HomeMy WebLinkAboutWWP2702110(6) KA P-27-2110 RE= CBD S&IR REPLACEVIEM 1993 - Cchtracts 1+
'BEGINNING OF
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FILE TITLE / /0
II I�ENTDN 16D 50)eR
REPL►�mENT C�99'.�
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Parametric, Inc.
To:
David Christensen Data: _gust 26, 1992 _
amity of Renton Project No: 21-1779-n6
Mu 1niGioal 81do., 4th Fluor
20Q-Mill Avenue South _
_Renton WA 98055
From: WasHnoron Ore",, He.0
0 5808 Lk. Washington Blvd. HE 0 7820 WE Holman 0 1164 B.shop Street
Kirkland, WA 98033 Suite B 6 Suite 1600
206-822 8880 Portland, OR 97218 Honolulu, HI 96813
Fax: 206 889 8808 503 2565444 808 524-0594
206-6945020 Fax 808-523-2995
0 5700 Kdsap Way
Suite 202
Bremerton, WA 98312
206-377 0014
Fax: 206-479 5961
• P.O. Box 460
1231 Fryer Avenue
Sumner, WA 98390
206 8635128
Fax: 206.863 0946
We are transmitting the following materials: Four 141 sets o; 50% complete drawings 1
through 8. ang I11 copy of draft o of nni al r of
Comments: Side ,cgwgr_nformation and mscellan s _etails III vL be added to the drawings
for the 95% submittal, The maps on Shggt 1 will also be revised to use Renton orpvided base
3�.Fl gse verifjLShQwr1 locations of water lin c whgre they rn3y aff t th c w r
ration
These arP: 0 Per your Request 0 For your Files
O For your Information 0 For you( Action
■ For your Review and Approve;
Sincerely, cc:
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Ray Nickel
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r To:
Mr. David Christensen Date: August 27, 1992 .
City of Renton Project No: 21-1779-Dfi—
Municipal Bldg.. 4th Floor _ Renton CBD Sewer Placement
200 Mill Avenue o t _
From: wasid1woa Orewa NewaA
❑ 5808 Lk.Washington Blvd. NE 0 7920 N.E. Holman ❑ 1164 Bishop Street
Kirkland. WA 98033 Suite B-6 suite 1600
206.822 0880 Portland. OR 97218 Honold., HI 96813
Fax: 206 889-8808 503 256 5444 808-524-0594
0 5700 Ki•ap Way 206694 5020 Fax: 808-523-2995
Suite 202
&emerton, WA 98312
2GS-377-0314
Fax:20e-479-5961
I • P.O.Box 460
1231 Fryar Avenue
' Summer,WA 98390
206-863-5128
Far: 206 863-0946
We are transmitting the following materials: Report
Comments:
These are: ❑ Per your Re0uest ❑ For yew Files
❑ For your Intormallon ❑ For your Action
u For our Review and Approval
Sincerely, cc:
Ray Nickel
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Converse Consultants NW
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12061?tlS�2Jt FAX
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iDRAFT GEOTECHNICAL REPORT
Renton CBO Sanitary Sewer Replacement
F Renton, Washington
Prepared fcr:
Parametriz
Converse Project No. 92-35151-01
August 20, 1992
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conveme Caswlhnla NW ww Aypllw Earn pawncea
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(206,Yp5-W31 FAX
IppS�Ya5-6?91 FAX
92-35151-01
August 20, 1992
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Parametrix
post Office Box 460
Sumner, Washir.3ton 98390
Attention: Ray Nickel
- Subject: DRAFT GEOTECHNICAL REPORT
Renton CBD Sanitary Sewer Replacement
Renton, Washington
r the sanitary
Enclosed is a ' ct locatedCrafRtenton, Washington.ical Report 0urowork was performe sewern
replacement D'"` 1592 ?"0
accordance wr.n the scope of work outlined in your fax on May 21,
our proposal dated May 27, 1992.
Recommendations are presented for the design of the proposed project. Recom-
mendations include: construction
foundation ndation,and excavation
b bedding, trench characteristics
backfill
soils within the trench, pipe
materials, and c,,mpaction requ;;rements for pipe foundation and backfill. 'u
9If
younhave uany qu ction,, orn iffor tFic. yyou requir to be of e additional ervice to yservices, pleasee contact
us.
CONVERSE CONSULTANTS NW
- Amy C. Beitel
Geotechnical Engineer
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INTRODUCTION
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1 1 This report summarizes the results of our geotechnical explorations and
provides geotechnical engineering recommendatiuns for the proposed replace-
ment of sanitary sewers along the specified routes located in the Renton
1! Central Business District (CBD) in Renton, Washington. In general, our scope
i of services included the following specific tasks:
.J
., • Drilled nine boreholes to depths of about 15 feet and installed ohser-
vation wells it four of the nine borings tc measure groundwater eleva-
tions.
• Documented subsurface conditions observed during drilling operations,
including visual soil classification and soil sampling.
i
Completed laboratory tests on selected samples.
, i
• Completed enginee, ing analvses and evaluation to provide reconanenda-
tions for design of the proposed project. Recommendations include:
construction dewatering, excavation characteristics of soils within
the trench, foundation conditions, and compaction req-iirements for
pipe undntion and subsequent backfill.
• Prepared this report summarizing the results of our ield explora-
tions, laboratory testing, engineering analyses and geoterhnical
design recommendations.
i
iPROJECT DESCRIPTION
Based on discussions with Parametrix and information ubtain=d from the
project descriptior prepared by Parametrix, we understand that the proposed
pridect consists of replacing specific routes of existing sanitary sewers,
si ,e sewers, and associzted manholes. The existing sanitary sewer will be
replaced with an 8-inch or 10-inch diameter pipe. The pipe will consist of
PVC if cover depths are 4 feet or greater. For shallower depths, the pipe
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will be ductile iron. Side sewers are to be replaced ;.o the edge of existing
t right-of-ways and easements. Pipe invert elevations are anticipated to be no
g,'eater than 9 feet below existing site grades. We understand that sewer
{, replacement is scheduled to take place in the following four segments:
@ — . Approximately 1,300 linear feet (If) on Logan Avenue S., from S. Third
y
Street to S. Tobin Street, hereafter referred to as Logan Avenue S.;
. Approximately 550 if on Williams Avenue S., from S. Second Street to
500 feet north of S. Second Street, hereafter referred to as Williams
Avenue S. ;
. Approximately 500 if on S. Fourth Street, from Morris to Burnett
Avenues S.; also included as part of this segment is approximately 200
If of a collection sewer in the alley, on the south side of S. Fourth
Street to the Burlington Northern railroad track. This Ep- nt is
hereafter referred to as S. Fourth Street;
Approximately 400 if n the alley on the south side of S. Fourth
Street to the Purlington Northern railroad track, between Whitworth
and Morris Avenues S. This segment is hereafter referred to as Alley.
Figures 1 through 4 show the locations of the segments of the sanitary sewer
lines to be replaced, and our boring locations. Approximate locations of the
exploration borings are listed in Table 1 below.
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Si TABLE 1
APPROXIMATE BORING LOCATIONS
Boring Location
B-1 180 feet north of north curb from S. Second Street
25 feet west of curb on Logan Avenue S.
B-2 18 feet north of north curb from S. Second Street
27 feet west of curb on Logan Avenue S.
B-3 60 feet south of south curb from S. Tobin Street
G1 23 feet west of curb on Logan Avenue S.
J�J B-4 4S1 feet north nf north curb fro- S. Second Street
13 feet east of curb on Williams venue S.
B-5 63 feet north of north curb from S. Second Street
18 feet east of curb on Williams Avenue S.
B-6 251 feet directly east of sanitary sewer manhole in center
of Smithers Avenue S.; 20 feet north of curb on S. Fourth
Street
B-7 152 feet we-t of sanitary sewer manhole in center of
Smithers ;.venue S.; 11 feet north of curb on S. FourLn
Street
B-8 14 feet south of south curb from S. Fourth Street in alley
' 11 feet east of existing sanitary sewer centerline
B-9 324 feet south of south curb from S. Fourth Street in alley
' 9 feet east of existing sanitary sewer centerline
SUBSURFACE EXPLORATIONS AND LABORATORY TESTING
Subsurface soil conditions along the existing Renton LBO sanitary sewer lines
;r
were explored by completing nine geotechnical borings. A description of the
equipment and method; used to complete the explorations is presented in
Appendix A. A summary log for each exploration is also included as Figures
A-1 through A-9 in Appendix A. The summary logs are based on the field logs J
and laboratory observations and testing. A description of the laboratory
testing program is presented in Appe id ix B.
i
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Selected soil samples from the explorations were tested in our laboratory to
determine natural moisture contents and grain size distributions.' Test results of the moisture contents are shown on the boring logs in Appendix A.
Test results of the grain size distributions are included in Appendix 8.
r '
ANTICIPATED SUBSURFACE CONDITIONS
The following characterizaticns f subsurface conditions are based on
i interpolaticn of information between widely spaced explorations and condi-
tions observed at the locations of the borings completed fur the inve;tiga-
' tior.. Due to the depositional nature of recent alluvial soils, variations in
subsurface soil, thicknesses, and elevation of individual strata should be
expected.
i.
�- Logan Avenue S.
L
Geotechnical borings B-1, B-2, and _-3 were drilled in this segment. Sub-
surface conditions observed in the borings t
loose to medium dense silty sand and sand, and f ' s
firm silt andsandyte tsiltsto
about 6 to 1 feet below the existing ground surface. This was underlain by
moist to wet, medium dense to very dense sand, and sand and gravel to the
' bottom of borings B-I and B-2 at about 15 feet. In boring B-3, the upper 1
feet was underlain by interbeds of very mcist to wet, medium dense sand and
soft silt to the bottom of the boring at 15 feet.
�j Williams Avenue S.
Geotechnical borings B-4 and B-5 were drilled in this segment. Subsurface
conditions observed in boring B-a typically consisted of slightly moist,
medium dense to very dense gravelly sand, and gravel boring at about 15 feet. to the bottom of the
eIn boring B-5 the subsurface conditions typically
consisted of moist, loose to medium dense silty sand with gravel to about Io
feet below the existing
ground surface overlaying moist, loose to medium
dense sand to the bottomm of the boring at about 15 feet.
Converse CansuWnb NW
DRAFT
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S. Fourth Street
Geotechnical borings B-6 and B-7 were drilled in this segment. Subsurface
conditions observed in boring B-6 typically consisted of moist to wet, loose
i
silty sand with occasional laminations of soft silt and clayey silt, to about
- 20 feet below the existing ground surface. This was underlain by very moist
to wet, stiff silt and clayey silt, and medium dense sard. A thin lamination
i
, . of peat was observed in boring B-6 at about 28 feet. Subsurface conditions
observed in boring B-7 typically consisted of very moist to wet, soft to firm
sandy silt with gravel, clayey silt, peat, and silt to the bottom of the
boring at about 15 feet.
Alley
Gaotechnical borings B-8 and B-9 were drilled in this segment. Subsurface
conditions observed in boring B-6 typically consisted of very moist, loose to
medium dense silty sand in about the top 2 feet, over moist, soft silt and
sandy silt to about 7 feet below the existing ground surface. This was
underlain by very moist to wet, very loose to medium dense sand to the bottom
of the boring at about 15 feet. Subsurface conditions observed in boring B-9
typically consisted of moist, medium dense to very loose silty sand in about
the top 10 feet below the existing ground surface. This was underpin by
very moist i , wet, soft to stiff sandy silt, clayey silt, and silt, and
medium dense sand to the bottom of the boring .it about 1 feet.
i
Groundwater - '
Groundwater was measured in the piezometers installed in borings B-3, B-6 and
8-8 at depths 12 feet, 14 feet, and 11 feet below ground surface, respective-
ly. Groundwater was not present in the piezometer installed in boring B-5 to
a depth of about 15 feet. Our explorations were completed during the summer
months, which is typically the driest portion of the year. Groundwater
elevations measured in our borings may not reflect the seasonal high ground-
water table. Fluctuations in Groundwater elevations within the project area
will occur as a result of seasonal rainfall, infiltration and percolation of
surface water,
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RECOMMENDATIONS AND CONCLUSIONS
1 The conclusions presented below are based on our understanding of the
proposed project and the results of our field explorations. If project
' requirements should change, we should be consulted to verify or modify our
i recommendations as appropriate.
