE DEN/N1D___•.__.. '-_--- NGL
NO. (CES) IOf'NI ELEV --HEAD- PRESSURE -_--ELEV ,
---------- ------------------------------ ------------------------
1.0 0.013 6.03 20.00 146.09 43.65 174.89
151 0.013 6.03 29.00 146.59 63,52 175.59
152 0.01.3 6.03 , 29.00 146.53 63.50 175.53
153 0.013 6.03 28.00 146.34 6 , 174.341 34
154 0.013 6.03 30.00 136.15
155 0.013 6.03 39.00 136.12 56.99 174.12
156 0.013 6.03 39.00 135.12 50.55 174.12
157 11.013 6.03 46.00 128.12 55.52 174.12 ���p�
158 3.342 1500.00 197.00 -10.94 -0.21 178.06 10P H.r+��.S
160 0.000 0.00 107.00 -0.72 -3.78 178.20
161 0.000 0.0^ 187,00 -6.59 -2.95 190.42
30t 0.017 7. 10.00 111.59 48.36 181.59
302 0.017 7.70 69.00 1i2.62 40.90 181.62
303 0.017 1.70 70.00 I11.65 48.36 101.65
304 0.017 7.70 67.00 114.69 49.70 L9t.69
305 0.017 7.70 67.00 114.69 49.70 101.69
306 0.017 7.70 43.00 120.09 32.04 103.09
307 0.00 7.70 63.00 120.12 52.05 183.12
309 0.017 1.70 62.00 121.20 52.52 103.20
309 0.017 7.70 63.00 120.62 52.27 193.62
310 0.017 7.70 64.00 119.68 51.86 103.68
311 0.017 7.70 62.00 321.94 52.00 193.84
312 0.017 7.70 62.00 121.87 52.81 :93.87
313 0.017 7.70 62.00 121.71 52.74 183.71
314 0.017 7.70 62.00 121.71 52.74 103.71
315 0.017 7.70 67.00 117.42 50.90 184.42
316 0.017 7.70 61.00 123.59 53.56 184.59
- 317 0.017 7.70 63.00 121.74 52.75 184.74
319 0.017 7.70 60.00 124.R4 54.10 194.84
319 0.017 7.70 60.00 124.84 54.10 104.04 _ }
320 0.017 7.70 50.00 134,04 58.43 184.64 E
321 0.017 7.70 50.00 134.06 58.44 164.86
322 0.017 7.70 57.00 127.86 55.41 184.86
2 323 6.022 10.00 50.00 135.02 58.51 105.02 �
`r 324 0.022 10.00 52.00 133.07 57.66 105.07
325 0.072 10.00 52.00 133.09 57.67 185.09
326 0-1022 10,00 40.00 137.34 59.52 185.34
327 0.022 10.00 46.00 139.65 60.52 185.65
320 0.022 10.00 45.00 1.40.90 61.05 195.80
329 0.022 10.00 43.00 143.61 62.23 186.61
330 0.014 6.30 42.00 145.07 62.64 t67.07
331 0.000 0.00 43.00 143.61 62.23 106.61
332 O.Ot4 6.30 43.00 147.07 63.73 190.07
333 0.000 0.00 39.00 144.66 62.69 193.66
334 0.014 6...30 39.00 144.43 62.67 Ix3.63
3b5 0.014 6.10 35.00 146.05 63.29 191.0S
3.16 0.014 6.30 38.00 146.17 63,34 194.17 +
311 0.027 10.00 39.04 145.47 63.17 194.67
338 0.022 10.00 40.00 145.54 63.07 105.54
349 0.022 10.00 42.00 143.34 62.1! 185.34 71�:
4
i0
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MULE DATA:
MOUE oEMAMO M06
M0. (CFS) (OPM) ECEV MEAD PRESSURE Uev
96 0.013 6.03 27.00 144.00 62.7E 171."
97 0.013 6.03 29.00 143.89 62.35 171.89
98 0.013 6.03 29.00 142.99 61,92 171.09
99 0.013 6.03 70.00 143.65 A2.25 171.65
100 0.013 6.03 29.00 144.10 62.44 173.10
lot 0.013 6.03 30.00 1,44.14 62.46 174.16
102 0.013 6.03 33.00 141.95 61.51 174.95
103 0.013 6.03 33.00 142.40 61.66 175.30
106 0.013 6.03 34.00 141.38 61.26 175.313
105 0.013 6.03 moo 136.62 59.20 175.62
106 0.013 6.03 40.00 135.58 59.75 175.56
107 0.013 6.03 41.00 134.17 58.14 175.17 )
108 0.013 6.03 41.00 130.88 60.18 179.88 ,p
109 0.013 6.03 46.00 134.70 59.37 I80.70 t-
110 0.013 6.03 46.00 134.86 50.44 180.06
111 0.013 6.03 15.00 134.19 58.15 119.19
112 0.013 6.03 44.00 134.52 58.29 170.1,
Lis 0.013 6.03 41.00 136.40 59.11 17-.60 7
114 0.013 6.03 39.00 137.47 59.57 174.67 ly
115 0.013 6.03 39.00 136.83 59.29 175.'3 &,
116 0.013 6.03 38.00 137.83 59.73 175.e3
117 0.013 6.03 34.00 141.19 61.16 175.19
118 0.013 6.03 32.00 142.60 61.80 114.60
119 0.013 6.03 31.00 143.03 61.98 174.03
120 0.013 6.03 30.00 1.43.49 62.10 173.49
III 0.01E 6.03 30.00 143.61 62.23 173.61
122 0.013 6.03 32.00 139.92 60.63 171.72
123 0.013 6.03 32.00 141.90 61.49 173.90
324 0.013 6.03 43.00 131.OY 56.00 174.07
125 0.013 6.03 63.07 131.07 56.80 174.07
126 0.013 6.03 28.G0 146.19 63.35 174.19
127 0.013 6.03 31.00 143.10 62.01 176.10
120 0.013 6.03 31.00 143.18 62.05 176.1C,
129 0.013 6.03 32.00 142.23 61.63 174.23
1
30 0.O13 6.03 32.00 142.71 61.84 174.71
131 0.013 6.03 32.00 143.13 62.02 175.13
.i 132 0.013 6.03 32.00 143.60 62.22 175.60
133 0.013 6.03 34.00 142.00 61.53 176.00
134 0.013 6.03 35.00 1.11.53 61.33 176.53
135 0.013 6.03 36,00 139.34 60.38 177.34
136 0.013 6.03 60-0 136.60 60.66 178.60
137 0.013 6.03 44.00 136.28 59.05 190.29
i 138 0.013 6.03 99.00 136.27 59.05 100.27
162 0.000 0.00 41.00 141.15 61.17 102.15
141 0.013 6.03 31.00 151.07 65.46 192.07
14!, 0.01E 6.01 32,00 144,04 112,47 116.04
.. 146 0.013 6.03 32.00 143.99 61.35 175.89
167 0.01E 6.03 32.60 143.64 62.26 175.66
140 0.013 6.03 31.00 144.67 62.69 175.61
149 0.013 6.0E 30.00 195.61 63.01 175.61
wt.,,
47
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Sys,
NOD. DATA;- ------------------------------------------------------------
•.� '..
MOUE GENAMU '
M
8p. ICi81 18i8) ELEV HEAD PRESSURE
ELEV
46 0.023 20.30 16.00 140.32 6• -o 156.32
47 0,023 10.30 19.00 137.32 5v.1.1 156.32
48 0.023 10.30 39.00 $37.36 59.52 156.36
N 0.023 10.30 , 15.00 147.06 61.56 157.06
50 0.023 10.30 17.00 139.23 60.33 156.73
51 0.023 10.30 17.00 139.23 60.33 156.23
52 0.023 10.30 16.00 140.24 60.77 156.24
53 0.162 72.00 25.00 130.76 56." INS.76
54 0.162 72.00 25.00 130.70 56.67 155.79
55 0.362 72.00 10.00 145.73 63.15 155.73
56 01162 72.80 93.00 142.66 61.02 155.66
57 0.162 72.80 26.00 135.66 S8.79 155.66
58 0.162 72.00 18.00 137.56 59.61 155.56
.� 59 0.162 72.00 16.00 139.45 60.43 155,45 {�
60 0.162 72.SO 17.00 138.43 59.99 155.43 „s. .
•1 0.162 72.80 17.00 137.77 59.70 154.77
62 0.162 72.80 ".00 134.76 59.40 154.76
63 0.162 72.00 19.00 136.09 $9.32 l".89
64 0.162 72.00 19.00 136.94 59.34 155.94
65 0.162 72.80 19.00 136.92 59.33 155.92
66 0.162 77.00 19.00 137.23 39.47 156.23
67 0.162 72.60 23.00 135.23 58.60 159.23
69 0.162 72.80 10.00 145.74 63.16 155.76 "
6v 0.162 77.00 10.00 145.97 63.25 155.97
70 1.026 461.60 21.01) 133.57 58.75 156.57,
71 0.162 72.00 22.00 143.22 62.06 165.22
72 0.162 72.00 22.00 145.06 62.66 167.06
73 01013 6.03 22.00 147.78 64.04 167.79
74 0.013 6.03 23.00 147.70 64.00 170.70
75 01013 6.03 24.00 1,47.30 63.83 171.10
76 0.013 6.03 26.00 145.59 63.09 171.59
77 0.011 6.04 25.00 1,46.41 63.44 171.41
78 01013 6.03 26.00 1,46.01 63.27 172.01
79 0.013 6.03 26.00 146.25 63.37 172.25
90 0.013 6.03 27.00 145.34 62.98 172.34
`. al 0.013 6.03 29.00 143.59 62.22 172.59
02 0.013 6.03 31.00 142.12 61.59 173.12
81 O.d•13 6.03 37.00 136.50 59.18 173.SB
R4 0.013 6.03 30.00 135.58 58.75 L13.58
8:, 0.013 6.03 38.00 136.07 59.96 174.07
86 0.013 6.03 35.00 130.46 60.00 173.46
87 0.013 6.03 33.00 140.24 60.77 173.24
89 0.013 6.03 31.00 142.14 61.59 173.14
89 01013 6.03 31.00 141.64 61.30 172.64
90 0.013 6.03 30.00 142.01 61.54 172.01
91 0.013 6.03 29.00 142.60 V.79 171.60
v2 0.013 6.03 26.00 145.70 62.92 171.20
93 O.C13 6.03 26.00 145.03 62.05 171.03
94 0.013 6.03 25.40 145.78 63.17 170.79
95 0.013 6.03 22.00 1,40.92 64.49 170.92
i
NODt PAW
ry6L
MODE DEMAND ELEV
NO. ICFS) /U9N1 ELEV MEAD--_- PRESSURE_----------
1 0.021 10.30 26.00 132,57 59.IB 1'S8.57
0.023 10.30 12.00 136.57
37.57 SY.61 1°.:8.57
3 0.023 , 0.30 2t•00 1 6 . 2 158.57
1
/ 0.023 10.30 20.00 138.57 61.42 158.74
5 0.0?3 10.30 17.00 141.74 59.76 158.90
6 0.023 10.30 23.00 137.90 U.31 IS'+•JO
0.023 10.30 50.00 109.70 33.23 159,72
8 0.023 10.30 83.00 76.72
10.3tl $00.00 60.19 26.08 160.19
9 0.023 4,14 1.77 162•11
10 -2.096 -13oo.00 158.00 5.91 160.40
11 0.000 0.00 l47.00 13.40 10.10 160.30
12 0.023 10.30 137.00 23.30 17.00 160.23
f0.30 121.00 39.23
13 0.023 12.^.'. 160.19
1, 0.023 10.30 /37.00 43.20 19.72 160.20
15 0.023 10.30 117.00 13.20
16 0.023 30.30 106.00 54.73 24.80 t60.13
.00 t60.23
2
17 0.021 10.30 l03.00 5 .2 23.49 160.21
18 0.023 10.30 106.00 54.21 30.00 160.23
68.23
20 0.023 10.30 92.00 29.v7 160.22
20 0.023 10.30 64.00 68.11 41.70 160.22
21 0.023 10.30 90.00 96.22 30.43 160.23
22 0.023 10.30 14.00 46.20 20.02 160.20
23 0.02J 10.30 114.00 16.20
24 0.023 10.30 12.00 143.Y3 63.57 ]57.70
25 0.071 10.30 11.00 L46.70 63.57 157.70
76 0.023 10.30 11.00 146.60 63.53 157.57
27 0.02� 10.30 11.00 446.57 63.51 157.56
28 0.023 10.30 11.00 146•Sb 63.03 157.15
79 0.023 10.30 fL00 NS.IS _15.93 160.23
30 0.000 0.00 197.00 -36.77 ]7.b1 173.07
31 0.162 72.BO 07.6_ 66.97 37.64 1,,3.65
32 0.162 72.90 40.00 133.65 57.92 70.80
706 0.000 0.00 IY.00 51.80
707 0.000 0.00 23.00 48.34 20.95 71.59
63.09 173.58
33 0.162 72.80 28.00 145.02 62.84 173.02
3/ 0.161 7?.80 2B.00 143.60 62.23 173.60
35 0.162 72.80 30.00 143.60
36 0.162 72.80 22.00 51.27 27.22 27
33.40 I 7373..27
37 0.162 71.80 21.00 77.08 08
30.90 108.96
3B 0.162 72.90 19.00 09.96 41.03 lit.74
39 0.162 72•90 17.00 94.74 4 .07 132.25
40 0•162 72.80 19.00 113.2 49.09 132.29
41 0.162 72.90 19.00 tt29 51.76 143.46
42 o•162 72.00 24.00 119..46 53.09
1AS.Si
13 0.162 72.80 23.00 122.5t 4Y.0 132.25
215 0.000 0.00 19.00 113.23 50.46 154.91
44 0.162 72.90 20.00 134.9t 58.f6 153.21
45 0.162 72.80 21.00 134.21
MODEDATAI -----------------------------------------------
;ODE
DENAN7
NB. FBI 10►N/ ELEV MEAD FAEBBUkE E1 '�
Mrs)
• s•,. >/4 34/ 1400. 1.1.0 .OA Ifv0 14.20 0.04 v.0v O.0o
41,1 343 375 1600. 14.0 .112200 2007.00 4.10 13.10 8.19
• 40• 376 374 400. 12.0 .06t200' 19.40 0.06 0.00 0.00
4 405 377 376 950. 12.0 .061200 24.60 0.07 0.00 0.00
• 406 378 377 1150. . 12.0 .055200 22.04 0.06 0.00 0.00
• 401 383 377 3000. 12.0 .046200 6.95 0.01 0.00 0.00
400 378 383 2600. 12.0 .01.2100 17.15 0.03 0.00 0.00
6 409 379 378 325. 12.0 1055,00 40.20 0.11 0.00 0.01
410 379 380 :00. 14.0 .055200 5.20 0.01 0.00 0.00
411 381 362 1100, 6.0 .112200 6.30 0.07 0.01 0.01
412 341 342 500. 16.0 .022200 7-9.56 1.16 0.10 0.37
413 385 338 200. 12.0 .076200 1431.08 4.06 1.67 0.36
414 306 332 50. 24.0 .07A100 4832.10 3.43 0.12 2.42
415 394 342 400. 16.0 .022200 0.00 0.00 0.00 0.00
6 •20 359 301 400. 6.0 .145200 46.39 0.53 0.19 0.47
• 421 391 392 300. 8.0 .010200 206.42 1.32 0.29 0.90
4 412 392 395 47' 9.0 1010200 206.42 1.32 0.46 0.99
425 395 148 4f,.. 12.0 .010200 206.42 0.59 0.05 0.13
501 501 502 700. 12.0 .010200 561-4 0.16 0.01 0.01
4 502 503 502 700. 12.0 .010200 133.19 0.39 0.04 0.06
4 503 5 503 1000. 16.0 .010200 571.90 0.91 0.21 0.21
506 546 1000. 12.0 .010200 47.99 0.14 0.01 0.01
A 509 503 550 1200. 16.0 .010200 555.19 0.89 0.23 0.19
4 510 550 508 800. 16.0 .010200 714.42 1.14 0.25 0.31
4 511 502 551 1300. 12.0 .010200 179.83 0.51 0.13 0.10
512 `.08 509 700. 12.0 .010200 91.29 0.26 0.02 0.03
4 513 510 509 600. 12.0 .010200 96.00 0.27 0.02 0.03
6 514 509 511 1500. 12.0 .010200 176.99 0.50 0.15 0.10
4 515 508 25 1500. 16.0 .010200 612.83 0. .. 0.35 0.23
4 510 511 25 650. 12.0 .0t6200 306.07 0.ei 0.19 0.29
519 25 513 460. 24.0 .Ot6200 908.60 0.64 0.03 0.07
4 532 524 547 1000. 12.0 .010200 1.46 0.00 0.00 0.00
4 533 524 4 600. 12.0 .031200 41.20 0.12 0.00 0.01
(-IFE DATA.