Construction uewatering
1
Groundwater was observed at about 5 to 9 feet below piDp invert elevations.
We do not anticipate that nroundwater will be encountered during construction
if the work proceeds during the drier portion of the year. If construction
occurs during wet periods of the year, groundwater may be encountered within
the trench excavations. Provisions should be made by the contractor to
control groundwater if encountered during trench excavation. If open sum
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pumping is utilized to control shallow groundwater in the trench, native sand
soil may flaw, causing an unstable trench condition. Dewatering wells or
welipoints may be required to prevent running of the trench soil. For deeper
excavations below the groundwater table, dewatering wells or wellpoints could
be required. All dewatering systems should include proper filters to prevent
pumping of fine-grained soil along with the water.
Trench Excavation and_Retention
q Conventional hydraulic excavating equipment, such as a Caterpillar 225 or 235
.Y1 trackhoe, should be able to excavate the existing trench backfill and
alluvium to the required depths.
If working space is limited or there are areas where adjacent existing
utilities preclude sloped excavations, temporary shoring may be required. t
Design of trench support systems and/or temporary shoring is the responsibil-
ity of the contractor. Temporary shoring could consist of steel sheetpiles
and internal braces. Based on our subsurface explorations, the soil parame-
ters summarized in Table 2 below should be used for design of temporary
i ;ho ri ng and trench support systems. These recommended parameters are for i
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granular fill materials and very loose to medium dense allu)ial soil along
the alignments. In other areas, temporary excavation st port could be - s
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pro.ided by either sloped excavations or a trench Sex. If a trench box is
used, care should be taken by the contractor to avoid caving of the soil
' within the excavation.
TABLE 2
RECOMMENDED SOIL PARAMETERS FOR DESIGN
OF TEMPORARY SHORING AND TRENCH SUPPORT SYSTEMS a
Total Unit Weight 115 pounds per cubic frot (pcf)
Angle of Internal Friction 32 degrees
OSHA Soil Classification Type C
Surcharge loads on excavation support systems due to construction equipment,
wj stockpiled materials, vehicle traffic, or adjacent structures should be
included in sharing system design. The OSHA Soil Classification given above
is based on the depth to groundwater deeper than the pipe invert observed
during the time of this report, or a dewatered condition.
*'1
Temporary excavations for trenches in fill and recent alluvial soils, which
are not supported or are partially suppm ted, are expected to stand at
approximately I)H:IV (horizontal to vertical) to 2H:1V slope configurations
depending on the soil type encountered. These estimates are based on the
assumptions of a dewatered condition. If groundwater is flowing or seeping
into the excavation, it should be expected to cause an unstable condition in
' the side slopes, and relatively rapid erosion. In addition, precipitation
can cause erosion of the side slopes. Therefore, such slopes should be
protected from the elements and the trench be quickly backfilled.
Actual trench configurations should be the responsibility of the contractor.
All applicable local, state, and federal safety codes should be followed.
All open cuts should be carefully monitored during excavation to detect any
evidence of instability. If instability is detected, slopes should be
flattened or temporary shoring provided. j
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Trenching shot be in accordance with Section 7-17.3(1)A of the 1991
Standard Specifications for Road, Bridge and Municipal Construction by the
Washington State Department of Transportation (WSDOT) and American Public ' 4
Works Association (APWA).
7 a>r
Pipe Foundation and Bedding
Based on conditions observed in the borings, it is anticipated that sand,
silty sand, sandy silt, silt, and occasional gravel will be encountered at
.t
.j pipe invert elevations. These soils will provide adequate foundation support
oy}
of the pipe provided they remain in an undisturbed condition. If the trench
bottom becomes disturbed during installation of the pipeline due to construe-
Lion acti yr ti es,,or if soft or loose soils are encountered, the trench bottom "y
should be stabilized by overexcavating to firm or medium dense soil or to a
t
maximum depth of 2 fret. A geotextile may be required in some areas to .,•.�$ r.
stabilize the trench bottom after removal of the unsuitable foundation soil.
The excavated material should be replaced with Class A foundation material "^
_ meeting the gradation requirements of Section 9-03.17 of the 1991 Standard
Specifications (WSDOT/APWA), Foundation material should be thoroughly
compacted to provide a aense and unyielding surface.
Uniform support of the pipe should be provided by a minimum of 6 inches of
bedding material meeting the gradation requirements in Section 9-03.16 of the 1991 Standard Standard Specifications (WSDOT/APWA). An alternative would be to use
controlled density fill (COF) with a minimum compressive strength of 100
pounds per square inch (psi) as bedding material. After placement of the
pipe in the trench, it is recommended that the initial backfill around and
over the pipe be the same as the bedding material. The initial backfill
should be placed in lifts not exceeding 6 inches and carefully worked under
the haunches of the pipe by slicing with a shovel, vibration, or other
approved methods. Initial backfill should be thoroughly tamped to provide
suitable lateral support of the pipe. Initial backfill should extend at
.. least 6 inches above the crown of the pipe. If OF is used as bedding
material, it should extend to at least the springline of the pipe.
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Trench Backfill and Como act bn Rewirements
Soils excavated from within tha limits of the existing trenches may consist
of granular material. This material may be suitable for use as trench
backfill if it can be moisture-conditioned to near optimum moisture content
and compacted to the required relative density. Excavated materials beyond
the limits of the existing trench are anticipated to consist of sand, silty
sand, sandy silt, and silt. These soils were observed to be typically wet of
the optimum moisture content and may be uncompactable unless moisture-
conditioned to near optimum moisture content. If the excavated material
cannot be compacted to the required relative density, then import granular ?3+
fill, meeting the gradation requirements in Section 9-03.199 of the 1991
Standard Specifications (WSDOT/APWA), should be used for trench backfill. v
LY The first lift of backfill should be placed to a height of 2 feet above the r i
crown of the pipe for PVC pipe and then compacted. Subsequent lifts should l ^�
be placed in lifts not exceeding 10 incbes, loose measure. For ductile iron
pipe with less than 4 feet of cover, the first lift o.^ backfill should be
placed to a height of I foot above the crown of the pipe prior to compacting. •,;,��;
Subsequent lifts should be placed in lifts not exceeding 10 inches, loose
M'
measure. We recommend that compaction be done with hand-operated equipment
I in areas where backfill,cover--is��ess than 4 feet. Trench backfill should be
compacted to at leas'f90 percent of the maximum dry density as determined by
the ASTM 0-1557 test procedure. Beneath pavement, the top 2 feet of backfill
should be compacted to at least 95 percent of the maximum dry density.
ioe Backfill and Traffic loads
M
The external load that will be imposed on a buried pipe is dependent on the
subsurface conditions, the type of pipe, width of trench, the height of soil
above the pipe, the method of pipe placement, and backfill conditions. The
i
effect of traffic loadings on the pipeline should also be considered. Figure
5 presents the additional traffic load that should be added to the soil load
on the pipe for .AASHTO H-20 and HS-20 truck loading.
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t Soil load acting on the buried pipe may be computed by multiplying the width
of the pipe times the height of the backfill above the pipe times the total
unit weight of the trench backfill sail . Table 3 presents the recommended
{[{ total unit weights to be used to compute the soil load on the buried pipe.
f TABLE 3
[[ TOTAL UNIT WEIGHT FOR ESTIMATING SOIL LOADS ON PIPES
J7 Backfill Material Total Unit Weight cf
1 Native Excavated Soil 115
Import Backfill
135
�7 DOCUMENT REVIEW AND CONSTRUCTION OBSERVATIONS
We recommend that Converse Consultants NW be retained to review those 1
portions of the plans and specifications that pertain to earthwork construc-
�1 Lion to determine if they are consistent with the recommendations presented
t in this report.
i
'1 We recommend that monitoring, testing, and consultation be provided by our
firm during construction to confirm that the conditions encountered are
consistent with those indicated by our explorations, to provide expedient
recommendations should conditions be revealed during construction that differ
from those anticipated, and to evaluate whether earthwork activities comply
with project plans and specification. Such activities include trench
excavation, fill placement and compaction, and other geotechnical-related
iearthworti activities.
1 USE OF THIS REPORT
This report was prepared for the exclusive use of the City of Renton Depart- I
ment of Public Works and Parametrix for specific application to this project.
The data and report should be provided to prospec'.ive contractors for their
i
information, but the report, conclusions and interpretations should not be
construed as a warranty of subsurface conditions.
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Within the limitations of scope, schedule and budget, the analyses, conclu-
sions and recommendations presented in this report were prepared in actor- �s+
dance with generally accepted geotechnical engineering principles and
ptactice in this area at the time this report was prepared. We make no other
warranty, either express or implied. The conclusions and recommendations
`i were based on our understanding of the project and site conditions as
observed at the time of our e 'plorations.
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If there is a substantial lapse of time between submittal of this report and ,
the start of constriction, or if conditions have changed due to natural Y
causes or construction operations at or adjacent to the site, or appear
different from those described in our report, we recommend that we be
requested to review our report to determine the applicability of the conclu-
sions and recommendations considering the changed conditicns or time lapse.
We appreciate the opportunity to be of service to you on this project. If
w you have any questions or require additional services, please contact us.
CONVERSE CONSULTANTS NW
Amy Beitel
Geutechnical Engineer
9
.,� Edward J. Heavey, P.E.
Project Engineer
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9235151 - OI
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FIGURE 3
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FiGVac �{
91 - 35Ist - 01
Y�
I 0 T
1
i 5 - �
i 4
to -
i H-20 & H5-20 Truck Loading {
a I
a I 1
F I
0
i I tl 4
0 20
iTrack Loading
near
i25
i30
0 0.2 0.4 0.6 0.8 1.0 1.2
a Vertical Pressure at Top of Pipe—KIPS/Foot2
i I 1.For traffic loads multiply curve value by pipe O.D.in feet.
2.Curve is corrected for following values:
Depth in feet Impact factor
i 1 0%
2
2 0%
3 10%
4 or more 0%
9
3 aacMill bads must be added to VaXb bad.
TRAFFIC LOADS ON PIPES
RENTON CBD SEWER REPLACEMENT Props No
Renton.Washington 92-35151-01
i for Parametrix
Geotechn,.l Emdin.ing Gyere No
® Converse Consultants NW wd APPIk I Eenh Sden. s
4t,i
R
� d .
y: .
APPENDIX A
FIELD EXPLORATIONS
Subsurface conditions along the existing sanitary sewer alignments to be
replaced were investigated on July 28 and 29, 1992 with nine geotechnical
borings. Four observation wells installed to monitor groundwater conditions
were checked during the period between July 29 and August 12, 1992. The
locations of the borings are shown on Figures 1 through 4. The exploration
4. locations were +stablished by pacing or Nand taping to features shown on base
maps provided by Parametrix.
i The borings were drilled with a truck-mounted B-61 Mebile Drill hollow-stem
auger drill rig. Borings extended to depths of 15 to 271 feet below the
1 existing ground surface.
Representative soil samples were obtained at about 5-foot depth intervals in
! the upper 10 feet of the borehole, and at 2#-foot depth intervals below 10
feet. Samples were taken wito a 2.5-inch outside diameter split-spoon
sampler driven with a 140-pound hammer dropped 30 inches. "' e sampler was
normally driven 18 inches and the number of blows for each 6-inch interval or
1 portion thereof was noted; these blow counts are shown on the logs.
1
1
1
1
! rum.n.c.n,uianuww DR/AFT
LOG OF BORING NO. B-1
Sheet 1 of 1
Date drilled 2122192 Driving Weight and Drop .140.lb/_..30-1aelL Elevation (Ct) m__
C Thi.lop�.p..t of tFa roport p d by Cenr.ty Comule.nq
y_ NW(or M.n.m.d prol«t.nd.�ioma n.r..d toaah.r.nh th., «
Q. port(or com bM mbryrolstiaa Thi..umm .pPli..onl .t
m.I«.eon ePtn„berinp.na a tn.,m.er a„ „p. svn.n.7...
p amen.m,)airt.r a etn.r ler.non..na m.y ch.np.
Imaion ntA the D.rogr o(eme. Tn.d.t.pr...ntw
a W m la1N� .impGnc.pon or.ctu.l cona�lio,u ancoungr.d. M
_, DESCRIPTION
if Concrete pavement, 7 inche---s— ------ 0 0
Asphaa t pavement, fiches
SANDY SILT; rust-brown and gray mottled, ine; firm,
moist
30 1 3
3
4
23 G
5
SAND; gray-brown, fine to coarse, littler tilt; little fine
e
25 2 I I to coarse gravel; dense, slightly moist to moist
22
20
10
3 31 = AND ANB r�RAV L�hire and gray- town m, e to
45 coarse, trace to few silt, angular gravel; very dense,
0/6 S slightly moist
20 4 21 + SAND;gray-brown and rust colored, fine to coarse
20 some fine to coarse gravel, trace silt; dense, moist
13
grades to fine to medium sand, with silt - ---
IS
5 6 trace to little coarse sand; nedium dense, wet
g
g
Boaom o boring at depth I .5 eet. Backe led with
cuWngs and bemonite chips on 7/29/92.
15 G + Grain Size Determination
' 20
..t
RENTON CBD SEv:ER REPLACEMENT °rii«t po.
t Renton, lvashington
92-35151-01
�p /� for Parametrls, Inc.
{/�� Converse Consultants NW Geotechnical Engineering npure pp.
and Applied Earth Sciences A-1
J
LOG OF BORING NO. B-2 Sheet I of I
Date drilled 71,9/92 Driving Weight and Drop 140 Its/ 10 lnnh Elevation(ft) A_
r This log;a pert or the sport pra ared by Convetae Cenmit.no g «
W N u NW for the nsmsd project end.Rould b nW together with that
Y mpore for compote mMrpn[alion. TAie mmm .DDliu only! L
N in.1«ation or this boring and at the time of dnl,na. subo. �_
'Sjgl ..dmons me diner.t other I«.enns and mar ,b. ,.[this a N
e- �L 1«anon with the pabi of time. The data presented u a 3 O
g _ m U,r7i nmplireation of actual conditions encountoord p
a W DESCRIPTION C �p
_� Concrete pavement, 6 1/2 inches
Vase course
SAND; brown, fine to coarse, trace to few silt, little
2 1 fine to coarse gravel; moist
A A I ; rust- rown an gray moRleC, me,
30 ; trace medium, laminations of sandy silt and coarse sand 2I G
around 2.5 feet; loose, moist
5
3 1 SAND; gray-brown, fine to medium, trace to little silt;
1 very loose, very moist
25 I
10 4 T 1 grades to gray-brown and rust mottled, fine, little silt,
3 with laminations of silt and clayey silt; medium dense,
I I very moist
5 20 with fine to coarse sand, some gravel I 1
20 16
II
GRAVEL; gray-brown, fine to coarse, little fine sand,
15 little silt; lamination of clayey silt; dense, wet
6 8
Iq sore ,led through a piece of wood from 15.5 to 16.5
20
gravel below wood
Bottom of boring at depth 16.5 feet. Back il— lei with
cuttings and bentonite chips on 7/29/92.
' IS G se Grain Size Determination
20
vroiKt ao. �
REN"fON CBD SEWER REPLACEMENT
Renton, Washington 92-35151-01 ,
for Paramelrlx, Inc.
F
Fiaure go.
Converse Consultants NW Geotechnical Engineering f
ind Applied Earth Sciences A-2 -I
F.
{
"a
0
r�
1
{
i
_—
)
LOG OF BORING NO. B-3 Sheet I of I
Date drilled 7/22/92 Driving weight and Drop 140 ih/ a0�_ Elevation(R) 30
f , Thu lot it pat a the.port Dnesr.d hr Cnnram Comult.nts %
NW for then o d p.)«s snd should b nW toaah.r-iM that _ n
O �- .port foromnlst.mt.rpntsewn. Thu summ�rr.ppli«only st •••
1 Me lxalon of thu Lorin•.nd st th<tuns of drill�np 9ubutT«•
L • R onduiom .1'
d,R«a oth«I«•iota u+d m.r chsnp a this �t M
« nnn 333 GGGp )
C ♦G m L lastion-ith[hs D.u4<of tim Th.d.t.pra«nnd • I
�a ID simpiificaion of«tusl . ditw..mcnunand. �t
DESCRIPTION tS o
Ft Concrete pavement, 6 1/2 inches
L Y SAND; brown, fine to coarse, little silt, some
i fine to coarse gravel; moist
4 1
2 1 SILTY SAND; gray-brown and mottled orange and rust,
2 fine, with occasional laminations of fine to medium
9 sand; medium dense, moist 20 G
5 25
7 3 1 SILT; gray with rust lamin tions, trace to little sand, no
.J 1 to medium plasticity (varying along the depth); soft,
2 very moist
10 20 4 6 AND; gray and rust orange lammauo—'amine to
8 medium, trace coarse, trace to little silt; medium dense,
9 wet
7/29/92
8/6/92
5 20 gray, fine to medium, few silt
■i 15 I _
10 ! grades to fine to coarse with fine to coarse gravel
15 15 SAND- -------------------
6 1 S SAND; gray, tine to medium; very loose, wet
I 1 inch layer of peat _f-
1 SILT; gray, trace to little fine sand, plastic for 6
inches, grades to non-plastic; very soft, wet
7 8
12 SAND; gray, fine, trace silt, trace plastic silt pockets;
I I very stiff, very moist to wet
�uttom Tbo nng at ept I eet. Instal ed
1 J2010 piezometer at depth 15.0 feet on 7/28/92.
G -Grain Size Determination
project No.
RENTON CBD SEWER REPLACEMENT
Y5 Renton, Washington 92-35151-01
for Parametrix, Inc.
liaurt aD.
Converse. Geotechnical Engineering
erse Consultants NW A-3
and Applied Earth Sciences
...;'^.sew.
_ r
LOG OF BORING NO. B-4 Sheet I of I
Date drilled -1Rg132_-- Driving Weight and Drop _A01W so Inch- Elevation(ft) 36
Thu loa IN part ache.,,onpr ccared by Convene C....Itente a
♦ C • NW for the named prole<t end.hould be ned together with thH ,- "
Y I port for coin late iotaMte ation. Thu eumm epDpee onl et
o the lot.no..Rm.bonne.nd.t the rime or d-i 1m9 S-N-lwe •)— ". p
G a p ditictu mn�•dirty.t other loc.timu end.,<h.nre et this t
n lecetlon with the yeeeage of time. The da.D eeented,e a " e-
y l�yt eimphnution of stwai canditwn.enceuntared. LtSt
a w m DESCRIPTION _
1 , Asphalt pavement, 3 1/2'
35 A A Lt. Drown, fine Io Coen.san , me
gravel, (race one, trace silt; medium dense,slightly
m0i
1 9
12 3 G
' 13 •
5 drill action - gravel, hard drilling
' 30
2 23 more gravel, slightly moist
24 �
24 •C
10 � 3 12 =
25 S
25 2d S
2
4 24 more coarse gravel, grades to gray-brawn
32 S
33 S
3
15 5 44
20 37
33 ottom o boring at depth 16. eat.[. Uacith
cuttings and bentonite chips on 7/28/92. No a
groundwater observed.
G -Grain Size Determination
I
I
Drol.ct No.
7 RENTON CUD SEWER REPLACEMENT
Renton, Washington 92-35151-01
for Parametrix, Inc.
--_— riapre No.
Geotechnical Engineering
Converse Consultants NW and Applied Earth Sciences A-4
a
f
' S
' LOG OF BORING NO. B-5 She t I of I
Date drilled _7/12192 Driving Weight and Drop I40 -h/ In Inch Elevatioa 'fl) 31
1 TAi.lo[ .p. of tA.nport pnnna A by Conv.w con.alt. 1. q
♦ NW for tM nunW pmlut u�d.hould U u to 11 -.oh thu rF
y mm part for c Lt.interpntuion. Thu.umTAM.r� 111 at `j
V y M L 1h.1«.Nod a�thn Aarint and U tM time ar dully, u&t th . •- ^.
e ; LL u ondipon'i . diner a oth.r l«aom.nd mq cA. p.t tAu > U y
Y e �p • 1«.tion rich d pu.>te ar t,nu. TA.d.t.Dr<unted u• n ~«
- 6, umphnopan d wmd cond,tion..ncnunt.rM.
a W m DESCRIPTION g
Asphalt pavement, 5 I/2 inches --- _
1 35
I 2 SILTY SAND WITH GRAVEL; brown, fine to coarse
2 sand and gravel; loose, moist
2
5
2 10 G
30
3 1 grades to less coarse sa-.d, no gravel, medium sense,
6 very moist
12
1 3 inch layer of sandy silt; gray-brown
10 C 5 AND; brown, grades to gray, me to me ram, litt e
7 coarse, trace silt; medium dense, moist
9 grades to gray
-5 ggi
5 3 guy-brown, trace fine to coarse gravel; loose moist 7 s
5
i,
15 6 3 grades to brown, with layers of sandy silt, piece of
6 wood; medium dense, moist to very moist
1 11
o[tom o boring at depth 1 .5 ec:. installed
20
piezometer at depth 15.5 feet on 7/28/92. No
groundwater encountered on 7/29/92 or on 8/6/92.
G -Grain Size Determination
20
' projeDt go.
RENTON CRD SEWER REPLACEMENT ^+
Renton, Washington 92-35151-01
for Paramelris, Inc.
r'
y
— — _ figure No.
i Engineering
Converse Consultants NW and Applied
and Appllieded Earth Sciences A-s
1 a f
■
{
�l a 3i
J
j
y
l•
LOG OF BORING NO. B-6
Sheet 1 of 2
Date drilled 71t0,91 Driving Weight and Drop 190-ihl in Loch
Elevation(ft)
' « 1 Thi.lo(u part of tM sport pO 1"a ` G n Wrt for<ompleu mdrpna cth tuAld Mwirm n�of d,mr illl,.n Lh.r S-ut-t•h
NW for the n.medn Thu—
the u rtttn..ctt Gj y❑Y,y M«pY
N
«
1«.non of Mu boon..n hest,.1 fl u a $C LL G
a onditione m. dins.t otMr,loc.uom.nd Pn..'ed L
— frL a of tiM. The a.t. L
t I :,npllncanon of
�Ktud aondit one mcounto.d.
to m DESCRIPTION c
W _
t Asphalt Pavement, B 1/2 inches
■ Base course
i SILTY SAND; black, fine to---Guars,,tthe to coarse
t 30 gravel, pieces of clayey silt intermixed; moist
' I sand, tree moist
8
2 q SILTY SAND; Y. 16 G
3
2 interbedded layers of gray non-plastic silt
Ii 5
25
3 2 inch layers silty fine .0 feet,
ver moil[
3 i peat
2 � ; nch layer of Deat at 7.5-8.0 feet, Y
3
10 q 1 Lf.1r Y T; gray and fight- rows, traverce st moist
I peat, plastic but consistency is thin;soft, Y
2 ra fine to medium, interbedded with
SILTY SAND; g Y•ey silt; very loose, wet
20 layers cC plastic clay
5 1
I trace wood 7/29/92
8 6/92
6 1I 8-inh -yer o st to ysilt_-_-___-_-_-___-_-_-_._-
_____
15 � 1
2 .