-----------------------------------------------------------------------------
FIFE NODES HEAD HL089
NO. FROM 30 LENGTH DIAN CUP FLOW RATE VELOCITY LOSS /1000
-----------------------------------------------------------------------------
4 5.34 525 524 - 900. 12.0 .031200 52.90 0.1.. 0.01 0.01
6 535 510 24 1500. 12.0 .031,00 149.69 0.42 0.12 0.08
530 6 501 1100. 12.0 .031200 323.22 0.92 0.39 0.36
t 540 544 545 1000. I2.0 .010200 108.10 0.31 0.04 0.04
6 541 545 503 700. 12.0 .010200 126.79 0.3e 0.04 0.05
8 542 546 545 600. 12.0 .010200 28.07 0.08 0.00 0.00
4 544 546 547 900. 12.0 .010200 0.82 0.03 0.00 0.00
546 544 525 600. 12.0 .031200 111.27 0.32 0.03 0.05
4 550 551 550 700. 12.0 .010200 169.53 0.40 0.06 0.09
601 371 600 250. 16.0 .010200 99.1.3 0.16 0.00 0.01
602 601 371 500. 16.0 .010200 115.66 0.18 0.01 0.01
603 373 601 550. 12.0 .061900 166.26 0.47 0.06 0.11
4 604 371 602 750. 6.0 .145200 11.23 O.t3 0.02 0.03
605 600 602 250, 10.0 .010200 98.13 0.40 0.02 0.09
t 606 .359 145 500. 8.0 .019200 222.14 1.42/ 0.63 1.75
706 39 706 250. 6.0 10,2,00 1064.66 12.08 40.f4 163.76
707 36 707 300. 6.0 .052200 208.59 1.77j /.9.3 6.42
746 729 161 405. 1"0 .010200 1315.e7 9.41 12.91 26.62�
4 747 161 I60 355. 16.0 .010100 3315.67 5.29 2.14 6.02
A 748 160 158 285. 24.0 .010200 3315.67 7.35 0.22 0.76
• 351 347 340 300. 8.0 .14',200 117.1/ 1.13 0.11 1.19
♦ 358 337 351 16". 6.0 .145200 57.52 0.6% 1.14 0.JI
3Si9 336 352 1600. 6.0 .1452o0 46.76 0.53 0.76 0.47
760 146 352 1600. 12.0 .061000 350.47 0.99 0.70 0.49
361 340 349 300. 8.0 .145200 178.55 1.14 4.12 1.42
• 0.33
362 349 345 :,Sol 6.0 .145200 38.67 0./6 0.18 0.96
• 363 350 344 650. 6.0 .145200 66.92 0.]6 0.62 8
364 .349 350 no. 8.0 .t45200 1�2.96 0.3/ 0.04 0.13
365 350 351 300. 8.0 .14' `200
0 100.46 0.6• o.12 0.46
366 351 357
250. 8.0 .11'70
367 352 353 450. 0.0 .145200 279.99 1./7 1.06 2.35
3r.8 353 354 300. 0.0 .145200 262.70 1.69 0.92 3.07
369 354 353 275. 8.0 .147,200 253.80 1.62 0.79 2.86
370 355 364 350• 8.0 .145200 102.49 1.16 0.52 1.48
371 353 336 600. 6.0 .145200 154.33 0.62 1.27 0.64
♦ 372 334 353 2000. 6.0 .145209 32.07 0.36 0.30 0.23
373 3S4 335 1700. 6.0 .145200
3
373/5 357 3`357 357 400. 6.0 .14'200 17.27 0.10 0.03 0.07
59
376 350 159 600. 6.0 .145200 121.38 1.38 1.95 3.0
37 357 369 50. 6.0 .145200 /1.59 1.06 1.14 3.25
�♦ 378 1
160 359 50. 6.0 .145200 153.45 1.74 0.74 4.93
♦ 379 362 391 400. 6.0 .145200 160.04 1.82 2.11 5.36
t 180 36/ 36p 454. 6.0 .145200 118.16 1.34 1.31
t 381 356 361 400. 6.0 .145200 46.51 0.53 0.19 0.17
10
382 361 362 300. 6.0 .14-3200 ,58.42 0.14 1.42 0.32
t 304 363 362 400. 6.0 .145200 127.91 1.45 1.37 3.42
PIPE DATA{
PIPE NOUEB
MO. FROM TO LEMOTN DIAM COEF FLOP RATE VELOCITY _-LO60___JIO__
__t 385 364 163 300. 8.0 .113200 102.49 0*65 0.14 0./0
4 386 365 363 100. 6.0 .145200 31.73 0. 6 0.036 2 0.22
L t 307 117 366 1400. 4.0 .073200 6.30
389 367 381 1350. 6.0 .112200 12.60 0.14 0.03 0.03
t 399 369 367 300. 6.0 .145200 63.23 0.72 0.26 0.06
♦ 390 367 365 1200. 6.0 .145200 38.03 0.43 0.38 0.32
♦ 391 368 364 1300. 6.0 .145200 42.67 0.48 0.51 0.40
♦ 392 .1A9 368 300. 6.0 .k457OO 112.20 L 27 0.79 2.60
♦ 393 369 355 1300. 6.0 .145200 52.96 O.6C 0.79 O.bU
83
• 394 370 369 300. 6.0 .145200 62.11 1.24 0.25 2.50
1 395 602 369 600. 6.0 .145200 109.36 l.?4 1.50 2.50
t 39 377 3 300. .0 .145200
97.80 1.11 0.60 2.00
197 170 354 31 1300. 6.0 .145200 29.40 0.33 0.23 0.19
• 39 353 372 t50. 6.0 .145200 08.86
0.17 0.07 0.05
♦ 399 4
373 372 50, e.0 .1/5200 8.86 1.01 0.74 1.65
409 601 379 700. 12.0 .061800 50.60 0.14 0.01 0.01
401 352 373 1400. 12.0 .061600 261.41 0.14 0.39 0.28
t 402 374 344 1400. 12.0 .061200 14.20 0.04 0.00 0.00
/03 343 373 1600. 14.0 .112200 2007.00 4.18 13.10 8.19
t 404 376 374 400. 12.0 .OAl`OO 19.40 0.06
0.00 0.00
• 405 377 376 950. 12.0 .061200 24.60 0.01 0.00 0.00
t 406 378 377 1150• 12.0 .ot5200 ?.84 0.06 0.00 0.00
♦ 401 303 377 3000. 12.0 .046200 6.95 0.02 0.00 0.00
r 0.03 0.00 0.40
400 370 .483 2600. 12.0 .052200 12.15 40.20 0.11 0.00 0.01
3'
s
F;YE 'IODES HEAD H1055
NO. FROM TO LENGTH DIAN COEF FLOW RATE VELOCITY LOSS /1000
J35 330 -331 200. 12.0 .076200 '47.44 2.12 0.46 2.32
♦ 336 332 331 200. 12.0 .076200 2060.90 5.95 3.47 17.33
4 337 332 330 159. 12.0 .076200 .fl '.89 6.28 3.00 20.01
338 330 338 1100. 17.0 .076200 1461.15 2.07 1.54 1.40
339 332 333 600. 8.0 .076200 550.01 3.51 6.41 10.69
340 333 334 100. 9.0 .IOV200 07.65 0.56 0.03 0.32
341 334 335 400. 6.0 .145200 175.45 1 99 2.58 6.44
341 335 350 300. 6.0 .145200 201.23 2.?G 2.54 8.47
4 343 336 334 600. P.0 .109200 148.43 0.95 0.54 0.90
* 344 337 336 300. 8.0 .109200 201.49 1.29 0.50 1.66
a 345 338 337 300. 8.0 .109200 269.01 1.72 0.87 2.90
346 AS J47 600. U.0 .145200 187.14 1.19 0.93 1.56
347 330 339 300. 16.0 .022200 995.13 1.59 0.20 0.67
348 339 340 400. 16.0 .022200 865.16 1.36 0.20 0.51
349 340 341 750. 16.0 .022200 738.0 1.19 0.29 0.38
350 342 346 1400. 16.0 .013,00 728.56 1.16 0.47 0.34
351 339 343 1700. t.0 .059200 119.97 1.36 3.79 2.23
F 352 339 346 1000. 17.0 .076200 1430.96 2.02 1.34 1.34
t 353 344 343 150. 12.0 .013200 1897.23 5.37 1.40 9.31
4 354 345 344 300. 17.0 .076200 1816.31 2.57 0.64 2.12
♦ 355 346 345 300. 11.0 .076200 1787.64 7.53 0.62 2.05
356 346 349 400. 6.0 .145200 11.41 0.13 0.01 0.03
* 357 347 340 300. 8.0 .145200 177.14 1.13 0.42 1.39
* 358 337 351 1600. 6.0 .145200 57.52 0.65 1.14 0.71
359 336 352 1600. 6.0 .145200 46.76 0.53 0.76 0.47
360 346 352 1600. 12.0 .061900 350.47 0.99 0.78 0.4,
36) 348 349 300. 0.0 .145200 170.I1 1.14 0.42 1.42
* 362 349 345 550. 6.0 .145200 30.67 0.44 0.19 0.33
4 363 350 344 650. $.0 .14520C 66.92 0.76 0.62 0.91
364 349 350 250. 13.0 .145200 129.89 0.83 0.1, 0J7
365 350 351 300. 0.0 .145200 52.96 0.34 0.04 0.13
364 351 352 ?50. 0.0 .145200 100.48 0.64 0.12 0.46
367 352 353 450. 13.0 .145200 229.99 1.47 1.0, 2.35
360 353 354 300. 0.0 .145'00 262.78 1.60 0.92 3.07
369 J54 355 275. 8.0 114500 2$3.80 1.62 0.79 2.86
370 355 364 350. 0.0 .145200 102.49 1.1. 0.52 1.46
371 355 356 600. 1.0 .145200 117.90 1.34 1.75 2.91
* 372 334 353 2000. 6.0 .145200 54.33 0.62 1.77 0.64
373 354 335 1700. 6.0 .145200 17.07 0.36 0.30 0.23
374 356 357 400. 6.0 .145200 65.16 0.74 0.36 0.01
375 357 358 400. 6.0 .145200 17.27 0.20 0.03 0.07 -
376 350 359 600. 6.0 .145200 121.30 1.39 1.65 3.06
377 357 364) 350. 4.0 .145700 41.59 1.06 1.14 3.25
* '470 360 359 I50. 6.0 .145200 153.45 /.74 0.74 4.93
a „19 362 391 400. 6.0 .145200 160.04 1.82 2.14 5.36
.V 361 360 450. A.0 .145200 110.16 1.34 1.31 2.92
• 301 356 361 400. 6.0 .145200 •16.5t 0.53 4.1V 0.47
382 361 367 300. 6.0 .145200 .58.42 0.44 0.10 0.32
4 383 364 .161 1500. 6.0 .145200 116.37 1.32 1.42 2.83
4 304 363 362 400. A.0 .145200 127.91 1.45 1.37 3.42
r,
i
,
5 .
RENTON PLAZA
ADDENDUM NO. TWO
7-11-79 - page three
S. &EGTiON 96196 .
per,
T. SECTION 07111 ELASTOMEP•IC MEMBRANE WATERPROOFING i. 1B-2:
Change ". . .walling. . . . " and ". . root . . . ." to ". ..walking. .. . " rod
". . .room. . . ." respectively.