3 .
20 8 1 ill SAND; gray, fine to medium, trace silt, with layer of Continued Next Page project .o. _
RENTON CUD SEWER REPLACENIENT 92_35151-01
Renton, Washington
for Parametric. Inc.
�--- figure .o.
Geotechnical Engineering A-6
Converse Consultants NW and Applied Earth Sciences
JWIML-
- xyarrRp _�
! LUG OF BORING NO. B-6 Sheet 2 of s
I Date drilled 7/29192 - Driving Weight and Drop _V411h/ In Inch Elevation (f[) A_
' Thu I"I.Part of the ration pre arW by Convetee Comuiterete f K
NW mr In.n.m.a¢mi.l aria on T is real a impr.,lh that
Z Tl for U.
h murpratation. This mmm Wplia wl H
inao.luan orP[h:.m=r,aria.1 the um.of arena. S=u . a-_ r «5
ip ; L enau.rin.n,differ at other loranons and may than,•at this w
O locat,on r,th the P..aaa of time. Th.data P.Mmd L.a
eD NM eimDlinotion of utud car d,tiotu an<ountared, rr iQ
1" DESCRIPTION 6 o
3 ',,plastic clayey silt_ - --loo se, moist-- wet-------------,
10 7 K inch layer of peat _
CLAYEY SILT AND SILT; with trace thin beddings W
t 9 3 peat;firm, moist
4 laminations of fine to medium sand, trace peat (wood
10 chunb and stringen); firm, very moist to wet
' A , grey, me to me um, little st% scattered
25 10 2 clumps of clayey silt; medium dense, wet
5
10 Pale peat, trace gravel
1 1 5 _—
1 11 14 SAND; gray, ime to coarse, trace silt; dense, wet
Is
24 grades to with gravel, fine to coarse
24 Bottom o boring .0 eet. Installed
3r) piezometer at 15.0 feet on 7/29/92.
G -Grain Size Determination
0
i
35
i
40
Project No.
RENTON CBD SEWER REPLACEMENT
Renton, Washington 92-35151-01
for Parametric, Inc.
t
Geotechnical Engineering Fiwre No.
Converse Consultants NW and Applied Earth Sciences A-6
1 �
LOG OF BORING NO. B-7 sheet I of I
Date drilled 7/2941x Driving Weight and Drop .141) Ihar an l.cjl_ Elevation (ft) 3n
dal ap Thi.loe i.P.+t of th..port P.DuW by Ccnr rr a Cemultanb ? rM
Nw for th.n.n.a PMj"t u,d.M1ould b..d mr.ther with that «
y Port iitwl s 6t.im.,,9 and at t . ,.wmmu lir onl t '�
r� :A. iii... a,di boata.nit a tn.t�m..r,,.ab�e Ibi
R ain..at Of tL l«.eon..na m.r rn.nc.a tn;. Z ,�.
t ani,i..riih 7h.Pw.4.or um.. T1•d..P...ntad u.
3 m t� .imvlmr.uon.r..evd rond�non..ntovnt...a. g�
W DESCRIPI ION
38
0
ASDhalt Davement, 3 1/2 inches
aze course
1
2 2 SANDY SILT WITH GRAVEL; gray-brown and mottled
2 rust, fine sand, little fine to coarse gravel, few
3 laminations of fine to medium and fine to coarse sand; 25 G
firm, very moist
®■ 5 25
drill ac:;on - gravel
3 2 CLAYEY SILT; gray, trace to few fine to coarse sand,
I plastic; very soft, wet
I
10 20 4 1 grades to firm, less sand
3
5 1 yi PEAT; brown, with interbeds of sandy slit, non-Dlazttc;
i ye very soft, very moist
15 15 6 1 SILT; gray, little fine sand, some laminations of fine
2 sand, trace peat from 14.5-15.0 feet; firm, very moist
ill 4 to wet
Bottom o1 boring at depth 16.5 feet. Back filled with
cuttings and benfonite chips on 7/29/92.
OG -Grain Size Determination
20 10
RF.NTON CBD SEWER REPLACEMENT Proi«t No.
r Renton, Washington 92-35151-01
■
for Paramelrir, Inc.
Geolechnical Engineering rievre No.
rwA Converse Consultants NW and Applied Earth Sciences A-7
LOG OF BORING NO. B-8 Sheet 1 of 1
Date drilled _7f211/3_ Driving Weight and Drop 140 i.e/ 30 Inch Elevation (ft)28$__
This loe i6 pert of the moon p.r*EV d by Converse Conmlta i Y M
w • N W for the named pmlecl end eh.old be road together with Ihst
Y 0 reMrl rot cum late interprvtalion. This tnmm
v an.I«en.n.fim.b.t;na end i the time of d�ni psobs.a.�:
i.ndn�ons . differ.1.Ih..loc"mn..nit o er=hao,.t tmt £
«at�n ei1hh The pa...ee +., the del.pte.entw is
4 _ m •moliG[ation of ututl conditions ec<ountennl M } O C I
r'
a W DESCRIPTION LAC o
' SILTY SAND; dark gray, fine to coarse sand, little fine
to ccarse 5ravel; medium dense, very moist
I - I
25 2 I SILT to SANDY SILT; gray-brown and mottled orange,
2 fine sand, trace coarse gravel, non-plastic, laminated
I with fine orange sand; soft, moist 30 G
5
20 3 6 SAND; rust-orange, some laminations o gray-brown,
5 firs to medium, trace silt, laminations of grav silt;
5 medium dense, very moist
' t0 4 1 pocket of gray clayey silt to silt, sticky, wet
1
I 7/29/92 4
8/6/92
IS 5 6 gray-brown, trace fine grave', dense, wet
18
29
15 6 16 grades to fine to crarse with little fine to coarse gravel
24
26
Borrow VI uo::^j at depth 16.5 feet. Installed 1f
piezometer at 15.0 feet on 7/28/92.
t0 G - Grain Size Determination
20
' project Mo. ,.
RENTON CBD SEWER REPLACEMENT
1 Renton, Washington 92-35151-01
for Parametrix, Inc.
rigVre Mo. _
Converse Consultants NW and Applied
arch Sciences
4
and ADDlied Earth Sciences A-8
e
' LOG OF BORING NO. B-9 Sheet I of 1
t Date drilled 7122192 Driving Weight and Drop 140.1h(._30_inch- Elevation tit) —30_
` Thl.for i.put of ih.report Pre by Conreru Covultmt. O «
C yy NW for tho
nursed prof.cl.nd.Lould b ra.d mran.r.Ah thm rN
npon for cp Irt.int.rpntai... Thu.ammo .ppliw onlY.t
I the:«aion otNMi.boring and.1 th.tim.of drilrnr. S.L.on.c. .—_ c.. `i«
N ondfcnn.m dirt.,.1 uth.,Ixaiop.and mey ch.np a Chu > Y Y M«
Y 0 • 1«.non.uh�h.DunDe of tmu. Th.du.prx.nted is
waiplinotion of utu.l condition.encounar«I.
W DESCRIPTION gu e
T SILTY SAND(topsoil); brown, fine to medium, trace
coarse sand, few organics, slightly moist
2 7I I SILTY SAND; brown, fine to coarse, trace fine to
Coarse gravel, rounded and angular, medium dense,
14 moist
5 25-
----------------- —____--___
3 1 (no recovery)
1
10 20 4 1 SAN - . ; gray and rust mottled, fine sand,-4 —inch
—
I portion has medium plasticity, touched fine gray sand
2 at bottom; medium dense, wet 34 G
lntertcdded layers of gray sandy silt, fine sand, and
5 1 rust mottled silty sand; very moist to wet
_
2 CLAYEY SILTYG SILT; gray, medium plasticity; sWt
12 to firm; very moist
SAND; gray, fine, little silt; medium dense, very moist
IS 15 6 4 to wet; layer of very wet sandy silt at 16 feet;
9 lamination of peat and fine sand at bottom
' 4
ottom oi�bonng at depth 16.5 feet. Back died with
cuttings and bentonite chips on 7/18/92. ..�
G - Grain Size Determination
' 20 10
' project Mo.
RENTON CBD SEWER REPLACEMENT
d
Renton, Washington 92-35151-01
N
for Pmmelrfa, Inc.
Geutechnical Engineering
Converse Consultarts NW and Applied Earth Sciences A-9
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APPENDIX B
GLOTELHNILAL LABORATORY TESTING
Soil samples were tested to develop parameters for use in evaluating subsur-
face conditions and preparing geotechnical engineering recommendations for
design and construction of the project. The laboratory testing program
included determination of natural moisture content and grain size distribu-
tion. All soil engineering tests were performed in our laboratory in general
■ accordance with the American Society of Testing and Materials (ASTM) standard
test procedures. Natural moisture contents are presented on the boring logs
adjacent to sample notation. The results of grain <ize analyses ara included
' in this appendix.
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p** } CITY OF RENTON
Plamting/Building/Public Works Department
F.arl Clymer, Mayor tyaa Gutlmann,Administrator
:a}
1
1 1
f '" ` April 13, 1992
I
Vicki Sironen
Parametrix, Inc.
P. 0. Box 460
Sumner, WA 98390
SUBJECT: TASK ORDER FOR ANNUAL CONTRACT
CENTRAL RENTON BUSINESS DISTRICT SEWER REPLACEMENT
Y
1—,
-k-"'.. - Dear Vicki:
' We are pleased to request that your firm submit a proposal for the Central Renton
Business District Sewer Replacement project so that we may prepare a task order
I authorization under your annual consultant agreement with the City of Renton.
f!Ni I Enclosed you will find a copy of our draft proposal outlining the project. Please submit
4>yy'i`::5 a scope of work that includes the proposed phases, objectives, approach and product
r S":Vr
to eech element of the project. In addition. please provide a general schedule, a roster
t'�`;' of staff to be assigned, and a cost estimate.
C't BACKGROUND:
Information was provided to the Engineering Section from th Wastewater
Maintenance Section regarding the deterioration of existing segments of sewer within
the Central Business District area. The Central Business District is being targeted for
"` r 1• _ re-development thus requiring the Engineering Section to evaluate the adequacy of the
current size of the line 18 inch). his project s included for design in the Wastewater
Utility's 1992 Capital Improvement Program with construction amicipated frr early
'+ 4 1993. it is also identified in the 1992 Long Range Wastewater Utility Plan.
ri'r '
COURSE OF ACTION: 1 Asti ri The Wastewater Utility Section of the Planning/Building/Public Works Department is 1 a following this plan of actian:
11 Upon submittal of and acceptance by staff of the consultant's proposal, a task
order authorization will be presented to Council for endorsement by the Mayor ;
�( (anticipated for early June. 1992)IJ
200 Mill Avenue South - Renton, Washington 98055 1 .
T 4
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r ?fr�Fnq T�NfON
CITY OF RENTON
APR 16 1492
DeVELO
MEMORANDUM erv"F,
DATE: April 15. 1992
T0: Jack Crumley
Jim Hanson
Kay Shoudy
Mel Wilson
:FROM: / David M. Christensen
SUBJECT: �-- -
PROJECT PROPOSAL FOR THE RENTON CENTRAL
j BUSINESS DISTRICT SEWER REPLACEMENT -
PHASE II AND III
i
Attached for your review is the Wastewater Utility Section's replacement of existing sanitary sewer project proposal for the
mains within the Central Business District area.
Please submit all comments to me by April 30, 1992,
1
If You have any Questions or wish to desiynate staff for the design team, please
contact ine at X-6212.
Thank you for taking the time to review this proposal.
e:92.279a1MC:ps
Au�cAmam i
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CORRECTION (S)
REFILMED TO ASSURE LEGIBILITY
i
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'} CITY OF RENTON
I .L Planning/Building/Public Works Deportment
f Earl Clymer, Mayor _ Lyo Guttman,AdariaBtraw.
I
f
April 13, 1992
Vicki Sironen
Perametrix, Inc.
P. 0. Box 460
Sumner, WA 98390
SUBJECT: TASK ORDER FOR ANNUAL CONTRACT
'z�ya CENTRAL RENTON BUSINESS DISTRICT SEWER REPLACEMENT
Dear Vicki:
We are pleased to request that your firm submit a proposal for the Central Renton
Business District Sewer Replacement project so that we may prepare a task order
authorization under your annual consultant agrc, :vent with the City of Renton,
Enclosed you will find a copy of our draft proposal outlining the project. Please submit
a scope of work that includes the proposed phases, objectives, approach and product
to each element of the project. In addition, please provide a general schedule, a roster
of staff to be assigned, and a cost estimate.
BACKGROUND:
Information was provided to the Engineering Section from the Wastewater
Maintenance Section regarding the deterioration of existing segments of sewer within
the Central Business District area. The Central Business District is being targeted for
y. re-development thus requiring the Engineering Section to evaluate the adequacy of the
current size of the line IS inch). This project is included for design in the Wastewater
Utility's 1992 Capital Improvement Program with construction anticipated for early
1993. It is also identified in the 1992 Long Range Wastewater Utility Plan. --
COURSE OF ACTION:
i The Wastewater Utility Section of the Planning/Building/Public Works Department is
following this plan of action:
r 1) Upon submittal of and acceptance by staff of the consultant's proposal, a task
order authorization will be presented to Council for endorsement by the Mayor
(anticipated for early June, 1992)
1: +( 200 Mill Avenue South - Renton, Washington 98055
r � ,
I
q
Parametrix, Inc.
Central Renton Business District Sewer Replacement
l Page 2
i
21 Completion of design is anticipated in early December.
31 Following a late November award and notice to preceed, construction is
anticipated to be completed by July, 1993.
i
k
I If you have any questions or requite additional information, please contact me at
'I1 277-6212.
j` ; truly
yosi Ch ensel
st er Utility Engineer
t
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rm OF pawrolki
i qr"E
CITY OF RENTON APR 16 7.992
f
MEMORANDUM otvaonasN " F
l
DATE: April 15, 1992
TO: Jack Crumley
Jim Hanson
Kay Shoudy
Mel Wilson
FROM: David M. Christensen
__
SV'-JECT: Cam_PR_OJEZgIPROPOSAt FOR THE RENTON CENTRAL
BUSINESS DISTRICT SEWER REPLACEMENT -
PHASE II AND III
Attached for your review is the Wastewater Utility Section's project proposal for the
replacement of existing sanitary sewer mains within the Central Business District area.
Please submit all comments to me by April 30, 1992.
If you have any questions or wish to designate staff for the design team, please
r contact me at X-6212.
Thank you for taking the time to review this propos6
i
o:ez na:oWv.
AnwNmnr
I
s�.
,k
,f
P CONCU RENCE
DATE -
F INITIAL/n
CITY OF RENTON
MEMORANDUM
DATE: April 20, 1992
j TO: Jay Covington
1 Alan Wallis
A. Lee Wheeler
John Webley
'. Dan Clements ;
i
' FROM: Lynn Gutmann
j
� STAFF CONTACT: David M. Christensen
SUBJECT: PROJECT PROPOSAL FOR THE RENTON CENTRAL
BUSINESS DISTRICT SEWER REPLACEMENT -
PHASE It AND III
Attached for your review is the Wastewater Utility Section's project prcposal for the
replacement of existing sanitary sewer mains within the Central Business District area.
This draft proposal is being reviewed concurrently by Planning/Building/Public Works
Department Section Managers and staff for their input. Please submit all comments to
me Ly May 4, 1992.
If you have any questions or wish to designate staff for the design team. please
contact Dave Christensen at X-6212.
Thank you for taking the time to review this proposal.
D:92-277:1AG:D1V1C:P.
AtlAclmont
l�
1
L._
a
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t
CITY OF FcENTON
MEMORANDUM
DATE: April 20, 1992
TO: Jay Covington
Alan Wallis
A. Lee Wheeler
John Webley
Dan C\\lemant/
FROM: Ly wI ann
I STAFF CONTACT: David hl i5tensen
1 SUBJECT: PROJECT PROPOSAL FOR THE RENTON CENTRAL
i BUSINESS DISTRICT SLWER REPLACEMENT -
PHASE II AND III
Attached for your review is the Wastewater Utiln, Section's pf- ct 1roposal for the
i caplacament of existing sanitary sewer mains with, the Central Business District area.
This draft propose: is being reviewed concurrently 'ov Planning/Building/Public Works
Department Section Managers and staff for their input. Please subm't all comments to
f me by May 4, 1992.
i If you have any ,uestions or wish to designate staff for the design team, please
contaot Dave Christensen at X-6212.
Thank you for taking the tima to review this proposal.
r '
Ae.Ymnl 1 V
d
low
i___
r
_t �J 'd r"¢ RECEIVED
\ APR 2 3 =
ID
r n CITY OF RENTON
.. . ' ',. MEMORANDUM
DATE: pril 20, 1992
TO: Jay Covington
Alan Wallis
A. Lee %"/heeler
John Weblev ^r
iDan Clements
FROM:
STAFF CUNT T -fin David M.thristei,59D_.
SUBJECT: PROJECT PROPOSAL FOR THE RENTON C".:t RAL
BUSINESS DISTRICT SFWER REPLACEMENT -
i PHASE II AND lit
Attached for your review is the V.astewa+et Utility Section's project proposal for the
replacement of existing sanitary sewer mains within the Central Business District area.
-his draft proposal is being reviewed concurrently by Planning/Building/Fublic Works
Department Section Managers and staff for their input. Please submit all comments to
me by May 4, 1992.
If you have any questions or wish to designate staff for the design team, please
contact Dave Christensen at r-6212.
Thank. you for taking the time to review this proposal.
i
D.a2 I))-LAG:uM Cn.
Aaa Mnenl
i'
_ J
r
RENTON CENTRAL BUSINESS DISTRICT
SEWER REPLACEMENT PHASE II AND III
r.
Williams Avenue South South 2nd Street to 500' north of South 2no Street
Logan Avenue South-South 3rd Street to South)obin Street
South 4th Street -Morris Avenue South to Burnatt Avenue South
PROJECT PROPOSAL.
i
i
1
PLANNINGIBUILDI9GIPURUC WORKS DEPARTMENT
LYNN GUTTMANN. ADMINISTRATOR
Yy
1
- Prepared by: Utility Systems Division
David M Christensen
Project Manager
i MAY. 1992
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Y 1M
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RP,,ton Central Business District Sewn'Replacement - Phase II and II.
Page 2
RENTON CENTRAL BUSINESS DISTRICT
SEWER REPLACEMENT PHASE I AND 11
PROJECT GBJECTIVE
The purpose of this project is to prepare plans, specifications and an engineers cost
estimate for the replacement of deteriorated sewer mains within the Central Bus.ners
District area (CBD). See attached vicinity and location maps.
I. PROJECT BACKGP JUND:
Phase I of this project lies within the West Renton Subbasin and Phase II Pies within ;
the South Renton Subbasin. The City mainternnce crews in connection with
Wastewater Utility staff have identified these segments of sewer as needing to be
replaced due to sevare deterioration and poor flow characteristics.
It. PROJECT DESCRIPTION• "A. EXISTING CONDITIONS:
The sewer system consists of R" concrete that is over forty years in
age. The portions scheduled for replacement include Logan Avenue
South - South 3rd Street to South Tobin Street, Williams Avenue South -
South 2nd Street to 500 feet north of South 2nd Street. and Suuth 4th
Street - Morris Avenue South to Burnett Avenue South. All portions cf
this syst+rn lie within existing street right-ot-way.
B. SCOPE OF WORK:
This project includes preparation of construction plans and specifications
to allow for replacement of the existing deteriorated sewer syst^m with
new 8" pipe and manholes. »
C. DESIGN CONSIDERATIONS
1) Perform an analysis to verify the siziN and route for the new
sew,r mama UI
2) Perform a topographical s-...ey to establish base maps and
profiles to be utilized 'tor final design.
3) Review as-built plans and side sever rrds to ascertain all
current City `acilities within the project area.
Y
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Renton Central Business District Sewer Replacement - Phase II and III
Page 3
4) Contact appropriate private utilities to ascertain the location of all
private utilities within the project area.
5) Involve City sanitary sewer mamenance staff in design prncess
to ensure end product meets the needs of this section (exact
involvement to be as determined by the Maintenance SerJces
Manager).
6) Coordinate with other sections/d:,isions to determine n-,pact of
their facilities.
D. RIGHT-OF-WAY
It is anticipated that all work will be completed within existing street
rights of way, therefore. no eaditional (ight-of-way or easement will be
required
E. ENVIRONMENTO'-DOCUMENTS
It Is anticipateo that this project wlll be categorically exempt from SEPA.
F. PERMIT b
Permits and a7—ovals required by this project include.
11 Department of Ecology aporeval
2) Metru Plan approval
G. COS,'ESTIMATE
i
Design $75,000
Construction $280,000
0 O.1cCT TOTAL: $355,000
H. FUNDING SOL'RCE
1992 Wastewater Capital Imp.uvement Budget (4211
l
Y
Renton Central Business District Sewer Replacement - Fhase II and III
Page 4
1. PROJECT SCHEDULE
Complete Task Order AuF..orlxation June, 1992
for Parametrix, Inc.
Complete Prel aimary Design August. 1392 _
Compote Final Design December, 1992
' Begin Construction February, 1993 '.
Complete Construction July, 1993
- III. INVOLVEMENT/PARTICIPATION:
I
A. Community:
The neighborhood wel be not,hec the City's intention to replace the
sewer mains.
B. Agencies:
The Department of Ecology and Metro will be required to approve the
final plans and specifications for this project.
C. Private Utilities:
Private utilities will be notified during the design phase of this project.
No conflicts are anticipated at this time.
IV. STAFFING:
A. Projcct Management
The project manager will be Dat,d M. Christensen, Wastewater Utility
Section, from the Jtility Systems Division of the Planning/Pull ling/
Public Works Department.
S. Design:
Preliminary and final design will be performed by Parametrix, Inc.
I
C. Design Team:
} The desir ,team for this project will be:
Dave Christensen Wastewater Utility
! 7 Mike Katterman Long Range Planning
t Paul Forsander Current Planning
Chris Peregrine ParKS Department
t�
A
Renton Central Business District Sewer Replacement Phase II and III -
Page 5
D. In-House Reviews:
Design team members as well as affected divisions of the City will be
involved during reviews.
MANAGEMENT ACCEPTANCE AND COMMITMENT
PROJECT: RENTON CENTRAL BUSINES DISTRICT SEWER REPLACEMENT
PHASE II AND III
i
The following signatures indicate concurrence with ih;: project scope. schedule. and kP
budget as ou - in - rolec proposal
-----
jaactt Date
ity Syste ivision Manager Datt
tt __ S rz/''
iI Transportation Systems Division Manager Date
ItMainenance
ervices D^;i ' pager Dste
chnical A'ervices Manager Date
v
Development ServiceT Division Manager Date
Planninpl8 dingle blic'Works Administrator Da
osx-n e.