U. SECTION 07200 BUILDING INSULATION
1. 2.1A Change ". . .Owens/Corning Fiberglas:. . .." :o read ". . .JG
Thermafiber. . . ...
2. 2.2A Chance to read "A. Exterior concrete walls, c.;lumns and beau;
where indicated, install 1" and 1';" expanded polystyrene board."
3. 2.2C Change ". . .1'='. . . ." to ".. .1".. . ."
V. SECTION 07512 PROTECTED MEMBRANE ROOFING (PP14) 2.3
1. Change R value to 15.
2. 3.5; Delete.
3. 3.6E: Add: at precast concrete Parapet flasn into reglet as shov:n
o-i drawings.
W. SECTION 07900 SEALANTS 2.1
r
Change ". . .Tranco P;mieric. . . ." to . ..T,emco DYm^riC. . . .
A. SECTION 08360 OVERHEAD DOOR 1.1B
Add Provide support frame as shown on drawings.
Y. SECIION 08400 ENTRANCE AND STOREFRONT SYSTEM
1. 2.1B Change ". . .3' x 7.. . . ... to ".. .3' x B'-S". . .."
2. 2.IC Change to: 2 layers "a" tempered clear class with i," air space
insulated unit.
3. 2.1,;; Delete ". ..1-3/4". ..."
4. 2.1: Add: K. All aluminum shall be dark bronze anodized. Match
Kawneer ",rmanodic Anodic Hard Color Dark Bronze No. 40.
Z. SECTION 085uU METAL WINDOWS 2.6
Change ". ..medium. . .." to ".. .dark. ..
AA. SECTION 03700 FINISH HARDWARE 2.1
Chance ". . .oil rubbed bronze. . . ." to ". . .polished chrome. . .. "
K. SECTION 09100 LATH 3 PLASTER 3.5A:
Change ". . .3/4". .. ." to ". . .7/8". . . ."
CC. SECTION 10200 MISCELLANEOUS SPECIALTIES 2.2A
Change to read:
A.ACCESS DOORS OR PANELS
Access doors or panels shall be provided as indicated ur required znd shall sy
be YC" x 24" except inhere otherwise indicated or requir?a with expandeti t
metal winds, standard flush screwdriver operated cam latch, fi:ted with
flush hinges, factory prime painted equivalent to Milcor Style ' K" where 4
used in plaster, Style "M" where used in ceramic tile or mason-Y. Style
"A" where used in acoustic tile, and Style "DW" where used in gypsur,
via II board. Submit product literature for approval
DO. SECTION 14200 ELEVATORS 2.2K-3
Change to read: "First and Second ,floor. . . . '
1, EE. SECTION 15500 F:RE PROTECTION SYSTEM 1.16 "
Add "(including area et 2nd floor lobby ceiling between roll-down fire
door and wall at entry doors)."
+yy
1d
1
RENTON PLAZA.
ADDENDUM NO. TWO
7-11-79 - Page two
B. The following construction surveying shall be provided by the
Contractor:
1. All other surveying and staking required to perform work.
2. Replacement of stakes damaged or removed, provided by
Owner under item A above.
C. SECTION 03400 PRECAST CONCRETE 3.1A page 03400-6
Delete "coloring agent as required to. . . ."
D. SECTION 06100 1.1B
Delete item 9 (Addendum No. One)
E. SECTION 05720 ORNAMENTAL METAL
1. 3.4 Page 05720-4: Add: Handrail and base assembly to be No. 8
mirror polish stainless steel .
2. 3.5 page 05720-5 Delete this item - change to:
RESTROOM SOFFITS AND TELEPHONE COUNTER
estroom soffits to be No. 4 satin finish 16 qa stainless steel. If
joints in soffits are required they shall be fully welded and polished
to match No. 4 finish.
3. Add: 3.6 Stainless Steel Planter
Planter at beam over north entry to be 18 gauge mill finish stainless
steel. All joints shall be fully welded to insure a watertight unit.
F. SECTION 08500 METAL WINDOWS 2.5:
Delete requirement `or full weld and m-tered corners. Frame sections may
be butt joined with internal flashing nd sealing as required for a weather
+nd air tight installation.
G. SECTION 10160 TOILET PARTITIONS 2.2A
Change "overhead braced" to read: "ceiling supported."
H. SECTION 15600 HEATING AND AIR CONDITIONING 1.1B paqe 15600-1
Add: 9. All exterior louvers including installation and sealing.
I. SECTION 15600 HEATING AND AIR CONDITIONING 1.1C page 15600-2
Delete item 5.
J. SECTION 01100 ALTERNATIVES 1.3 item 14:
Change "IP, gauge" to "25 gauge."
K. SECTION 01200 ADMINISTRATIVE PROCEDURES 1.3
Delete item "C"
L. SECTION 01300 SUBMITTALS 1.10
02=, 02555, 02F% 02750: Add "as built drawings" 'g submittal
requirements.
M. SECTION 02304 AUGERED CONCRETE PILES 1.2E
Change ". . .at Contrtctor's expense.. . ." to read ".. .at Owner's expense.. . ."
N. SECTION 02560 SANITARY SEWER 2.1:
Change ". . .3 feet 32 inches. . . ." to read ". . .3/32".. . . "
0. SECTION 03300 CAST IN PLACE CONCRETE 3.9C1:
Delete item "a" and 3.9D5: Delete iterr "b".
P. SECTION 032CO CONCRETE REINFORCEMENT 2.1:
Add: "E Plain Reinforcement - smooth wire for spiral reinforcement shall
conform to "SPECIFICATION FOR COLD DRAWN WIRE FOR CONCRETE REINFORCEMENT"
(ASTM A82) fy shall be 60,000 psi.
Q. SECTION 09250 GYPSUM, ORY1:.".LL 2.1A:
Delete item 1. (All gypsum board to be TYPF X)
P. SECTION 05410 METAL STUD SYSTEM,
Delete entire section and replace with new SECTION 05410 enclosed,
i
p
Project: Renton Plaza Project No. 7825 Date: duly 11, 1979
ADDENDUM NO. TWO
To: All prime Contract Document holders of record: a
This addendum forms a part of the Contract Documents and modifies the original
specifications and drawings, dated June 18, 1979. as noted below. Acknowledge
receipt of this Addendum in the space provided on the Bid Form. Failure to do
so may subject the bidder to disoualification.
This Addendum modifies the following items and consists of 4 pages herein, and
drawings attached.
I.
INSTRUCTION TO BIDDERS
Under paragraph Y, and L Page 1B-4 add the following: The General Contractor w
awarded the contract shall enter into a subcontractor contract with the assigned
-, subcontractor. All costs relating to the work to be performed by the sub-
contractor, including design fees, shall be d part of the Contract between the
General Contractor and subcontractor.
2. L'II PROPOSAL
dd t e following to C UNIT PRICES page 5:
unit price to unit price to
install approx. install after
50% of all units substantial
prior to substan- completion (max.
tial completion 6 months)
I
27. TYPICAL ceiling mounted
exit sign, mounted and
connected in tenant
office area ADD/EACH 5 $
3. Add the following to C UNIT PRICES page 4, item 0:
(not including material cost of gypsum wallboard firnished per item 13).
3. SPECIFICATIONS
-,ect on u10O - SUmmARY OF THE 'WORK
Under paragraph 1.8 page 01000-4, schedule of drawinos, add the folloiwng:
CM-3 AIR RISER DIAGRAM
B. SECTION 02200 - EARTHWORK 1. 1-D page 02200-1;
SECTION 02500 - DRAINAGE 1.1-G page 02500-1;
SECTION 02555 - WATER DISTRIBUTION 1.1-D page 02555-1;
SECTION 02560 - SANITARY SEWERS 1. 1-D page 02560-1;
SECTIDN 02600 - SURFACING 1.1-D page 02600-1;
SECTION 02750 - IRRIGATION 1.1-1 page 02750-1;
change to read:
1• Surveying,
A. The following construction surveying shall be provided by Amer.
1. Offset control stakes establishing building grids A; D; G;
and grids 1. 2, 3, 4.
p. Permanent bench mark.
3. Ro-lgh grade stakes set at 1DO feet on center both directions
cuverin$ area of wirk.
Amthimm-Gala i Al,, (1~H.nFbh AIA.i/Av !L114", A/A.ChArhn-H
w "IN w Irf Jim.N k,cra AIA T'u]A 5rhmd,MA
i"co."m rrAAll r r ti AKh M',,..rt MItl IOP•rlimOlnp 331ti NArA MrArt N6Nn w'AYI'b i/,:On wllla 4!If,ha AI"b
open"
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HALMO BLDG•
i
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♦' gX/.577 6. WA'!'EA /VYAfN
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f,�e7 WwTER Mfr WATER—' ,++.s�.--
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Q EXlS 77
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F.I�Zr_ W .� 1�`� L�77iTf✓_. N OVERF_X Sj/ INVER r6 -f SEWER I _.
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! STANDARD FIRE H✓ORAHT ET -r § /^� -'EiA�' E
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I �
/ TIEW IAI110, HILL i9 0 IWO U+'MeNUUL 1r.N)
FUTURL FALILITICS IN SO, RFAION E 040SPITAL P.S. TAffM OUT (1500 GPM)
TAL ROT Rlfl d t93.33 Y.S. ELFV(NODES 306729)
I SAMf AS S7PP3.OAT EXCEPT DELETED PIPES 704 1 705
ALL REMAND FLOWS ARE MULTIPLIED 8Y 1.0000
1
P 00. P 6'E FLONRA7E HEAD FL OYkATE HEAD FL OYRAtE HEAD SHOTION
N(1 ELEVATION
' 1 l 386 1710.00 325.0 3075.00 250.0 5200.00 200.0 -N.00
2 305 200.00 350.0 775.00 300.0 1600.00 170.0 -15.00
P PIPES 370
"GOES 270
SOURCE PUMPS 2
F NI1OSTfR FUMF'S 0
' RESERVOIRS 3
MINOR LOSSES 2 I
1 YRVf 0
NOZZLES 0
ll CHECK VALVES 0
f v MACH Pus. V. 0
';OUkCE PUMPS:
MODE 2N14 ORDER LINEAR SHUT-OFF SUMP �a
COEFFICIENT COEFFICIENT HEAD ELEVATION �O
386 -0.1796 -13.326 370.36 -24.00
305 -10.1615 -16.955 359.57 -15.00
RESERVOIRS:
MOVE ELEVATION j` ?l
1 799 69.20
93.33 729
7OR
MINOR LOSSES::
P IfE MIhOk LENGTH PLUG EOUIVAI FNt
NO. LOSS h LENGTH
766 7.53 96.00 495.21
747 2.42 I00.00 363.01 13l'1 Fog
NET SYSTEM DEMAND EOUALS 6119.801
SUM OF POSITIVE REMANDS IN SYSTEM EQUALS 8014.800
r ITERATION- I SUM OF DIFFERENCES- 0 J:-0E+03
IIEkATIDM- 2 SUM OF DIFFERENCES- 0.135E+03
ITERATION- 3 SUM OF DIFFERENCES- 0.919E+02 ,
IIERATION- 1 SUM OF DIFFERENCES- 0.311E+02
ITERATION- S SUM OF DIFFERENCES- 0.134E+02
ITERATION- 6 SUM Of DIFFERENCES- 0.112E+01
ITERATION• 7 SUM OF DIFFERENCE$- 0.620E+00
IIIkATION- 8 SIIM OF Ptff EkEMCE'S- 0.775E-01
ITERAITON- 9 SUM Of UIFFC*f N('.E9- 0.202E-02
INC FI DYkATE 1431.OSt IS OUi TE 0fF'FEREMt THAN THE NORMAL CAPACITY 775.Goo
AS GIVFM 6T THE PUMP CHARACTERISTICS FOR f-UMP IN iIF1 all
IS 114 PA M.IR COPPEC'TLY SPECIFIED#
a .
u6440 NI 10.3 12./
1 064U0 "A 0 it./
06460 524 10.3 20.1
06410 525 10.3 20.1
' 06480 544 10.3 20./
06490 545 10.3 20./
06500 546 10.3 20./
a 06510 547 10.3 20./
065?0 1150 10.3 12./
06530 151 10.J 12./
F 0654O ,.'beR
06550 729 193.33/
06510 798 69.2/
F 06570 799 69.2/
06!.eo PUMFS
06590 396 1710 325 3876 250 :200 200 -24/
F 06600 365 200 350 775 300 1600 170 -15/
F
7
06610 MINOR
06620 746 7.53/
06630 747 2.42/
06640 RUN
06650 END
*VEND** User SEA C.MARTIN 13107.7023 Job OS7i'F'5 500. 7733
Date 26-Feb-79 17t441,44 Munitor CH2M HILL KL10/6.03 VM **ENDS*
*SEMUa* Us' SEA C.MAPT7M C3107.7027 Job 057PF'5 Sea. 7733
�..U*to 26-F9b-79 17144.14 Monitor CH21 HILL KL10/6.03 VM **END**
P
a t a L P T S P ! R u n L o a a t a
17.32:23 LPDAT CLPTLBJ LPTSPL var*ion 102(2352) rurmina on TTTCOl123_O). 26-ie
b-79 17:321237
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ob-79 /71321233
17932:39' LPMSO CLPTSTF Starting File USK0IOS7F'P5•CMT<155>C 3107.70277
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17130120 LPMSO CLPTCPT CMc•'Potnt TYaan during file USK0f087PP5.DAT<151PIJI0/.
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7144144 LPBUM Spoolor 28 Paee*. coat 6 2.52r Aecwmt n.nbari 8f:A12541.AO 4
1,5880 346 5.7 +•/
0`1890 365 10.0 35./
05900 346 10.0 37./
05910 347 10.0 35./
05920 348 10.0 36-/
05930 349 10.0 33./
05940 350 10.0 St./
05950 351 10.0 31./
MOW 352 6.3 31./
05910 353 6.3 33./ ,
05960 356 6.3 31./
05990 355 6.3 30./
06000 356 6.3 31./
`r 06010 357 6.3 32.1
06020 358 6.3 36./
06030 359 6.3 31./
06060 360 6.3 31./
06050 36i 6.3 28.1
06060 2A2 6.3 26./
06070 363 6.3 25,/
OA080 366 6.3 28./
06090 365 6.3 '26./
06100 366 6.3 24./
06110 367 6.3 27./
06170 369 6.3 27./
06130 369 6.3 29.1
0-140 370 6.3 26./
06150 771 6.3 27.1
06160 372 6.3 2A./
06170 373 6.3 2� .i
06180 3/4 5.2 39./
06190 375 2007.0 118./
06200 376 5.2 39./ '
06210 377 5.2 39./
y Oa220 179 5.2 3U./
06730 379 5.2 28./ /
0.240 380 5.2 27.1
0625U 381 6.3 29./
0626 ' 382 6.3 29./
062'0 383 5.2 33•/
06200 304 0.0 150./
06290 305 0.0 60./
06300 396 0.0 63./
06310 391 0 31./
06J20 A00 0 271
063AO 601 0 291
06360 602 0 27/
06350 392 U 31/
06360 395 O 31/
06370 7" 0 1781
i)6380 501 10.3 1"
OA390 502 10.3 19./
06606 501 10.1 to./
06610 506 10.3 15./
066l0 509 10.3 It./
06610 ,10 10.3 15.1
OM46 311 10.3 /2./
i
W-10" I43 6.03 .5/./
W,290 145 6.03 12,/
05300 146 6.03 32./
05310 147 6.03 32./
05320 148 6.03 31./
05330 149 6.03 30./
05340 150 6.03 29.1
05350 151 6.03 29./
05360 152 6.03 29./
05370 153 6.03 20./
05300 154 6.03 36./
05390 155 6.03 38./
05400 156 6.03 19./
05410 157 6.03 46./
05420 158 1500.0 197.1
05430 160 0 167/
05440 t61 0 187/
05450 301 7.7 70./
05460 302 7.7 69./
05470 303 7.7 70./
05400 304 7.7 67./
05490 305 7.1 67./
05500 306 7.7 63./
05510 307 7.7 63./
05520 308 7.7 62.1
05530 309 7.7 63./
05540 310 7.7 64./
05550 31.1 7.7 62./
05560 312 7.7 62./
05570 313 7.7 62./
05580 314 7.7 62.1
05590 315 7.7 67./
(4600 316 7.7 61./
05610 317 7.7 63./
05620 3.8 7.7 60./
05630 319 7.7 60./
05640 320 7.7 50./
056L0 321 7.1 50./
05660 122 7.7 57.1
05670 323 10.0 50./
'YS600 324 10.0 52./
05690 32`. 10.0 52.1
0:.700 326 10.0 48./
05710 327 10.0 46./
0",720 329 10.0 45./
05730 329 10.0 43./
05740 330 6.3 42./
05750 '31 0 43./
,)5760 332 6.3 43./
05770 333 0 39./ 'q
05780 334 6.3 39./
p5790 335 6.1 35. ,
0M. OO 336 6.3 30./
05610 337 10.0 39./
(15020 330 10.0 40./
05630 339 10.0 42./
06040 340 10.0 44./
I :Y.O dl 341 14.0 :/1,1
U�AYJ bl -Y•�
04/00 H: 6.03 .SI./
04/10 03 6.03 37./
` 04120 04 6.03 38./
04730 05 6.03 38./
04760 06 6.03 35./
06750 07 6.03 33./
04760 BH 6.03 31./
04770 89 6.03 31./
01780 90 6.03 30./
06790 91 6.03 29./
06800 92 6.03 26./
01810 93 6.03 26./
'I 1/820 94 6.03 25./
`11830 95 6.03 22./
018/0 96 6.03 27.1
04850 97 6.03 28./
04060 98 6.03 2q./
04070 99 6.03 28.1
06880 100 6.03 29./
06890 10l 6.03 30./
04900 102 6.03 33./
04910 103 6.03 33./ r
06920 104 6.03 36./
04930 105 6.03 39./
{ 01960 106 6.03 60./
06950 107 6.03 61./
f 06960 108 6.03 11./
06970 109 6.03 16./
06980 110 6.03 66./
06990 111 6.03 65./
05000 112 6.03 61./
05010 113 6.03 61./
05020 114 6.03 39./
05030 115 6.03 39./
15060 116 6.03 38./
� J5050 117 6.03 36./
05060 lt8 6.03 32.1
05070 119 6.03 31./
05080 120 6.03 30./
05090 121 6.03 30./
05100 1.2 6.03 32.1
05110 123 6.03 32./
05120 126 6.03 63./
05130 125 6.03 63./
0S160 126 6.03 29.1
05150 127 6.03 31./
05160 120 6.03 31./
05i70 129 6.03 32./
OU190 130 6.03 32./
05190 131 6.03 32./
011200 132 6.03 32./
G5210 133 6.03 36./
b5220 134 6.03 33./
05230 135 6.63 18./
052i0 136 6.03 60./
05250 137 6.03 46./
G5260 t3i 6.03 66./
04100 ?7 IO.J 11./
04110 28 10.3 11./
04120 29 10.3 12.1
04t30 30 0.0 197./
04140 31 72.8 87./
04150 J2 72.8 40./
04160 799 0 23/
04170 799 0 19/
04100 106 0 19/
04190 701 0 23/
04200 33 72.8 28./
04210 34 72.8 20.1
{ 04220 35 72.8 30./
I1 ` -4230 36 72.8 22.1
M)4240 37 72.9 24./
04250 38 72.8 19./
04260 39 72.8 17./
04270 40 72.8 19./
04280 41 72.8 19./
t (14290 42 72.0 24./
04300 43 72.0 23./
04310 215 0 19./
04320 44 72.6 20./ 1
04330 45 72.9 21./
04340 46 10.3 16./
04350 47 10.3 19./
04360 48 10.3 19./
04370 49 10.3 IS./
04300 50 10.3 17./ _
04390 51 10.3 17./ r
04400 52 10.3 16./
04410 53 72.8 25.1 {.
04420 5/ 72.8 25./
04430 55 72.0 10./
')4440 56 72.8 13./
'l-)4450 ,7 72.8 20./ ri
I14460 58 72.e 18./
04470 59 72.8 16./
04400 60 72.9 17./ `
04490 61 72.8 17./
i
0450 67 72.8 20./ t
04510 63 72.8 19./ P
04520 64 12.8 19./ e
k
0453C 65 72.8 19./
04540 66 72.6 19./
04550 67 72.8 23./
04560 68 72.8 10./
04570 69 72.6 10./
04590 70 461.6 21.1 380.6 FS TO SECTOR 6
04590 71 72.8 22./
04600 72 72.0 22./
04610 73 6.03 22.1
04620 74 6.03 23./
04630 75 6.03 24./
04640 76 6.03 26./
06650 77 6.03 25./
1,4660 78 6.03 26./
10 919 416 332 50. 24.
03'v20 41b 384 342 400. 16. 0,02221
03510 601 371 600 750 16 0.01021
03540 603 373 601 ! 0 12 0.0618/
09550 604 602 371 ,.,0 6 0,1452/
03560 602 601 371 500 16 0.0102/
03570 605 600 602 250 10 0.01021
03580 606 145 359 500 8 0.01921
03590 SOl 501 502 700 12 0.01021
03660 502 502 503 700 12 0.0102/
0.1610 503 503 5 1000 16 0.01021
03620 506 546 525 1000 12 0.01021
0J630 509 350 503 1200 16 0.01021
03640 510 500 550 800 16 0.01021
` 3650 511 551 502 1300 12 0.01021
."O 34660 512 508 509 700 12 0.01021
03.:70 513 509 510 600 12 0.0102/
03680 514 511 509 1500 12 0.01021
OJ690 515 25 508 1500 16 0.01021
03700 519 25 511 650 12 0.0162/
03730 519 25 513 460 24 0.0162/
03720 532 547 524 1000 12 0.0102/
03730 533 4 524 600 12 0.0312/
03740 534 524 525 800 12 0.0312/
01750 535 24 510 1500 12 0.0312/
03760 538 6 501 1100 l2 0.03121
03770 540 545 544 1000 12 0.0102/
03781 541 503 545 700 12 0.0102/
03790 542 545 546 600 12 0.01021
03800 544 547 546 900 12 0.01021
03810 546 544 525 600 12 0.03.2/
03820 550 550 551 700 12 0.01021 _
03830 NODES
03640 1 10.3 26./
3850 2 10.3 22./
13860 3 10.3 21./
� ,3870 4 10.3 20.1
01880 5 10.3 17./
01890 6 10.3 21.1
n3900 7 10.3 50./
{ 03910 8 10.3 83./
F 03920 9 10.3 100./
03930 10 -1300.0 158./
03940 1/ 0.0 147./
03950 12 10.3 137./
03960 13 10.3 121.1
03970 14 IDA 132./
J 039" 15 1013 117./
03990 16 10.3 106./
04000 17 10.3 90J./
04010 IB 10.3 106./
¢ 04020 19 10.3 9L./
04030 20 10.3 92.1
04040 21 10.3 64./
04050 22 10..4 90./
0J060 23 10.3 IN./
O}070 24 10.3 12.1
04090 25 10.3 11./
h.
n29,0 362 S15 349 550. 6. 0.1452/
02930 3A3 344 350 &50. A. 0.1452/
02940 364 349 350 '50. 8. 0.1452/
02950 365 350 351 300. S. 0.1452/
02960 366 351 352 250, B: 0.1452/
02970 367 352 353 450. B. 0.1457/
02980 369 353 354 300. S. 0.14521
02990 369 354 355 275. 8. 0.1452/
03000 370 355 364 330. B. 0.1452/
03010 371 355 356 600, 6. 0.1452/
03020 372 353 334 2000. 6. 0.1452/
03030 373 354 335 1700. 6. 0.1452/
03040 374 356 357 400. 6. 0.1452/
k.�03050 375 357 350 400. 6. 0.1452/
03060 376 358 359 "0. 6. 0.1452/
03070 377 357 3" 350. 4. 0.1452/
03000 378 359 360 150. 6. 0.1452/
03090 379 J91 362 400. 6. 0.1452/
03100 420 391 359 400 6 0.1452/
03110 121 392 391 300 8 0.0102/
03120 422 395 392 475 8 0.0102/
03130 425 395 148 400 12 0.0102/
03140 748 158 160 205 24 0.01021
03150 747 160 161 180 16 0.01021
03160 746 729 161 96 12 0.0102/
03170 380 360 361 4-SO. 6. 0.1452/
03100 381 361 356 400. 6. 0.14521
03190 382 361 362 300. 6. 0.1452/
03200 383 361 364 500. 6. 0.1452/
03210 38- 362 363 400. 6. 0.1452/
03220 385 363 364 300. S. 0.1452/
03230 386 363 365 100. A. 0.14521
03240 387 366 367 1400. 4. 0.0732/
OJ250 388 367 381 1350. 6. 0.11221
03260 389 367 368 300. 6. 0.1452/
03270 390 365 367 1200. 6. 0.1452/
03200 391 364 368 1300. 6. 0.3452/ .,..
03290 392 368 369 300. 6. 0.1452/
03300 393 355 369 1300. 6. 0.1452/
03310 394 369 370 300. 6. 0.1452/
01320 39': 369 602 600. 6. 0.1462/
03330 J96 370 372 300. 6. 0.1452/ -
03340 397 370 354 1300. 6. 0.1452/
033SO 390 372 353 1350. 6. 0.1452/
03360 399 372 373 430, 6. 0.14•,2/
03370 400 601 379 700. 12. 0.0618/
014380 401 352 373 1400, 12. 0.061S/
03390 402 344 374 1400. 12. 0.0612/
03400 403 343 375 1600. 1,4. 0.1/22/
03410 404 374 376 400. 12. 0.0612/ .i
03420 405 376 377 950. 12. 0.06121 i1..
r
03130 106 777 378 1150. l2. 0.0552/ �.
03440 407 317 383 3000. 12. 0.0462/
03450 400 318 303 2600. 12. O.Ob22/ ^
Q./460 409 378 379 375. 12. 0.0552/
p3470 410 J/9 380 $00. 14. 0.0552/
034NO 411 391 102 1100. 6. 0.1172/
r?340 .wn Sc4 3C5 500. 12. 0.0438/
02350 3w; 305 306 800. 4. 01034R!
02360 3C6 306 307 225. 4. 0.03481
02370 307 306 309 300. 4..0.0462/
02300 306 J07 308 225. 4. 0.0348/
02390 30O 9 113 600. 4. 0.0462/
02400
02410 311 10,0 310 300. 6. 0.0402/
024"10 31:1 310 311 600. 61 0104021
02430 113 312 311 400. 8. 0.0402/
07440 314 312 316 900. 6. 0.0346/
02450 315 312 313 400. 4. 0,034tl/
'32460 316 313 314 350, 4. 0.0348/
~02480 314 315 318 00. 6. 0.0346/
02490 339 $16 317 400. 6. 0.0102/
02500 220 317 318 1600. 12. 0.0162/
02510 323 316 319 100. 12. 0.0162/
02520 322 319 320 1b0. R. 010438/
02530 323 320 32t 300. 4. 0'0312/
02540 - 324 319 322 300. 12. 0.0162/
02550 325 321 372 150. 8. 0.0498/
02560 326 322 323 1700. 12. 0.0162,
02570 327 323 324 400. 12. 0.01621
02580 328 324 325 250. 12. 0.0162/
02590 329 325 326 250. 6. 0.0438/
0260C 330 325 340 000. 17. 0.0162/
02610 331 326 327 250. 6. 0.0430/
0262V 332 327 326 150. 6. 0.0438/
02630 333 328 329 400. 6. 0.0438/
02,640 334 329 331 tl00. 24. 0.0762/
02650 335 330 331 200. 12, 0.07621
02660 336 331 332 200. 12. 0.0762/
02670 337 330 332 IiO. 12. 0.0762/ z
02660 330 330 338 1100. 17, 0.07621
02690 339 332 333 600. 0. 0.0742/ -
02700 340 333 334 100. R. 0.10i21
02710 341 334 335 400. 6. O.t452/
02720 342 335 358 300. 6. 0.1452/
02730 343 334 336 600. 6. 0.1092/
02740 344 336 337 300. 8, 0.1092/
02750 345 337 336 300. B. 0.1092/
02760 346 336 347 600. 61 0.1452/
02770 347 336 339 300. t4s. 0.022:1
32700 34b 339 .140 400. 16. 0.0222J
02790 349 340 341 750. 16. 0.02221
07800 3`i0 342 346 1400. 16. 0.01321
02610 35t 339 343 1700. 6. 0.0582/
02820 .352 346 338 1000. tl. 0.07671
02830 353 343 344 156. 12. 0.01+2/
r 02040 354 344 345 300. 17, 0.07621
02850 355 345 346 300. 1l. 0.07621
02660 356 346 348 400. 6, 0.1452/
02770 3';7 348 347 300. 8, 0.1452/
02880 356 3t11 337 1600. 6. 0.1452/
02890 '69 336 352 1600. 6. O.t452/
j u29n0 31.0 .544 35 1600. t7. 0.0618/
�i
. ,r Project: Renton Plaza
Addendum No. One
page five -
N. Sertion 16500 LIGHTING
In the Fixture Schedule, page 165GO-5. change the, tyke
from "7055" to:
7055A2
0. Section 9510 SUSPENDED ACOUSTICAL CEILING page 951D-(, eam .:•c
new paragriph:
2.6 R.
_LIGHTING DIFFUSE
i�vator obhy ceiling light wells. floors 3 thrcugh
7, pruvit'9 lay-in acrylic 013stic louvered diffuser, wi`°.
white acrylic diffuser an top supported by almimsn grid
system; as detailed, white Acrylicube by Intergrated
Inc., 2231 Colby Pv-!nue. Los Angeles, California 90064.