.t. J'.-Y �✓
Renton Central Business DIsVi61 Sewer Replacement - Phase It and III
Page 5
t" t D. In-House Reviews.
y5..
Design team members as well as affected divisions of the City will be
' involved during reviews.
f
I
I
MANAGEMENT ACCUTANCE AND COMMITMENT
PROJECT: RENTON CENTRAL BUSINES DISTRICT SEWER REPLACEMENT
i PHASE II AND Ill
The following signatures indicate concurrence with the project scope, schedule, and
budget as outlined in this project proposal
Project Manager — -
I Date
Utility Systems Division Manager Data
��.. .' Transportation Systems Division Manager Date
`+mar
Maintenenc, Services Division Manager Date
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.I Pllinnin nd Technical S rvices Manager Date
j
Derre f,nt Services division Manager Date
Planning/Building/Public Works Administrator
Date
,
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CITY OF RENTON
MEMORANDUM
DATE: May 7, 1992
TO: David Chcstensen
FROM: Mary Lynne Myer(ext. 2719)
CONTACT: Mike Kittermar4ext. 6190)
SUBJECT: CBD SEWER REPLACEMENT PROJLCf PROPOS,%
Thule you for the opportunity to review the t. oject proposal dated April 15, 1992. After
reviewing the proposal we have only two questions.
First, under II.E., you anticipate that the project will be categurically exempt from SEPA. :s
this because it is already included in the Sewer Comp Plan' If so, we think it would still be
prudent to 6o through the environmental checklist.
Se,ond, wher. you spoke with Mike Kattermann you stated that at some point you would need
to know what the largest development ultimately could be in order to size the lines
appropriately. At what point in the piacess,vould you need to know this information;
preliminary design (Aug. 92)or final design (Dec. 92)? In terms of the downtown plan, we
may have some idea of the scale and intensity of projects by August, but we will have a better
indication sometime :❑ the fall.
Again, thank you for the information and coordination. We will continue to follow the pruje-,
and coordinate with you on the downtowr plan. Please let me or Mike know when you neea
Pdditional information.
CC' Kay Shoudy
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PMX #83-1779-03
Mr. David M. Christensen Ilk,
Waste Wate, Engineer
Utility Systems Division
Public Works Department "
. ry of Renton
200 Mill Avenue South
Renton, WA 98055
Re: Renton Central Business District Sewer Replacement
Dear Dave:
We appreciate fie opportunity to provide you with a proposed work scope, schedule and budget
for the referenced project. We have enclosrA this information for your review.
If you nave any queslious, please don't hesitate to contact us. We are also available for a
meeting to discuss project and our approach.
Once again, thank you for this opportunity.
Very tr ly yours,
PARAM IX, INC.
`����
Ray Nickel, P.E.
RN:jis
Enclosures
CC: Vicki Sironen, PMX
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1` EXHIE'1 A
SCOPE OF WORK
CITY OF RENTON
RENTON CENTRAL BUSINESS DISTRICT
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PROJECT UNDERSTANDING SEWER REPLACEMENT
Protect Description
The project associated with this scope of work consists of replacement of deteriorated sewer
mains and side sewers within the Central Business District area of the City of Renton. The
)rtions scheduled for replacement consist of 8-inch concrete sewer pipe with associated
manholes a.ong the following routes:
• Logan Avenue South: South 3rd Street to South Tobin Street(approx. 1,30010.
Williams Avenue South: Sot `$nd Street to 500 feet north of South 2Fd Street
(approx. 550 If).
• South 4th Street: Moris Aven South to Burnett Avenue South(approx. 500 If).
i Also included in this portion is the collection sewer in the alley from the south
I side of South 4th Street to the Burlington Railroad and in between Morris Avenue
South and :.mahers Avenue South (approx. 200 If). -
Engineering services inc. .ed in this scope of work consist of surveying, preparation of
construction documents, engineer's cost estimates, assistance during bidding and construction,
and preparation of record drawings. Design will include replacement of side sewers up to the
edge of rigght-of- a or Basemen
J,5e-, Pair 6�ssycr P C 4R - GY �1 ' uimOrl. l'rl`YCtf•_�Afj
g y ment A^r utsrttont9 Nnrr�Ures 1,_-, bvaa
Ri hrof-wa ad Ear
iIt our t milirg that all sewer line replacement will be within existing rights-of-way or
sewer a. as, A that no additional rights-of-way or permanent easements will be required. it
Corstrucuon easements will be prepared by the City of Renton.
Lovimimen al Documenu
ThpCity of Renton anticipates that this project will be categorically exempt from SEPA.
rya �rzra< <Jt� Gtow l + trc T kt� r�oc� lLrs
Communi(y Involvem_gq[
The City of Renton n 'I conduct commuu''v notification.
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The City of Renton will make the necessary .ubmittals to the
Metro. rrzr- t�srLC4 OF S�g„v,.rT�y„5 Department of Ecology and to
tti P-�E FSY P-
Citv of Rentn �£Yi€w_3 ����
The City of Renton will conduct reviews by its affected divisions.
Bidding of project
The City of Renton will administer the bidding, and conduct bid tabulaticn and certification.
on=&li4Ls�t
It is our understanding that City start will perform the construction ins 7�
Review of the contractor's construct i�a tchedu;e and inspection and stakinglck
City staff will make daily inspection re Pay estimates will also be done by the City. 4'
built p;pe inverts and horizontal locations and test data[rocuon photos, and keepr y ��
ecords of as.
Wmit
II is our understanding !hat all per
City. mits not acquired by the Contractor will be acquired the r
' STAFFING 'tK
City of Renton:
Project Manager
iDavid Christensen g
i Paramenix:
i Project Manager
Review Enginecr(s) Ray Nickel, P.E.
Rick Hermes, P.E./Vicki Sironrn, P.B.
Other memuers of the team to be assigned during design.
Sub'"nsultants:
None
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PROJECT SCHEDULE
1ff \
a'arampated Notice Proceed to June 199'
rametrix, Inc., by the
City of Renton
.'.'I-TP)
City finished gathering data of project area 4 calendar days foilowing NTP
and data ready for Dick-up by information,
w
(Right-of-way and easement information, l",1Vsr;Fx►
survey ontrol data, side sewer cards,record
drawings, soils irformation, pavement
inv_ntory.;
Complete Preliminary Design as described 60 calendar days following NTP
in Task 03 (.30% complete)
Submittal to City for re iew and submittal to 45 calendar days following return of City
Metro and the Department of Ecology(95% comments on Preliminary Design
complete)
i
Final Design (100% complete) '.I calendar days following return A
I comments from City, DOE, ant Metro
TASK 01 - PROJECT MANAGEMENT
_ Objective: Maintain communuation with the City of Renton, providing budget,
schedule, and projr.t updates.
Approach: Prepare a detailed schedule utilizing Microsoft Project fur W.fdows.
Prepare monthly progress reports which will include budget summary,
schedule updates and summary of work accomplished.
Products: Mcnthly progress reports.
TASt 02 - SURVEY
Objectives: To verify sewer invert elevations and to establish base maps to he used
during design.
Approach: A Parametrix survey crew will be sent to the site. They will survey
manholes, sewer pipe inverts,curb lines,driveway approaches, front side 3
of affected buildings, finished floor elevation at doorways, and any other
physical arms along the route that may be affected by the sewer
replacement or indicate other utilities. Survey data will be translated into
�,uoCAD base maps and which will also include pertinent tight-nf-way
cny fx 3 sco of wo,s
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and easement information. Existing rights-of-way and easement shall
1 transferred to base maps from drawings supplied by the City of Renton.
Needs: Parametrix will call "one call" for utility locates prior to the survey crew
going to the project site. The following items are needed from the City:
riehtof-way and easement information, descriptions and values for
horizontal and vertical control within the contract area and street utility
acc^ss Dermrl for the survey crew, if regaired.
_ ^ �¢c-wEs rzye -,"r .OsrTw.t —Ct.rvC�
Product: Base maps in AutoCAD and on vellum. eP
TASK 03 - DATA COLLECTION AND PRELIMINARY DESIGN
Objectives: To verify size and rou4 of new sewer mains and to identify affected side
sewers, private utilities, ar.d Cite facilities within the project area.
App:oach: Appropriate City divisions and private utilities will be contacted to
�wertain locations of buried ,facilities in the project area. City "as-built"
plans and side sewer cards that ;ertain to the project will be reviewed.
The types of property uses along the project route will be researched.
Using the side sewer data wA the property uses Aewsew�ge s/
Flow rates will be estimated. 5a-rvanriui
Using the Flow projections, collected utility data, City record drawings.
and base maps developed by the surveyors, the new sewer main route.;,
slopes and sizes will be designed.
IA preliminary cstim construction costs will also be done in this task.
i
: heeds: The surv^j in Task 02 will peed to be complete before a preliminary
i layout of tite new sewers carhone. City record drawings and side sewer
cz ds for the project ar a are also needed.
Products: A technical memorandum to the City discussing the flow projections and "
preliminary laycut of new sewers on suvey generated base maps. A
reliminary estimate of constroction costs. Preliminary I"=20' scale plan
and profile drawings generated i.t AutoCAD and plotted on vellum.
TASK04-PREPARATION OF PLANS,SPECIFICATIONS,BIDDING ANDCONTRACT
DOCUMENTS AND CONSTRUCTION COST ESTIMATE
Objectives: To prepare plans,specifications,bidding and contact documents for public I
bid of the project. To p:ovidc a construction cost estimate to meet DOE
and City requirements and for evalualion of bids.
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Approach: The contract plans will be prepared in accordance with City of Renton
drafting standards and ir. AutoCAD. City of Renton Standard Plans will
be used where possible Applicable Standard Plans in AutoCAD will be
incorporated into the contract plans. Applicable Standard Plans that are
not in AutoCAD will be photocopied and attached is the specifications.
Plan and profile drawings will be done at a scale of 1"=20' horizontally,
{ and 1"_ -Scale verticalk.
ft Specifications will be based on the City of Renton Standard Specifications
for Municipal Construction. This axumen gill be photocopied and
attached to the specifications.
h Anticipated list of drawings:
slfcccl Description
� 1 Cover Sheet. Index of Drawings
— — d Vicinity Map, Overall Site Plan
3 Logan Avenue - Sewer Plan end Profile
A.'ru7li 4 Logan Avenue- Sewer Pian and Profile
5 Logan Avenue - Sewer Plan and Profile
- 6 Williams Avenue - Sewer Plan and Profile
7 South 4th Street - Sewer Plan and Profile -
8 South 4th Street Extension- Sewer Plan a»a
Profile
9 Details
iO Details j
_4}
One engineer's estimate of construction cost will be done in this task and
will be based on a 95% (or greater) complete set of plans and
specifications.
Y
Needs: A;d'-fv—
City's soils information in the project area. City comments m. the
preliminary design. City, DOE, and Metro comments on drafts of
construction documents are needed before documents can be finalized.
Prodt•cts: Onc set of detailed construction drawings in AutoCAD and on vellum(one
set of mylar drawings will be provided to the City after construction
records have been . xpomted onto the drawings as described in Task
05). Submittals to the City at 95% completa(DOE and Metro Submittals)
and 100%. A comp ied total of fifty copies of plans, specifications,
biddi-)g. and contract documents have been budgeted in this scope of
work. One engineer's estimate of construction cost.
❑ry OR� J
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KA P-27-2110 RE= CED SaM REPLACEMU 1993 - Ccntracts 2+
I
TASK OS - ASSISTANCE DURING BIDDING, CONSTRUCTION, AND RECORD
DRAWINGS
Objective: To provide engineering assistance during bidding and construction and to
revise contract plans to reflect the construction records.