DRAWING MODIFICATION
A. Sheet T ad Note: provide 10' x 20' x 5" thick concras.r: caw r',� v
dumpster with 10/10 6 x 6 wwf (trans pad by others,
B. Sheet C-1 and C-3: add note: "area of existing paving at west. r.. A xi-M1
of Site shall remain. Remove existing paint stripping a{ie ruobt
Install new paint stripping and curbs as shown", d
C. Sheet C-2: Change 6" water mains from Renton Villag: Placo t^
hydrants to B" D.I. water mains (2 places).
D. Sheet C-1: Chance grade at shaded building area from 29.b� cc,
L,1
4 E. Sheet C-3: Change curb width at section thru planter to 10' . De,c ::' '
g reinforcing dowell at curb detail and add "attach curb to ..,pod'', t�" f
with "Leykold Tennis Court Binder spec L7-1" as manufa-tire) !;
Chevron Asphalt Company". "
F. Sheet C-4: '-urb and sidewalk at Renton Village Place AJo ^o?d .:.: ; '.
between back of curb and sidewalk• Delete thickened euoe et ;w • ' w
of curb and sidewalk.
G. Sheet A-9: Room Finish Schedule: change wall finish et all r:,
and vestibules to restrooms "MR GYP BD with V.W.C.
H. Sheet A-9: Room Finish Schedule: Change wall finish of to
GYP BD/Paint.
1. Sheet A-9: add note: "leaseable areas scheduled for paint ......
prime painted o..ly".
J. Sheet A-9: add note: "interior areas scheduled for expose; t,-"'
floor shall receive sealer - ,ee specifications".
K. Sheet A-6: Penthouse Roof Plan: Change 2' x S hatch •^
2'-6" x 3'-O" roof hatch.
L. Sheet A-6: Penthouse and Building Roof Flan: Provide 10/1fi
6 x 6 WWF reinforcing in topping slabs at mechanical rooms ROE an.'
M. Sheet A-7: Core Plan First Floor and Typical Floor: Add ceiling
access panel at Mans restroom and Womens restroom at 311 ftpr,r,,
2'-6' x 2'-6"
N. Sheet S-2: Change note near grid tine 4 betwee{, ari{i F gad f
"Top bar 3'-0" minimum with standard hook at edge beam' .
0. Sheet 5-1: Typical Bar Details - Type "K' bar: Change s.:'< •_
right hand end at bar from "BT" to "S'.
P. Sheet A-3: Add (2) exit signs - (1) at door 117, (1; at actor "D;
Q. Sheet A-6: Add concrete splash blocks at penthouse roof downlipon'•:•
R. Sheet A-9: Room T-11 walls to be M.R. GYP BD. and enamel Paint.
S. Sheet A-15 details 2 and 4 end Sro t A-19 detail 2: Paint rev<-i•
between window sill and avn bl flat 1,1erl,
Y
"n Project: Renton Plaza
Addendum No. One
page four -
H. Section 06100 ROUGH CARPENTRY
1 . Under paragraph 1.16, add the following new line:
9. installation of all exterior metal louvers furnished by
mechani_cal—contractor.
2. Under Vart 37XE-NUTI -1 M ete Paragraph 3.2F, in its entirety.
J. Section 09100 LATH AND PLASTER
1. Under PART 2 - PRODUCTS, page 09100-3, add the following new
paragraph:
2.5 SPRAYED FIREPROOFING
Flonokote f i reproof ing as manufactured by W.R. Grace 6 Co. ,
or approved.
2. Under PART 3 - EXECUTION, page 09100-6, add the following new
paragraph:
3.9 INSTALLATION SPRAYED FIREPROOFING
A. Application of sprayed fireproofing shall be is accordance
with the printed instructions of the material manufacturer
for the fireprooling rate required by code.
B. Install on surfaces of intermediate landing beams in
stairs exposed in air shafts.
K. Section 05510 SUSPENDED ACOUSTICAL CEILING
Under pdragraph 2.5A, page 09510-3, delete the last sentence and
substitute the following:
Tne aluminum shall be 64R profile, polished finish. Provide exter ,r
carriers at exterior installation and interior carriers at interior
installation, both complete with insulation above.
L. Section 09900 PAINTING
1, Under paragraph 3.66.1 , naoe 09900-8, in the second line.
change the phrase "... ..with one coat....." toy
". . .. .with two coats. . .. ."
2, Under paragraph 3.66,pare 09900-8, add the following new
subheading:
2. Apply stair. at 300 square feet per gallon per coat.
M. Section 10200 MISCELLANEGUS SPECIALTIES
I . Under paragraph 2.3B Hatch:, page 10200-2, change the size
-0" x 3'-0" to:
2'-6" x 3,-01„
2. Under PART 2 - PRODUCTS, pace 10200-4. add the following new r'
paragraph:
2.7 MAIL COLLECTION BOX
A. Cutler-Federal, box 5710, or approved.
B. Size: 36" high. 40" wide. 12" deep, recessed.
C. Finish: Stainless steel.
r
,
t
Project: Renton Plaza
Addendum No. One
- page three -
B. Section 01000 SUWIARY OF THE WORD
1. Add the following new paragraph:
1.9 The General Contractorswill be furnished 40 construction
sets of Contract Drawinq; and Specifications by the Owner.
Additional sets required shall be paid for by the Contractor.
2. Under paragraph 1.6 TEMPORARY SIGNS AND NOTICES, page 01500-2,
second sentence to read "The Owner shall Provide and pay for
project identification signs similar to. . . . ."
C. Section 02304 - AUGERED CONCRETE PILES
Under Part 3. pace 02304-7, paragraph C. OBSTRUCTIONS:, last sentence
change the number "2.5" to 4_0, and the number 1124" to 16.
D. Section 02368 STEEL PILES
Under paragraph 3.3A, page 02368-6, add the following subheading:
3. The 90 Ton, 1'.75" t steel�ip� and the 50 Ton 10" d steel pipe
Files shall be��iven open ended and reouire no concrete fill
or reinforcin
E. Section 1250�STTDRAINAGE
Under paragraph 3.18. page 02500-3, first line, correct the phrase
".... .gravel lines trenches. .. ." to:
gravel lined trenches. . .. .
F. Section 026 1IRFACING
t 1. Under Part 2, pane 02600-2, add the tollcwing new paragraph:
2.4 STRIPING P.A11iT
Gowan-Camp eb T Traffic Paint, white, No. .300, Can-Do-Enamel,
or approved.
2. Under paragraph 3.2, page 02600-2. add the following new
sentence:
Extruded curb width shall be 10". see detail,
3. Una Part 3. UT10,14. page020FT,Tame following new
paragraph:
3.5 STRIPING
� Preparation: thoroughly clean the areas upon which
stripiri will be Placed.
B. Place striping where indicated on drawings in strict
accordance with manufactarer's recommendations.
G. Secion 02750 IRRIGATION
Under Part 2 PRODUCTS. page 02750-2. change the following sub-headings
by adding the phrase. N. I.C,
2.2 SPRINKLER HEADS -N.T-11._
2.3 MANUAL CONTROL VALlTE�N.I.C.
2.4 ELECTRICAL CONTROL VALVES=N.I.C.
2.6 AUTOMATIC CONTROLLER - N.1.Ci
A
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r
Project: Renton Plaza
Addendum No. One
page two -
F. Under CONTRACT EY.ECUTION, paragraph G, page 1B-6:
1. Deleteelast phrase of the second sentence, reading:
" . , the amount of which is difficult, if not impossible
to ascertain".
2. In the last sentence after the first word. "Bidder", insert the to k
a phrase: y
and at its Option_.
3. In he fast sentence after the second word, "Bidder", delete the
remainder of the sentence readino, and to declare a ,,+
forfeiture of the Bidder's Bid Security.
3. BID PROPOSAL z ,r
e ete the ntire Bid Proposal form and substitute the attached new
Bid Proposal form, dated 7/3/79.
4. A1A CONIRACT FORM A101
R j�-.—UndeOGRESS PAYMENTS, change the first sentence to
v
read ". .• .Contractor, the Owner shall make..." ;
6. Under ARTICLE 5 PROGRESS PAYMEt1T� , gelete the portion of the first
sentence stating, 'Tot later that thirty days following....". f '
and substitute: 1
Not later than ten o_a s�following .. .
C. Un LeSGGRESS 3AYPlENTS, cfiange the last tine to read
e
in part, "... ..incomplete Work, withholding and unsettled claims. . .."
5. GENERAL CONDITIONS - A.IA FORM 201
A. iJnder paragraph�PAYREM the first line should be corrected to
7 read (in part):
9.4.1 The Owner will , within seven.... . `
B. under paragraph 9.8 SUBSTANTIALON, the fifth line should
be corrected to read (in part):
9.8.1 When the Contractor the Owner a list. . .. . FF
6. SPECIFICATIONS f
>ect1on 000-SLWARY OF THE WORK: �
Under paragraph 1.6 page 01000-4, schedule of drawings, add the
following new paragraphs:
C. CIVIL
CI Grading and Drainage Plan
C2 Water and Sewer Pla
C3 Parking Plan
C4 Sidewalk Plan Profile
D. ELECTRICAL
E1 Preiim+^ary Oneline Diaoram
E2 3rd - i,n Floor Liqhting Plan
E3 3rd - 7th Floor Power Plan
E. MECHAI:iCAL (HVAC)
CM-1 Roof and Mechanical Equipment Rooms
CM-2 First Floor Duct Layout [
rc
i
ill
- C?� w(��H1F
A wq
Project: Renton Plaza Project No. 7825 Date: July 3, 1979
ADDENDU'4 NO, ONE
To: All prime contract document holders of record:
4
This addendum forms a part of the Contract Documents and modifies the original
specifications and drawings, dated June 18, 1979, as noted below. Acknowledge
i receipt of this Addendum in the space provided on the Bid Form, Failure to
do so may subject the bidder to disqualifirA ion.
This Addendum modifies the following items ,and consists of six panes herein
and drawings attached.
S
1. INVITATION TO BID In the second paragraph, second line, change the bid opening from
"3:00 PM on July 5, 1979" to:
3:00 PM on Jul �18, 1979
k 3. In the last paragraph, delete the f r�entence and substitute the
following:
A bid bond will not be regiired.
2. INSTRUCTION TO BIDDERS
A. Under EXAMINATION OF DRAWINGS, SPECifICPTIONS AND SITE OF WORK: ,
After the first sentence th r ine nsert thefollowing:
The Owner's construction manager, Everett Johnson, will be available
to walk the site to answer questions, if scheduled by calling 28-3000.
S. Under SUBSTITUTIONS/ALTERNATE PROPOSALS, on pave iB-?, in the first i
f sentence, de ete the phrase, . .. . or not later tman 3:00 PM on
June 29th."
C. Under BID BASIS, page 1B-4, delete paragraph K and substitute the
following:
K. The designated HVAC Contractor is Key Mechanical Company of
Washington, 544 Industry Drive, Seattle, Washington, who will
be assigned as a subcontractor to the selected General Contractor.
All plumbing work and the fire protection system (^prinklers?
shall be bid as specified herein.
L. The designated Electrical Contractor is Holmes Electrical
Contractors, 1415 Seneca Southwest. Renton, Washinaton, who
will be assigned as a sub-contractor to the selected General
Contractor.
D. Under BID BASIS, page 18-4, add the follm4ing new paragraph!
M. The HV�nd electrical portion of the work are "bidder-designed".
E. tinder BID SECURITY, page 1B-4, delete the entire paragraph and sub-
stitute the or owing:
A bid bond is not re uired.
AnP%, kS.A111M, ,04 RM F%14M %IA IW d1.1"W6 AIA S'hA "#f tiftln lrt InnR fiern+AIA PwlA S,hT.4r AIA
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RENTON PLAZA ADDENDUM NO. TWO
Renton, Washington July 11, 1979
SECTION 05410
METAL STUD SYSTEM
Suspended ceiling framing shall be stabilized against lateral movement
by mean; of diagonal bracing conforming to requirementt of U.B.L.
Table 23-J.
F. Runner channels shall be saddle tied with hanger wires and spaced
4 feet on centers and not more than 6 inches from parallel walls or
beams with all splices lapped 12 inches and tied; accurately align
runner channels relative to indicated ceiling height, looping wire
after tying around vertical 3 times and cutting neatly.
G. Furring channels shall t- clipped or saddle tied to runner channels
with 16-gauge tie wire and spaced at 16" on centers with all splices
lapped 12" and tied.
H. Form all openings in ceilings and frame all openings for recessed
light fixtures, air diffusers, access doors, hatches, etc.
s
J. Where wide air conditioning ducts above suspended ceilings interfere
with hangers, provide independent framing below ductwork to
support the ceiling as required; hangers shall not be attached
to ductwork or :mechanical equipmer- ,
3.5 FURRING
Provide furring attached to concrete and masonry, furring on metal
framing to conceal utilities, furred soffits, and other furring as
indicated, necessary and as directed to conceal rough work whether
indicated or not.
3.6 BACKING PLATES
A. Provide and install as required or directed galvanized backing plates
not less than 14 gauge 4" wide in lengths as required welded or bolted
rigidly to studs for all items requiring backing plates which are
shown on the Drawings, specified in other sections, or as required.
B. Coordinate specific requirements with applicable subtrades and
suppliers to accurately locate and provide for proper alignment of
equipment, fixtures, and accessories.
END OF METAL STUD SYSTEM
05410-7
p
RENTON PLAZA S ADDENDUM NO. TWO
Renton, Washington July 11, 1979
SECTION 05410
METAL STUD SYSTEM
G. Install 18-gauge double studs secured together, continuous from
floor to ceiling track, and install at earn jamt of all doors and/or
cased openings. Provide other gauges of studs for special conditions as
detailed or required.
H. Studs adjacent to frames shalt be securely attached to top and
bottom track, either by welding or screws, and door head tracks
secured with clip angles; studs shalt not be located further than
2" from door and window frames, abutting partitions, partition
a corners and other construction, and all frame anchors shall be welded
or bolted to studs.
i. Over door, borrowed lightframes, and cased openings, a section of
tract, with a clip angle at each end shall be placed horizontally
and securely attached to adjacent vertical studs; cut-to-length
studs shall be installed at the location of the vertical joints and
at standard spacing over the header extending to the ceiling track.
Use similar system at sills.
J. Sound rated partitions shall be installed in a manner to preserve
acoustical characteristics using care to maintain isolation
between metal on opposite sides of partitions.
K. All partition and wall assemblies shall be aligned true and plumb
to a tolerance of I in 200 horizontally and 1 in 500 vertically.
L. Cut gypsum board to fit between flutes at all locations where partitions
abut underside of metal decking.
3.4 SUSPENDED GYPSUM BOARD CEILINGS
A. Conform to bracing requirements in Seismic Zone III.
B. Hanger wires shall be spaced not over 3 feet on centers in direction
of runner channel and not over 4 feet on centers in direction at
right angles to runner channels.
C. Hanger wires shall be cast into concrete by locating in forms before
concrete is placed, or shall be supported from structural beams.
D. Hangers shall be .^read as follows:
Fascia or Drop Height (Inches) Size and Hanger Spacing
8-12 No. 8 at 24-inch centers
12-24 No. 8 at 18-inch centers
24-36 No. 8 at 12-inch centers
05410-6
1
x.
ADDENDUM NO. TWO
RENTON PLAZA July 11, 1979
Renton, 'Washington SECTION 05410
METAL STUD SYSTEM
D. Framing shall be erected in true planes to provide solid backing
for finish materials; tolerance limitations are specified under
the various finishes unless noted herein.
E. Where partition. furring, or ceiling suspension type is shown ,
at a given area, or an area of similar use or type, the partition,
furring or ceiling suspension type which is indicated shall be provided.
F. Remedial work including framing, furring, and ceiling suspension
systems necessary to achieve specified tolerances shall be accomplished
under this section.
3.3 PA^"1TION FRAMING
A. Each partition shall be constructed as indicated on the Drawings
except that all necessary offsets in framing may not be indicated;
adjust location of studs as necessary to provide continous wall
planes for their entire extent even though stud sizes and finish
thickness may vary.
8, Align and securely anchor floor track to ju;l4ing construction with
fasteners at 48" on center maximum in accordant. with manufacturer's
recommendations and as required for rated construction.
C. Align and securely anchor ceiling track to buildirg construction
by welding, bolting, or other method best suited to conditions in
accordance with manufacturer's recommendations and as required for
rated construction.
D Secure studs to `loor track with rigid connection and install in single
lengths from floor to structures; where studs abut underside of
steel or concrete rigid construction, cut studs short and secure to
top track with connection that allows for deflection of structure above.
E. All studs within a continous length of wall shall be ere ed to
alian the punchout holes horizontally to receive utilities, as required.
F. Stud spacing as shown on Drawings and shall not exceed manufacturer's
recommendations or requirements for rated construction for stud type,
length and loading; provide double studs, closer stud spacing, and
additional reinforcement as detailed
ecessesrequi for red
atall
door
frames,
cased openings, borrowed lights,
05410-5
RENTON PLAZA ADDENDUM 140. TWO
Renton, Washington July SECTION5410
METAL STUD SYSTEM
i.9 41IRE
Wire shall be galvanized soft annealed steel minimum oauges as follows:
Applic tion Size-AkG
Ceiling Suspe sion System B
Furring Channels to Runner Channels 16
Splices in Channels 1B
2.10 SCREWS
Screws shall be cadmium plated, pan head, length and thread as
required for each gauge of metal .
2.11 ACCESSORIES
All other materials. not specifically described but ,•equired for
a complete and prcper installation of metal studs, shall be new,
first quality of their respective kinds, in strict accordance with
the recommendations of the manufacturer of the metal studs used,
y and subject to approval of the Arrhitect.
PART 3 EXECUTION
3.1 DISCREPANCIES
In the event of discrepancy, immediately notify the Architect and
do not proceed in areas of discrepancy until all such discrepancies
have been fully resolved.
3.2 GENERAL
A. All framing systems shall be erected in accordance with good trade
practice, all pertinent codes and regulations for rated construction
and recommendations of the manufacturer, anchoring all members
In position for long life under nard use.
B. Accurately Jay out all partitions and wall lines from the dimensions
given on the Drawings, coordinate the work of this section with that
of other sections for concealed work and where finishes are applied.
C. Partitions, furring, and ceiling suspension systems shall be independently M
supported and ducts, pipes, etc. , shall not be attachei to these supports. }
05410-4
RENTON PLAZA ADDENDUM NO. TWO
Renton, Washington July 11, 1979
SECTION 05410
METAL STUD SYSTEM
B. Steel studs shall be "C" shaped and shall have not less than 1-5/8"
flanges and nave prepunched webs for the installation of stiffening
channels and mechanical and electrical items. All web knockouts
in all studs shall align horizontally when instolled.
C. Stud size to be as shown on the Drawings. dictated by 'field conditions,
or thicker if required for the installation of mechanical and electrical
i tems.
2.4 16-GAUGE STEFL STUDS
A. 16-gauge steel studs shall be roll formed *rum 16-gauge galvanized
commercial steel with a minimum yield point of 50,000 psi .
F. Steel studs shall be % shaped and shall have not less than 1-5/8"
flanges and have prepunched web_ for the installation of Stiffening
channels and mechanical and electrical items. All web knockouts
in all studs shall align horizontally when installed.
C. Stud size to be as shown on the Drawings, dictated by field conditions,
or thicker if requiree for the installation of mechanical and
electrical items.
2.6 TOP AND B070M RUNNERS AND BRIDGING
Top and bottom runners and bridgings for each stud type shall be
galvanized steel as recommended by stud manufacturer and as required
by rated construction.
2.6 SHAFT WALL STUDS, RUNNERS, ACCESSORIES
A. Shaft wall design is based on components Provided by U.S. Gypsum
Co. ; other manufacturer's components are acceptable provided they
meet the design intent and code requirements.
1. Studs: Under 12 feet:
a. USG Steel C-H studs 2-1/2" at walls up to 12 feet high.
b. Runner Track (top and bottom): USG Type J.
2. Studs: Oyer 12 feet:
a. USG Steel C-H studs 4" at walls from 12 feet to 18 feet high
or where shown on drawings.
b. Runner Track (top and bottom): USG Type J.
3. Studs: At 2-hour ceiling: USG steel C-H studs 4".
2.8 FURRING CHANNELS
Furring channels shall be roll formed of not lighter than 26-gauge
galvanized steel in hat shape, designed for screw attachment of
wallboard.
05410-3
v
RENTON PLAZA ADDENDUM NO. TWO
Renton, Washington July 11 , 1979
SECTION 05410
METAL STUD SYSTEM
B. Standards: Wherever a fire-resistance classificatio:i is shown
or scheduled for wall construction and ceilings (2-hour, 1-hour
or similar designations) , provide materials, accessories, and application ^ltt
procedures which have been listed by Underwriters' Laboratories,
Inc. , or tested according to ASTM E119 for the type of construction ,
shown, and approved by the local building department; fire-rated
wails and ceilings shall be continuous throughout the extent of the
requirements. whether or not specifically indicated.
C. Seismic Zone: Conforms to the requirements of Seismic Zone IIi as
they apply, but not limited, to suspended ceiling construction.
1 .3 ALTERNATES
See Section 01100, Alternates, for unit prices as they =ffect work in
this Section.
r.
1 .4 SUBMITTALS
Submit .C.S.O. approval for 2-hour shaft walls.
PART 2 PRODUCTS
2.1 MANUFACTURER
ro�`du cts o -lnryco/Milcor., Catalog 37-i are shown on the drawings.
Comparable products of U.S. Gypsum Co. , National Gypsum Co. . Kaiser
Gypsum Co. , or others may be used when approved in advance by the
Architect and Owner.
2.2 25-GAUGE STEEL 57UDS
A. 25-Gauge steel studs shall be roll formed from 25-gauge galvanized
steel and conform to ASTM C645-76 unless noted otherwise on the
Drawings.
B. Steel studs shall be "C" shaped and shill have not less than 1-1/4"
flanges and have prepunched webs for the installation of s:,iffening
channels And mechanical and electrical items. All web knockouts
in all studs shall align horizontally when installed.
C. Stud size to be as shown on the Drawings, dictated by field, conditions,
or greater if required for installation of mechanical and electrical
items.
2.' IP-GAUGE STEEL STUDS
A, 18-gauge steel studs shall be roll formed from 18-gauge galvanized
commercial steel with a minimum yield point of 33.000 psi.
05410-2
"1
A i
RENTON PLAZA ADDENDUM. NO. TWO
Renton, Washington July 11 , 1979
SECTION 05410
METAL STUD SYSTEM
PART 1 GENERAL
1.1 DESCRIPTION
A. Contract Requirements. The General Conditions, Suppl"ntary
Conditions, and Division 1 apply to the work of this section.
B. Work Includes:
1 . Furnish and install the following metal stud items: ;
a. Metal stud walls and partitions, for gypsum wallboard a
and stucco finish.
b. Furring channels.
C. Ceiling suspension systems for gypsum wallboard, and exterior
soffits.
d. Backing plates.
2. All work shall be as indicated or required on the Drawings
and Specifications and as may be required or inferred for a complete
and total assembly.
C. Work Specified in Other Sections:
1. Miscellaneous Metal , Section 05500, Metal Fabrications.
2. Wood Blocking, Section 06100, Rough Carpentry.
3. Sealants, Section 07900, Sealants.
4, Metal Frames, Section 08100. Metal Doors and Frames.
S. Gypsum Drywall , Section 09250, Gypsum Drywall .
6. Acoustical Ceiling, Section 09510, Suspended Acoustical Ceilings.
Fire Extinguisher Cabinets, Section 10200, Miscellaneous Specialties.
F.. Lath and Plaster. Section 09100, Lath and Pi,ster.
1.2 UALITY Cr-, ROL
A. Workmanship:
1. All work shall be performed in accordance with best trade practice
which will insure a finished product of the highest quality obtainable
within the trade.
2. When in the opinion of the Contractor or his subcontractor,
materials or procedures are specified which are contrary to best
trade practice for obtr'ning this desired quality, he shall contact
the Architect for the necessary modification or correction to the
Specifications prior to submitting his bid.
r
05410-1 g
,x
m
R-NTON PLAZA
ADDENDUM NO. IWO
-11-79 - psge four
DP.J:l I I76 :'OD?F I CAT I ONS
A. SHEETS C-1, C-2, C-3, and C-4. Revised. see enclosed copies .
B. Se..EET A-9: Add note: "All carpet ;s N.I.C."
C. SHEETS A-6 and A-8: Add note: "In a6dition to topping slabs shown at
rooms P05 and P06, provide housekeeping pads as required for mechanicdl
equipment.
i
^. SHEET A-9: Wall type 17: Change studs to 3-5/8" wide flange 16 ga. studs
zt 16" o.c. Provide horizontal blocking at 4'-0" o.c. vertical.
:. SHEE7 A-9: Add: wall type 20. 4" CH studs at 24" o.c. with 1" core
board and (2) layers 5/3" type x board ore side (2 hour shaft wall ).
: e
F. SHEET A-14: Add note: Provide minimum (3) handrail brackets at handrails
q' r,ounted to walls. Secure to backing plates with 5/16" toggle bolts.
�. ''iPPROVED MANUFACTURERS
Thy `oilowing manufacture s have been approved as substitutes for the products
specified:
A. Section 08400 ENTRANCE AND STOREFRONT SYSTEM
Storefront and hinged doors - Fentron Industries
B. Section 08500 METAL WINDOWS
Fentron Industries
C. Section 08700 FINISH HARDWARE
1. Locksets (08-8) - Corbia 863-400 series Global.
2. Locksets (7700 KWIB) - Curbin 735L PLAZA x 9500
3. Exit devices (12-9863) - Corbin 3126U x 31UA
4. Doo- stops - Silencers - Corbin
APPROVED: ' ��Y Date:y7 i s�
Renton mv age oany, qmrjfr
i
Date ka� _ �'�,�j
" 7
e .a iison art rsh p, G?. , rchitect j-jj t
END OF ADDENDUM NO, TWO
PART C`--,!1F.RAL
1.1 D£SCRIPTI.ON {
t3 Stripping,Work Includel:
ttR �4
ii for this work inclines, but is no.: 71ecee sr...z...pr.'-<:s
I
1 Stripping and disposal of topsoil.
2. Excavation or disposal of excavated rie`rr r.;
3. Furnishing, installing and compactit,g '•-
sand and gravel. +�
1.2 STANDAfiD SPECIr IC�:TIUNS ..
The "Standard Specifications fo;: '•;x:nicip'r. t"=•�`� ' ��•
stz'uction' , published by the Wasrilnoton
Public Works Association (APWA) , 1977 Eciati.o'• •`
less modified herein.
j 1. 3 SURVEYING
1.11 construction survey staking will. be prr)"ded
1.