Approach: Parametrix will be available to answer questions from both the bidders and
the City of Renton during the bidding p.riod. 'This includes attending a
pre-bid conference and bid-opening and preparing minor adoenda. Design
changes by the City during the bidding period which require redrafting of
sheets or major specification changes are not included. Bid tabulation and
certification will done by the City of Renton.
During construction Parametrix will attend the preconstruction conference
with the contractor and the City. This task also includes six(6)additional
visits to the site by a Parametrix engineer or senior inspector and re.iew
of construction submittals.
Parametrix will revise the contract plans to reflect construction records as
recorded by City staff and then make reproducible mylar drawings for the
City.
i
Needs: Parametrix will need the City's construction records and construction
photos prior to revising the contract plans to produce record drawings.
Products, Addenda during the bid period, six (6) site visits, submittal review
comments, and record drawings.
�i BUDGET
Table A-I shows task budgets, the overall project budget, overhead rate, profit.
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PAR4LB7Rl.Y,INC. TABLE A-1
Project: City of Re",
Rentoe Central ll cirteas District$ewQ Reple � d456
Bf1DGETFOR ENGIN1"X4G DESIGN SERVICES
OlT. 02T03 L4BOR COSTS R Taalt 04Tyl<05 aas Nana H9ua HoweProjen Manager 52O.97 40 48 Design Engineer 520.97 88 Swvey Crew $26.18 4 112 236 104
60
Survey M w
a , d $19. µ 60
Review Engra<r 533.0000 2 µ
DnNer $15.63 4 6 12 8 28
Word Pnrcesaor f12.00 112 264 µ 424
Clerical $8.00 2 4 16 8 32
Total Snlanee 4 8 12 6
$968.80 $2,700.32 54,576.96 t9,927.00 32
f3,4µ.36 521.6I7.µ
Ova,beld u 169% $1,637.27 54.563.54
Na Fmu 12% $312.77 $1,477.04 $3.20$16.7 " $1-111$5.820.84 $36,53.11
f87L66 f1,477.µ f7.2t1r.µ tl,lll.Ad 56.978.11
TOW Labor Caa 52,918.80 28.I35.52
1 $13.789,47 $29,908.07 510,377.17 $65,129.02
j DIRECT COSTS
Ofli¢ Planer
I Pno6ng $120.00 $120.00 $220.00 5220.00 5680.00
i Travel u $0.28 wile 533.60 $112.00 550,00 22,O1q,00 5500.00 $2.550.00
Dirxt Cut f33.60 $33.60 $44.80 $100.80 $324.80
f232.00 5203.60 52.164.90 5820.80 f3,554.80
TOTAL COST 52.95240 f8,M7.SZ SIJ,993.U7 $32.m.87 511,197.97 $68,687.82
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TRANSMISSION OR
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CONNECTION TEL 912068630946
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START TIME 03/22 12:56
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PAGES 8
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PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT
MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. ABOSS `
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TRANSPORTATION SYSTEMS DIVISION -235-2620
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BITE: JOB NO
RE:
ATTN:
GENTLEMEN:
§ WE ARE SENDING YOU ❑ ATTACHED O UNDER SEPARATE COVER VIA TIE FOLLOWING (TENS:
❑ SHOP DRAWINGS ❑ PRINTS ❑ REPRODUCIBLE PLANS ❑ SP'_CIFICATIONS
❑ COPY OF LETTER ❑
LOPIES T —MAR DESCA IPT ION MAItl(S
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THESE Xlf TAP LD AS CI.TCKED BELOW:
❑ FOR APPku,AL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT _ COPIES FOR APPROVAL
❑ FOR YOUR USE ❑ APPROVED AS NOTED U SUBMIT OR DISTRIB❑I IUrI
_ _ COPIES F
❑ AS REQUESTED ❑ RETURNED FOR CNRRECTIONS ❑ RETURN COPIES O PRINTS
COPIES To: NE
❑ f77t REVIEW AND CplENT ❑ ❑ PRINTS RETURNED AFTER LOAN TO US
SIGNED
TITLE
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IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE --
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Parametrix, Inc.
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May 29, 1992 ip
� PMX #83-1779-03 i
1992
PITY OF REN1ON
Mr. David M. Christensen ngineering Dept.
Waste Water Engineer
Utility Systems Division
Public Works Department
City of Renton
200 Mill Avenue South
Renton, WA 98055
Re: Renton Central Business Distict Sewer Replacement '
i
Dear Dave
We appreciate the opportuaily to provide for your review and approval two copies of Task Order
Authorization No. 3 with an ..pdated propose Scope of Work, Budget and Schedule for the
above-referenced project. Note the addition of Task (36 for Geotechnical Services. The
description in the Scope of Work for Task 06 is simply an excerpt from the proposal Converse
sent to Parametnx.
If you have any questions, please don't hesitate to contact us. Once again, thank you for this
oppo "unity.
Very truly yours,
PARAMEIRIX INC.
Ray Nickel, P.E.
RN:nkd
I
Enclosures
cc: Vicki Sironen, PMX
i
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( � I
PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT
MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 98055
UTILITY SYSTEMS DIVISION -235-2631
TRANSPORTATION SYSTEMS DIVISION-235-2620
r
T0: _ DATE: JOB NO.:
RE:
ATTN:
GENTLEMEN:
WE ARE SENDING YOU 0 ATTACHED o UNDER SEPARATE COVER VIA THE FULLOWING ITEMS:
o SHOP DRAWINGS 0 PRINTS o REPRODUCIBLE PLANS a SPECIFICATIONS
0 COPY OF LETTER ❑
IM -gle,j Li_ ATE NUMBER _ — DESCRIPTION AND RE
THESE ARE TRANSMITTED AS CHECKED BELOW:
0 FOR APFROVAL o APPROVED AS SUBMITTED a RESUBMIT COPIES FLA, APPROVAL
o FOR YBR USE o APPROVED AS NOTED a SUMMIT _ COPIES FOR DISTRIBUTION
o AS RESTED o RETURNED FOR CORRECTIONS o RETURN CORRECTED PRINTS
o FOR REVIEW AND COMEN1 ❑ 0 PRINTS RETURNED AFTER LOAN TO US
COPIES TO:
_ SIGNED
= TITLE —
IF ENCLOSURES ARE NOT AS NOTEO, KINDLY NOTIFY lb AT BCE
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I J PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT (D'/Z'I MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 98055 UTILITY SYSTEMS DIVISION-235-2631
TRANSPORTATION SYSTEMS DIVISION -235-2620
TO: DATE:
— JOB N0.• _
ATTN. _
K ARE SENDING YOU a ATTACNEO n IAEIER SEPARATE COVER VIA ilE FOLLOWING ITEMS:
0 SWOP DRAWINGS D PRINTS D REPRODUCIBLE PLANS a SPECIFICATIONS
0 COPY OF LETTER o
COPI DATER DESCRIPTION AND REMARKS ._
THESE ARE TRANSMITTED AS CHECKED BELOW:
a FOR APPROVAL 0 APPROVED AS SUBMITTED a RESUBMIT COPIES FOR APPROVAL
o FOR YOUR USE 0 AP-ROVED AS NOTED D SUBMIT __ COPIES FOR DISTRIBUTION
o AS REQUESTED 0 RETURNED FOR ZURECTIONS o RETURN CORRECTED PRINTS
0 FOR REVIEW AND COMMENTo 0 PRINTS RETURNED AFTER LOAN TO US
COPES T0:
SIGNED
TITLE
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT DICE
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tl� CITY OF RENTON
Office of the City Attomey
Earl Clymer. Mayor__
i
June 3, 1992
P TO: David M. Christensen, Wastewater Utility
FROM: Lawrence J. Warren, City Attorney
RE: Task Authorization No. 3 for Renton CED Sewer
Replacement Project, CAG-006-91 • Parewetrix, Inc.
Dear Dave:
1 have reviewed the above-referenced document and the same is
approved as to legal form.
yLawrence J� Warren
LJW:as.
cc: Mayor Earl Clymer
A8.84:47.
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Post Office Boa 626- 100 S 2nd Street-Renton,Washington 98057-(206)255-8678
J
14
1 JUN 4 192 14:05 FROM SUMNER-PRRRMETRI% PAGE.001
'I
PARAMETRIX, INC.
post Ofmce Box 4w
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DATE
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CITY OF RENTON
! MEMORANDUM
DATE: June 4, 1992 %V91111q,
TO: Dave Christensen
FROM: Dan Clements Z)4*
CITv OF RE D P .N
RE: Paromerrir Conrrnc{ CAC006-91 T.O. #3 "n lneertn6
This correspondence will follow-up on Your request for a review of the above
referenced contract.
The insurance information provided is acceptable for insurance purposes u^th the
following exceptions: I.)We need a revised certificate of insurance with the
cancellation provision changed to"the issui
written noticeng company shall provide thirty days
2.)11te City needs to re-eive an endorsement naming the City as an
additional insured o„all policies
If you have any additional questions or comments,please feel free to give me a call.
DC/csk
cc Marilyn Petersen
PAX
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PLANNING/ BUILDING/ PUBLIC INDRRS DEPARTMENT �t'tY p�
MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 98055
O UTILITY SYSTEMS DIVISION-235-2631
O TRANSPORTATION SYSTEMS DIVISION-235-2620
`i
{ TO: - T JOB NO.:
li RE: I
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ATIN: —
GENTLEMEN:
WE ARE SENDING YOU o ATTACHED ❑ UNDER SEPARATE COVER VIA _ THE FOLLOWING ITE15:
❑ SHOP DRAWINGS o PRINTS o REPRODUCIBLE PLANS o SPECIFICATIONS
o COPY OF LETTER o
COPIES DATE NU R DESCRIPTION AND REMARKS
f
i
THESE ARE TRANSMITTED AS CHECK-D LE'-Ow: — —--
o FOR APPROVAL ❑ APPROVED AS SLO41TTEU ❑ RESUBIIT COPIES FOR APPROVAL I
1 o FOR YOUR USE o APPROVED AS NOTED o SUBMIT COPIES FOR DISTRIBUTION
1 o AS RE9WSTED o RETURNED FOR CORRECTIONS ❑ RETURN CORRECTEC PRINTS
o FOR REVIEW AND COMlENT o o PRINTS RETURNED AFTER LOAN TO US
1 COPIES TO:
SIGNED i
TITLE
4 IF ENCLOSLRES ARE NOT AS NOTED, NPUL.Y NOTIFY U-1 Al ONCE
ALAMO
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CAG-006-9 I-EXHIBIT B(3)
TASK ORDE9 ALTMQRIZATION
City of Renton
Project No.
Name of Project Renton_ CBD Sew rReolacement .{
Master Agreement No. CAG-006-91
Tank Order Authorization No. 3
The City desires to authorize engineering services pursuant to the Master Agreement entered into
with Pammetriz Inc and executed on and identified as Master Agreement No.
C•AG-0(16.91
All provisions in the Master Agreement remain in effect except as expressly modified by this
work Authorization, and are incorporatz herein by refererce.
Scope of Task Order
I. SCOPE OF WORK (INCLUDES CONTRACTUAL SCHEDULE
MILESTONES) -EXHIBIT B(3)1 -
i
H. ESTIMATE OF HOURS AND COST - EXHIBIT B(3)2
III. ANTICIPATED PROJECT SCHEDULE - EXHIBIT B(3)3
SUMMARY OF FEE FOR ENGINEERING SERVICES
i Direct Salary Cost . . . . . . . . . .
1 . . . . . . . . . . . . . . . . . . S 20.434.