PART 2 -_hIATF.RIALS
2.1 IMPORTED SAND b_GFAVEL
Al fill material shall be imported saner t i s" ° L
State of Washington Department of 11 hh�+ ys st nd-d content
tions for Class A material, excep'- `
of material passing the 110. 200 meal, sieve shall be limited
five (5) per cent. Other gradations ml
he soi'.�fr^j �at
the source must be approved
_PART 3 - LXECUTION
i 3.1 S I T6 R_EPARATI.O11 '
A. As an initial step in sine deuelup--^enr_,
saturated surf.3ce fills shall be striPpcd an 1:"Be p �r� r
th. builiing and pavement areas which w .i] rehae' )c les t;x = z,
two (2) feet of fill- Stripping ing f lsations aha "ros
down to relatively
till
I
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t
$NOISYOIdI��3dS lmaK zHrAT ills
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i
6
RfNTON PLAZA EID PROPOSAL
nvnton, '�azhinaton
M. BID WITHDRAWAL
It is understood tha% the Owner reserves the right to re3ect this
bid, but that this bid shall remain open and shall not be withdrawn
for a period of 60 days from the bid opening date.
Company Tle!e --- ---
Fy—
t11 re -------- —
Kad—ress
city rate
i
hone Number --- 0 CO& `
END BID PROPOSAL
Addendum No. 1
July 3, 1979
Q pf
x
RENTON PLAZA RID PROPOSAL
Renton, Washington
H. PERFORMANCE AND PAYMENT BOND
1. If awarded the Contract, we will furnish the Owner a performance
and payment bond for the full amcunt of the Contract to secure
proper compliance with the terms any' rovisions of the Contract,
and to insure and to guarantee payment of all lawful claims for
labor performed, materials furnished in the fulfillment of the
Contract.
2. The cost of the Contractor's Performarceand Payment Bond is
S— _._ —
J. PILING
1. Type of piling proposed in this bid: V
K. SINGLE CONTRP:T
!t is understood and agreed that the Work und_r this Contract in-
cludes the Work making up the total project. ae understand that . ,:
the award of the Contract will be made by the Owners, and the
Cont^act will be administered by the Owners.
L. ADDENDA
Receipt is hereby acvnowledged of the following addenda tv the
Contract Documents.
Addendum No. ---Date d _Received— —_
Addendum No. Dated—__Receised—`__—.
Addendum No. _Dated_! __Received—
Addendum No. 1
July 3, 1971,
7 of 8
t e
i � J
e 'y'
xu
t+
RENTON PLAZA BID PP.(,rOSAL
Renton, Washington
Unit price to
install -approx. Unit price to
5L., of all units install after
(ELECTRICAL) prior to Substan- Substantial
tial Completion_ Lompletion(may. 6 months)
28. U.L. rated floor out-
lets for power or tele-
phone, 2-hour rated,
installed complete in-
cluding core drilling
concrete floor slab:
A. POWER/Per Unit ADD 5 $
B. TELEHONE/Per Unit ADD _ $ 4
D. OVERHEAD AND PROFIT The above Base Bid, Alternates, and
Pri-cesincTde overdead, profit and all other expenses for a corn
Sob.
J X-
E. STATE SALES TAX
The undersigned agree that none of the above named Base bid, Alter-
hates and Unit Price bids include Washington State or local sales
taxes.
F. COMPLETION TIME
We agree to complete the work (substantial completion, excluding tenant
improvement work) in calendar days from the date of -
Notice to Proceed.
G. MILESTONE SCHEDULE
In addition to the completion time stated above, we propose the
following milestone schedule for the Work:
Number of calendar days
after Notice M Proceed
1. Piling "--
2. Main Slab Completion
3. Building Topping-Out
4. Building Enclosed (weatherproof) —
5. Substantial Completion
Addendum No. 1
July 3, 1979
6 of 8
k.
BID vROPOSAL
Unit price to
install approx. Unit price to
50: of all units install after
prior to Substan- Substantial
tial Completion Completion(max. 6 months
(PLUME I NG)
20. insulated Hater and waste
service to future office
tenant sink. ADD/PER LIN.FT. S
21. Stainless steel (office)
sink complete with
fittings installed (not
including +terr, 2C' above) ADD/EACH S s
(ELECTRICAL)
22. Office power pole unit
complete with 8' con-
nector ADD/EACH S s
23. Typical c•uplex outlet ,
installed in metal
stud partition ADD/EACH S s
24. Typical telephone outlet i • :' '•�'
including conduit install-
ed in metal stud partition ADD/EACH <, c
25. Typical single pole
light switch installed
in metal stud partition ADD/EACH S S
26. Typical 2 x 4 lay-in
fluorescent liohting
fixture installed ADD/EACH $ <
DEDUCT/EACH S
Addendur, No. 1
July 3. 1979
5of8
RENTON PLAZA BID PROPOSAL
Renton, Washington
Unit price to
install approx. Unit price to
50°, of all units install after
prior to Substan- Substantial
(INTERIOR PARTITIONS) tial Cam letion Completion(max. E months)
13. 4' x 8' x 5/8" type x
gypsum wallboard, de-
livered and stocked on
each floor (based on
10QU sheets!f1-or): QD
LPE�SHEETS S
14. 8'-6" hiah metal stud
partition with 5/8"
type x gypsum wall-
board each side paint-
ed per specification
each side (based on
2,000 tin. ft./floor): ADD/LIN. F7. S
i5. 3" thermo finer sound s+
insulating batt in-
stalled in 8'-6" high
partition (based on
500 lin. ft. per
floor): ADD/LIN. FT. S S
(MECHANICAL)
16. Typical ceiling dif-
fuser, with 8' flex-
ible duct, installed: ADD/DEDUCT S S "'
Pf:R W17
17, Typical ceiling return ¢
air perforated grille,
installed: ADD/DEDUCT S S
P?-R VW
18. Typical HVAC "interi-
or" zone complete, in-
stalled. ADOMEDUCT $ $
PEA N __
19. Typical HVAC "exteri-
or" zone complete,
installed: ADD/DEDUCT S S
Addendum No. I
July 3, 1979
4 of 8
is
b
i
RENTON PLAZA BID PROPOSAL
Renton, Washington
Unit price to
install approx. Unit price to
50% of all units install after
x prior to Substan- Substantial
(ODORS, FRAMES, HARDWARE) _—__^tial Lom�letion Completion (max. 6 months:
5. 3'-0" x 8'-4" hollow
metal door frame (knocked
a,w„) based on 480 Units ADD/Each S E_
6. 3'-0" x 8'-4" rift
cut red oak solid
core door (based on
480 units): ADD/Each $ S
7. Paint one hollow metal
door frame (5. above)
and stain and finish
one solid core door F
(6. above) (based on
480 units): ADD/Each S S
8. Provide hardware group
c14 per specifications,
F.O.B. job site (oased
on 60 units): ADD/Each S S
9. Provide hardware croup ;
e15 per specifications,
F.O.B. job site (based
on 280 units): ADD/Each S
10. Provide hardware .coup
#16 per specifications,
F.O.B. job site (based
on 140 units): ADD/Each S $
11. Install hollow metal
door frame, solid core
door, hardware, in gyp-
sum wall board parti-
tion (based on 480
units): ADD/Each S E
12. Interior tentant lock
keying (by local lock-
smith) (based on 200
units): ADD/Each S E
Addendum No. 1
July 3, 1979
3 of 8
I
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REnTON PLAZA BID PROPOSAL
Renton, Washington
2. Precast Concrete Attachment, alternate No. 2 :
(ADD)(DEDUCT) t 3filF"r
----------- 4 _ dollars
4
A. Sx:" it yli`t�qT,
C. UNIT PRICES
The Bidder agrees that in case of additional work, or less work than
shown on the drawings the following unit prices as enumerated in
Section 01100 ALTERNATIVES, shall be ised in adjusting the Contract
price.
(PILING)
1 . Additional lengths of 90 tons piles, in place:
ADD
/100 dollars/L.F.
(s )
2. Less lengths of 90 tons piles, ii place:
CFDU_i
-- _.. /100 dollars/L.F.
i
IS _ ) i
3. Additional lengths of 50 ton piI2s, 1n place:
dollars/L.F. [[t
is ) l
4. Less lengths of 50 ton piles, in place:
DEDUCT _ 300 dollars/L.F.
Addendum No. 1
July 3, 1979
2 of 8
RENTON PLAZA BID PROPOSAL
Renton, Washington
To: Renton Village Company
830 Logan Building
Seattle, Washington 98111 e
The undersigned hereby certifies that as a bidder for the above
titled project, that they have examined the INVITATION TO BID,
INSTRUCTIONS TO BIDDERS, the Drawings, the Specifications, the Soils
Peport and the site of proposed work , and agrees to furnish all
equipment, labor, required materials, and other items for construc-
tion of the project, and to perform the construction in accordance
with the drawings and specifications for t'ie amounts indicated below.
The bidder further agrees that the quantities of construction to he
done ma,, he increased or decreased as required by field conditions,
and as approved by the Owner. -
Adjustments in the Contract price for changes in the quantities will
be made using the unit prices bid ,
"7
A. BASE BID
jk
The base bid shalt be for the .,ork as indicated on the Contract
Drawings and Specifications. Fcr this Work, complete, in accordance
with the Drawings and Specifications, the Bidder agrees to construct
the building fo^ i
_/100 Dollars (f ),
B. ALTERNATES
Bidder agrees to perform the following alternatives as indicated on
the drawings and/or des:rined in the specifications for the amounts
indicated, to be added to (ADD)„ or deducted from (DEDUCT) the BASE
Bib:
1. Precast Concrete Attachment, alternate No. 1
(ADD)(DEDUCT) i___ —___ dollars
if )
Addendum No. 1
July 3, 1979
1 of 8
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- IPCP •1Y - � ''t'kP;d'
Sreet 5-3 change pile cap dimensions to:
s pile group: 6 -6" x 6'-6"
pile group: 6'-6' x 10'
6 -0"
pile group: i0'-0" x 9'-1"
c" Nile group: 13'-6" x 6'.6" ,.�
9 vile group: 10'-O" x 10'-0"
10 pile grout: 13'-6" x 9'-1" iIv
+
1 pile- group. 13'-6. x 9'-1., a yr a
Sheet 5-IC: Joist Srhedule: J-1 and J-2 are B" wide x 26" deep. .
Shee" E-12: Cetai . 11 revised - see attached Bq x 11 2
Sheet S-1?: Add "Section J"- see attached B', x 11 "Sp-2".
... APPROVED MANUFACTURES
hl,2#oTTor�ng ma�ctures have beer. approved as substitutes for the
ordducts ;pecifiod: * ;
�:. Section 08100 - METAL DOORS AND FRAMES (2.1A.2)
He - -fret .nc.
Section 0820C - WOOD DOORS (2.2)
goiAl— a Wood Doorsw
S^Coon 06400 ENTREE A"10 STORE FRONT SYSTEM (2.2A) �r
f . ,0T-ing Doors - Crane P Tview Uass Door Co. `, Ya
Section 68700 - FINISH HARDWARE (2.6)
f. Butts - Stanley
? Locksets - Russwin '
? Lxit devices - kusswin
Closers - Russwin 7
Section 10160 - TOILET PARTITIONS (2,1 r
Knickerbocker Partitlon Forporat on
Section 10200 - MISCELLANEOUS SPECIALTIES
i. Roof Hatches - Babcock- av s Associates (2.3)
7. Nail Collection Boxes - U.S. Chute Co. (2.7)
Se_cticn 14200 - ELEVATORS
U.S. evator Co.
!!av Elevator Co.
D: Date % f
Rc ion Tlage Company,�Jwner
{ -ttiy //
Date t1(�(,{�i.�°si �77�;
foe ial,lison�artnersMp,TS.— F
-END OF ADDENDUM NO, ONE-
7kk1GA1164:
2.4 HACKM W '.�PFVFNTFRS
The bickflow preventer shall he a
RP-300 or approved equal.
pr PART 3_ EXECUTION
+� 3.1 (NSTALLA.TION
%11 pipe and appurtenances small he irstal, r
strict accordance with the manufactures
3.2 TRENCH EXCAVATION -AND BACKFILL
All trenches shall be a minimum of 30 inches rice, s: ):fillec
with the excavated material,
it
•K
SECTION 02750
IRRIGATION
PART 1_GENERAL
1.1 DESCRIPTION
J
A. Work Included: The lawn and shrubbery irrigation system
required for this work includes, but is not necessarily
limited to:
1. Furnishing end installing plastic pipes and fittings.
2. Furnishing, installing and regulation sprinkler heads.
3. Furnishing and installing control valves.
9. Furnishing and installing a ba-kflow preventor.
5. Trench excavation and backfill.
t�
1.2 STANDARD SPECIFICATTONS
The "Standard Specifications for Municipal Public Works Con-
struction", published by the Washington State Chapter, American
Public works Association (; WA) , 1977 Edition shall apply un-
less modified herein.
i
1.3 SURVEYING
All construction survey staking will be provided by th= Owner.
PART 2 -_.AIERIALS
2.1 PIPE
All pipe for this irrigation shall be Class 160 polyvi.nylchoride
(PVC) pipe.
2.2 SPRINKLER HEADS
All sprinkler heads for this irrigation system shall be
Rain Bird spray head pop-up sprinklers of the "1800 series"
or approved equal.
2.3 CONTROL VALVES
All control valves for this irrigation system shall be Champion
Model. 100 manual straight-through valves or approvcl equal . One
valve box shall be included with each valve. Contractor shall
als.- supply to (2) operating keys for these valves.
02750-1
a
!d
SECTION 02600
SURFACING
PART 3 - EXECUTION
it
3..1 CURB, GUTTER 6 SIDEWALK
Construction of Cement Concrete curb, gutter and sidewalk shall
conform to Section 43-3 of the APWA Standard Specifications.
3.2 EXTRUDED CURBS
Construction o: Extruded Traffic curbs shall conform to Section y.:r
44-3.02 of the APWA Standard Specifications except that no
drainage openings will be required unless specifically show on
the p ns.
o2eoo-2
t _
4
1
SECTION 02600
SURFACING
PART 1 - GENERAL
1.1 DESCRIPTION
A. Work included: Paving, curb, gutter, and sidewalk for this
work includes, but is not necessarily limite,? to:
I. Furnishing and installing Asphalt Treated Base (ARB) .
2. Furnishing and installing Asphalt Concrete (AC) Paving.
3. Constructing concrete curbs, gutters and sidewalks.
1.2 STANDARD SPECIFICATIONS
The "Standard Specifications for Municipal P+iblic Works Con-
struction", publisl._d by the Washington State Chapter, American
Public Works Association (APWA) , 1977 Edition shall apply un-
less modified herein.
7 ' SURVEYING _.
All construction survey staking will be provided 'iy the Owner.
PART 2_- MATERIALS
:.1 ASPHALT TREATED BASE (ATB)
e
ATB material shall conform to Section 33-2 cf the APWA Standard
° Specifications.
2.2 ASPHALT CONCRETE (AC) PAVEMENT
A.C. Pavement shall be Class B conforming to Section 34-2 of
the APWA Standard Specifications. ,
2. 3 PORTLAND CEMENT CONCRETE
A. Portland Cement Concrete for all concrete work, except for
extruded curbs, shall be Class 5 (� 1/2) conforming to Section 37
of the APWA Standard Specifications.
B. Portland Cement Concrete for extrn9ed traffic curbs shall con-
form to Section 44-2.03 of the APWA Standard Speci fi.cations.
�;` 02600-1
:;ECTION 02560
SANITARY SEWERS
B. The manhole frame and cover shall he 24 inch diameter cast i
u iron conforming with Standard Plan No. 42.
PART 3 - EXECUTION
3.1 INSTALLATION
All sanitary sewers and manholes shall be installed in accord-
ance with Sections 61 and 62 of the APWA Standard Specifications. _
3.2 TRENCH, EXCAVATION AND BACKFILL
Trench, excavation and backfill shall be Class D in accordance
with the APWA Standard Specification Section 61-2.02, except
that all excavation shall be hauled away and disposed of and
backfill shall be with Class A material.
3. 3 BEDDING
Bedding for Sanitary Sewers shall be Class B bedding in accordance
with Section 61-3.03B2 of the APWA Standard Specifications (pea
gravel) .
3.4 RESTORATION
Restoration of existing pavement on Renton Village Place shall.
be done in accordance with the City of Renton's "Typical Patch
for Flexible Pavement", Standard Plan No. 18 "Pavement Patching".
3.5 EXISTING CONDITIONS
The test boring in the vicinity of the sanitary sewer line
showed ground water at an approximate elevation of 18.0 ffeet.
on February 27, 1979. It also found a "brown, slightly s.lty
fine sand with lenses of silt (loose) at an approximate eleva-
tion of 18.0 feet. Shorei.ng and dewatering, if necessary shall
he provided by the Contractor.
q
02560-2
P
M
SECTION 02560
SANITARY SEWERS
PART 1 - GENERAL
U �
1.1 DESCRIPTION
A. Work included: Installation of Sanitary Sewers and Manholes
included, but not ncccesarily limited to:
1. Sanitary sewer pipe.
2. Manholes.
3. Trench excavation and baekfill.
1.2 STANDARD SPECIFICATI0:7S
The "Standard Specifications for Municipal Public Works Con- '
structicn", pr' "ished by the Washington State Chapter, American
Public Works ' . sociation (APWA) , 1977 Edition, shall apply unless
modified herein or modified by the "City of Renton, Regulations
and Standards for Construction of Extensions to the City Wate_
! � and Sanitary Sewer System" .
1. 3 SURVEYING
All construction survey - axing will be provided by Owner. �
PART 2 - MATERIALS s.
u, c. 1 SEWER PIPE
The pubic sewer shall to ductile iron, AWWA C151, cast iron,
AWWA C106, or C108, with 'type II pushon or Type 3 mechanical
joints, together with cement mortar lining 3 feet 32 inches in
accordance witn AWWA C104, or polyvinyl chloride (PVC) plastic
pipe ASTM D-3034, or concrete non-reinforced ASTM C14 Class 2,
or concrete reinforced ASTM C76; rubber gaskets for concrete pipe
shall meet ASTM C443 standards; rubber gasket for PVC pipe shall
meet ASTM 1869 standards.
2.2 MANHOLES
A. Manholes ehall be 48 inch diameter, shall be precast concrete
or cast in place concrete, with steel reinforcement: steps will
be placed at one foot spacing, con°orming to current safety
regulations.
02560-1
j�
t*
SCTION 02555
WATER DISTRIBUTION
PART 3 - EXECUTION
3. 1 INSTALIATION
All water mains and appurtenances shall be installed in
accordance with Sections 73 and 74 of the APWA Standard '
Specifications.
3.2 TRENCH, EXCAVhTION AND BACKFILL
Trench, excavation, and backfill ehall be Class B in accordance
with the AFWA Standard SFecification Section 61-2.02, except
that all excavation shall be hauled away and disposed of and
backfill shall be with Class A material.
3.3 BIDDING
Redding for water pipA shall be Class B bedding in accordance
with Section 61-3.03B2 of the APWA Standard Specifications
(Pea gravel) .
3.4 RESTOP4TION
Restoration of existing pavement on Renton. Village Place shall
be done in accordance with the City of Renton's Typical Patch
for Flexible Puvenent", Standard Plan No. IS "Pavement Patching".
02555-3
r
SECTION 02555
WATER DISTRIBUTION
C. The pipe 30ints shall conform to ASA Specificat'on A21.11-1964
■ (AWWA C111-4) . Pipe joints shall he mechanical.
u
■ D. Pipe thickness class shall be Class 2 (0. 31 in. ) .
2. 3 GATE VALVES
A. Gate valves shall be cast iron body, non-rising stem, full .
bronze mo'inted with double disc gates. All valves shall' be i
designed for a minimum water operating pressure of two hundred
(200) pounds per square inch and shall conform to AWWA Speci-
fications C-500-71 and any subseq, ant modification thereof.
Each valve shall open by turning-counter clockwise (left) .
The valves shall be IOWA conform to AWWA Specification C+500-61, i
and any subsequent modification thereof.
S. The brands of valves currently accepted by the City of Renton
i .
are "Iowa" , "Mueller", "Pacific States", "U.S. Metropolitan"
and "Kennedy".
+� 2.4 VALVE BOXES n
Valve boxes shall conform to Section 76-2.01 and 76-3.06 of the
APWA Star ',i'd Specifications.
a
r 2. 5 F1RE Ny. ,NTS n
■ A. Fire hydrants shall be Corey type (opening with the pressure)
conforming to AWWA C-502-64 with a 6 inch inlet and a minimum
M.V.O. of 5 inch, Two 2 1/2 inch hose nozzles with National
Standare 7 1/2 threads per inch and one 4 inch pumper nozzle
with the new Seattle Vattern 6 threads per inch, 600V. threads,
O.D. thread-4.875 and root diameter-4.6263, 1 1;4 inch pentagon
operating nut and opening by turning counter clockwise (left) .
cted with mechanical ;hint connections.
Hydrants shall be constru
r B. Fire hydrants shall be of Traffic Type and prs sion shall be
made for drainage of barrel co prod--t units from freezing.
Fire hydrants shall be such le.gth as to be siitable for install-
ation with connections to piping in trenches 3 feet 6 inches
deep unless otherwise specified. Fire hydrants shall be Pacific
States Cast Iron Pipe Co. (Model 2' or approved equal. Approval
of the City of Renton must be obtained prior to installation.
i
' 02555-2
i
i
a y
SECTION 02555
■ W:.TER DISTPISUTION
PART 1 - GENEPAL
1. I DESCRIPTION
A. Work included: Installation of Water Mains and fittings in-
cludes, out is not necessarily limited to:
1. Furnishing and installing 9uctile iron water main includ- '
ing fittings.
2. Furnishing and instal-ling fire hydrants.
3. Trench excavation and backfill. •
�{ 1.2 STANDARD SPECIFIC.,TIOP7S
■ :he "Standard Speci.ficationr for Municipal Public Works construc-
tion" , published by the Washington State Chapter, American Public
Works Association (APWA) , 1977 Edition, shall apply unless modi-
Pied herein or modified by the "City of Renton, RegulWaterationsandd
Standards for Construction of Extensions to the City
Sanitary Sewer System".
1.3 SURVEYING
r pll construction survey staking will be provided by Owner.
l� PART 2 - MATERIALS
2.1. PIPE FITTINGS
A, Cast iron pipe fittin"s 4 inches through 12 inches shall be
Class 250, as per ASA Specification A2i.10-1971 (AWWA C110-71) .
jointH ficats for Afittings
shall
tbeCMechan cal Joint as per ASG,Speci-
2.2 DUCTILE 1RON PIPE
' A. Ductile iron pipe shall conform to ASA Specifications A21. 51-1971
(AWWA C151-71) Grade 60-42-10- nt lined and sealed
me
■ B. 11i�fication A ipe l21.4 be C
with ASA Spec 1964 (AWWA c104-64) , 61inchcpipence
shall be 1/16 inch cement lined.
02555-1
0
M _ r;
a
SECTION 02500
DPAINAGE
f PART 3 - EXECUTION
3. 1 LTSTALLATION
All storm drains and catch basins shall be ins'-ailed in
acr- rdance with Sections 61 and 62 of the APWA Standard
specifications.
3,z TRENCH, EXCAVATION AND B-NCKrILL
Trench, excavation,' and backfill shall be Class B in accordance
with the APWA Standard Specification, Section 61-2.02, except
that all excavation shall be hauled away and dispused of and
backfill shall be with Class A material.
3. 3 BEDDING .
a q
Bedding shall be Class B bedding in accordance with Section 0. .
61.03B2 of the APWA Standard Specifications (Pea gravel) .
p
f
1
1
1
1
i
1 ,
SECTION 02500
DPA UAGE
1 1
?ART 1 - GENERAL
1.1 _DESCRIPTION
1 n of Storm Drains and Catch basins
A. Work included: Insta,lat:o r r
includpd-I but is not necessarily limited to:
ll' �S Y IAA A�
1, Furnishing and installing corrugated metal storm frames
1 2. Furnishing and installing catch basins including
and corners.
3. Trench, excavation and backfill. `
1.2 STANDARD SPECIFICATIONS
The "Standard Specifications for Municipal Public Works Con-
struction' , published by the Washington State Chapter, American
Public Works Association (APWAI , 1977 Edition, shall apply }
unless modified herein.
Y
1.3 SURVEYING
All construction survey staking will be provided by the Owner.
PART 2 MATERIALS r
2. 1 STORM DRA.N PIPE
Storm drain pipe shall be 6 inch and 12 inch, 16 gauge, bituminous
/ coated, paved invert corrugated 60-3.O1E1 and 60-2.01G2 of the
APWA Standard Specifications.
/ .2 CATCH BASINS
r
Catch basins shall be Type 1-C precast catch b^sin inlet con- ,
structed in accordance with Section 64 and Standard Plan
/ of toe APWA Standard Specifications. Type 60A traps willt be r re-
he
gvtred in al.l catech basins.
y ptA
p
/ 2,3 GRATE 6 C0VER 1
Catch basin grates an c shall be cast iron inlets cen-
dovers r
structed in accordance with section 64-2.01 and Standard Plan
No. 49 of the APWA Standard Specifications. '
r 02500-1
v
i
S
a*
1
r
+,S F•
SECTION 02200
EARTHWORK
r
the maximum dry density as determined by thr AASHTO Compaction
Y Test Procedure T-180. The compaction requirements for fill
lying belt)% this level and within the building area may be
�,.. reduced to 42 per cent of the above standard, provided that the
r fill remains stable under construction traffic.
y
�s a
r �
a
,y
x , .
a ,
i
al
l
02200-3
A
r
SECTION 02200
EARTHWORK.
or more below the present surface. In areas of shallow j
>tri.ppi.ng shall be extended down as necessary to pro-
jzuc a minimum of 12 inches of imported granular fill between
existing material and the pavement subgrade (i.e. 18 inches
': .w finish grade) .
a
t the site preparation is accomplished at times other than
per: dry weather can be expected to prevail, stripping should
i:e accumplishr_<_ using equipment working from the advancing fill
pad. A brckhoe o Gradall with a smooth bucket would be
appropriate. No equipment will be allowed to operate on the „r.+ J °''
<_xposed natural subgrade when wet conditions exist. Light ddd
j caterpillar tractor-type equipment may be able to be used to 3
strip the site when the water table is low and dry weather #
exists. ' "•'
y r
.A The stripped area shall be immediately backfilled with imported
sand and gravel.
f p. It is the Contractor's responsibility to operate in a manner
! which results in essentially no disturbance for the exposed
natural soil. All material so disturbed shall be hauled away
1 and disposed of by the Contractor.
i :;.2 EXCAVATION
A. All excavated material shall be hauled away and disposed of by
the Contractor. NO excavated material may be used for fill
on site.
g. It is the Contractor's responsibility to protect the exposed
material at an elevation 18 inches below the finished grade.
This area should be immediately backfilled with 12 inche, of
,{ Class A sand and gravel.
3. 3 FILL
The initial lift of fill shall ne apptor r, inches thick,
or as necessary to provide a reasorablf rface for con-
! be placed
in lifts traffic. Subsequent
hane uinc lifts of & ,ng ccm-
in lifts no greater than 9 inches, wi'_h
parted to a satisfactory denai'_y er,or to
.•nt of the next
lit. Fill de
inf
fpavement azeasdsha111betWompactedetooattleastb95apercent elevation of
02200-2