Overhead Cost (including
payroll additives) 1,6<; % $34.533,66
} Sub-ToW $ 4.267,7
Net Fee
ti tad IZ 9G $ 6,596.13
i
i Sub-Total $61 563,91
i
Direct Non-Salary Costs:
i
a. Travel . . . . . . . . . . . . . . . . . . . . . . $ 324.80
b. Printing 25
- _. . c. Office Plotting . . . . . . . . . . . . . . . . . 600.p,�
d. Outside consultants . . . . . . . . . . . . . . 13,100,
C. Other (specify) . . . . . .
W $ 74
GRAND TOTAL $77,838 71
' s h
CAG-W6-91-EXHIBIT B(9)
i TASK ORDER AUTHORIZATION ,
(coat.) z.
` v
City of Renton
Project No.
Name of Project Q ewer R�ola-ement
Master Agreement No
Task Order Authorization No��s�
If You concur in 'Y his Task Order Authorization and agree to the items as stated above, please
sign in the appropriate spaces below and return to this office for final action.
The maximum amount payable under this work authorization inclusive of all fees and other costs
is SZ7 lQ 71 "
All work under this work authorization shall be performed pursuant to the terms, conditions,
specifications, and limitations contained in the Master Agreement.
SUMMARY OF PAYMENTS UNDER WORK AUTHORIZATIONS
Prior Task Order
Task Order Awhoroation
Authorizations No. _I
Direct S Cost Total
�azY a]—0�78 x2o_.._ 434 1:1 $ 30,527 90
Overhead 16 4
(including Payroll 86 3--4-533 66 s0 986 52
t additives) 50,986.52
Direct Non-Salary Costs 9,989 00 16,274 80
Net Fee rn_3,I8� 60 _-k.�1._ 9.281.73
Tots! 39 7''1 24_ _.
D
It Consultant's Signature i
S Approving Authority
Authorisation Order
Number: 3_ Date of Authorization:
Account a?f /9aJ
Number
Attest:
Project Number:
City Clerk
y v:p
Y.
'
?+ any
f
EXHIBIT B(3)1
SCOPE OF WORK
CITY OF RENTON
RENTON CENTRAL BUSINESS DISTRICT
SEWER REPLACEMENT
PROJECT UNDERSTANDING
Project Descriotign
The project associated with this scope of work consists of replacement of deteriorated sewer
mains and side sewers within the Central Business District area of the City of Renton. The
portions scheduled for replacement consist of 8-inch concrete sewer pipe with associated
manholes along the following routes:
Approximately 1,300 lineal feet in Logan Avenue South from South 3rd Street to
South Tobin Street.
Appruximately 550 lineal feet in Williams Avenue South from South 2nd Street
and to the north.
Approximately 500 lineal feet in South 4th Street from Morris Avenue South to
Burnett Avenue South. Also approximately 200 lineal feet of sewer from South
4th Street to the Burlington Railroad in the alley between Morris Avenue South
and Smithers Avenue South.
Engineering services included in this scope of work consist of surveying, preparation of
construction documents, engineer's cost estimates, assistance during bidr'ing and construction,
and nreparation of record drawings. Design will include replacement of side sewers up to the
edge o:right-of-way or easement.
Right-of-way and Fasement Acauisi i n
it our understanding that all sewer line replacement will be within existing rightsof-way or
sewer easements and that no additional rights-of-way or permanent easements will be required.
Construction easements will be prepared by the City of Renton.
Environmental Documents
The City of Renton anticipates that this project will be categorically exempt from SEPA. The
scope of work, however, does include preparation of the SEPA checklist by Pammetrix.
I
Community Involvement
The City of Renton will conduct community notification.
04 rJ Reruoe I Rope rf
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s`
Submi[Ll�to Aetncies
The City of Remon will make the necessary submittals to the Depairmem of Ecology and to
Metro. Preparaticn of submittals will be done by Parametrix.
i
City of Renton R vi we
z2
The City of Renton will conduct reviews by its aifectal divisions. x..:
Iddine of Project
The City of Renton will administer the bidding, and conduct bid tabulation and certification.
Conctrucd3n,of Proiecr
It is our understanding that City staff will perform the construction inspection and that
construction staking will be performed by the contractor. Any damaged City survey
rsonumen�tion or benchmarks will be reset by the contractor. Review of the contractor's
construction schedule and pay estimates will also be done by the City. City staff will make daily
inspection reports, take construction photos, and keep records cf as-built pipe inverts and
honzontal locations ad test data.
P rmit<
It is our understanding that all permits not acquired by the Contractor will be acquired by the
City.
Document Mcdiaij
All documents shall be printed on recycled paper whenever a recycled medium is available at
or near the budgeted cost.
STAFFING
City of Rent.,):
i Project Manager
a David Christensen
i
Parametrix. i
Project Manager Ray Nickel, P.E.
Review Epgmecr(s) Rick Hermes, P.E./Vicki Sironen, P.E. j
Other members of the team to be assigned during design.
Subconsultants: Converse Consultants MV
(Geotechnical Services)
qry o/Rrww
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i
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i
I PROJECT SCHEDULE
k Anticipated Notice to Proceed to June 24 1992
Parametrix, Inc., by the City of Renton
r (NTP)
City finished gathering data of project arez 7 calendar days following NIP
and data ready for pick-up by Pammetrix.
(Rightwf-way and easement information,
survey control data,side sewer cards, record
drawings, soils information, pavement
inventory.)
Draft Geotechnical Report 60 calendar days following NIP
Complete Preliminary Design as described 60 calendar days following NPP
in Task 03 (30% complete)
Final Geotechnical Repor, 21 calendar days following return of City
comments on Preliminary Design.
Submittal to City for review and submittal to 45 calendar days following return of City
Metro and the Department of Ecology(95% comments on Preliminary Design
complete)
Final Design (100% complete) 21 calendar days following return of
comments from City, DOE, and Metro
TASK 01 - PROJECT MANAGEMENT
Objective: Maintain communication with the City of Renton, providing budget,
schedule, and project updates.
Approach. Prepare a detailed schedule utilizing Microsoft Project for Windows.
Prepare monthly progress reports which will include budget summary,
schedule updates and summary of work accomplished.
Products: Monthly progress reports.
I
TASK 02-SURVEY
Objectives: To verify sewer invert elevations and to establish base maps to be used
during design.
[l�ofRn m r Sropr/M'nh
! 1
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Approach: A Parametrix survey crew will be sent to the site. They will survey
manholes, sewer pipe inverts,curb lines,driveway approaches, front side
4. of affected buildings, finished floor elevation at doorways, and any other
- ? physical items along the route that may be affected by the sewer
replacement or indicate other utilities. Survey data will be translated into
AutoCAD base maps and which will also include pertinent right-cif-way
and easement information. Existing rights-of-way and easements shall be
transferred to base maps from drawings supplied by the City of Renton.
Needs: Parametrix will call "one call" for utility locates prior to the survey crew
going to the project site. The following items are needed from the City:
right-of-way and easement information, descriptions and values for
horizontal and vertical control within the contract area and a street utility
access permit form for the survey crew, if required.
Product: Base maps prepared in AutoCAD and on vellum.
I
TASK 03 -DATA COLLECTION AND PRELIMINARY DESIGN
Objectives: To verify size and route of new sewer mains and to identify affected side
sewers, private utilities, and City facilities v,"hin the project area.
Approach: Appropriate City divisions and pnvato utilities will be contacted to
ascertain locations of buried facilities in the project area. City "as-built"
plans and side sewer cards that pertain to the project will be reviewed.
The types of property uses along the project route will be researched.
Using the side sewer data and the property uses, and proposed zoning,
saturation sewage flow rates will be estimate.
Using the flow projections, collected utility data, City record drawings,
and base maps developed by the surveyors, the new sewer main routes,
s:,nes and sizes will be designed.
A preliminary estimate of construction costs will also be done{n this task.
Needs: The survey in Task 02 will need to be complete before a preliminary
layout of the new sewers can be done. City record drawings and side
sewer cards for the project area are also needed.
Products: A technical memorandum to the City discussing the flow projections and
preliminary layout of new sewers on survey generated base maps. A
preliminary estimate of construction costs. Preliminary 1"=20'scale plan
iand profile drawings generated in AutoCAD and plotted on vellum.
ary f N.n,.., . .S—,of wor!
I
! 99
yY1
f. TASK 04-PREPARATION OF PLANS,SPECIFICATIONS,BIDDING AND CONTRACT -"
DOCUMENTS AND CONSTRUCTION COST ESTIMATE
Objectives: To prepare plans, specifications, bidding and contaa documents for public
bid of the project. To provide a construction cost estimate to meet DOE
and City requirements and for evaluation of bids.
Approach: The contract plans will be prepared in accordance with City of Renton
Crafting standards and in AutoCAD. City of Renton Standard Plans will
be used where possible. Applicable Standard Plans in AmOCAD will be !
incorporated into the contract plans. Applicable Standard Plans that are
not is AutoCAD will be photocopied and attached to the specifications.
µ ' Plan and profile drawings will be done at a scale of !"=20' horizontally,
and 1"=5" scale vertically.
Specifications will be based on the City of Renton Standard Specifications +
for Municipal Construction. This document will be photocopied and
attached to the specifications.
i
! Anticip ted list of Jrawings:
f Sbt i2StcriRtipn
I Cover Sheet, Index of Drawings
Vicinity Map, Overall Site Plan
2 Logan Avenue - Sewer Plan and Profile
3 Logan Avenue - Sewer Plan and Profile
4 Logan Avenue - Sewer Plan and Profile
5 Williams Avenue - Sewer Plan and Profile
6 South 4th Street - Sewer Plan and Profile
7 South 4th Street Extension-Sewer Plan and
Profile
8 Details
9 Details
One engineer's estimate of construction cost will be done in this task and
will be based on a 95% (or greater) complete set of plans and
specifications.
III Patametrix will complete documents for SEPA and prepare submittals for
the Department of Ecology and Metro.
Needs: Available City soils information in the project area. City comments on
the preliminary design. City, DOE, and Metro comments on drafts of
construction documents are needed before documents can be finalized.
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Products: One set of detailed construction drawings in AutoCAD and on vellum(one aV
set of mylar drawings will be provided to the City after construction
records have been incorporated onto ti,e drawings as described in Task
05). Submittals to the City at 95% complete(DOE and Metro Submittals)
and 100%. A combined total of fifty copies of plans, specifications, -
bidding,and contract documents. One engineer's estimate of construction
cost. Compieted SEPA documents.
TASK 05 - ASSISTANCE DURING BIDDING, CONSTRUCTION, AND RECCRD
DRAWINGS
Objective: To provide engineering assistance during bidding and construction and to
revise contract plans to reflect the conswction records.
Approach: Parametrix will be available to answer questions from both the bidders and -
the City of Renton during the bidding period. This includes attending a
pre-bid conference and bid-opening and preparing minor addenda. Design
changes by the City during the bidding period which require mdrafting of
sheets or major specification changes are not included. Bid tabulation and
certification will done by the City of Renton.
During conslructin.•. Parametrix will attend the preconstruction conference
witn the contractor and the City. This task also includes six(6)edditional
visits t, the site by a Parameuix engineer nr senior inspector and review
of co,..rucuon submittals.
Parametrix will revise the contract plans to reflect construction records as
recorded by Cit) staff and then make reproducible mylar drawings for the
City.
iNeeds: Parametrix will need the City's construction records and wrist c^.tion
photos prior to revising the contract plans to produce record drawings.
Products: Addenda during the bid period, six (6) site visits, submittal review
comments, and record drawings.
TASK 06- GEOTECIRQCAL SERVICES
Objective- To acv re soils and water table information sufficient to determine extent
of contract dewatering and trench shoring, the type of pipe support,
bedding, backfill, compaction, and pavement design.
Approach: Converse Consultants NW will be contracted with by Parametrix, Inc. to
provide geritechnical services.
01 1Rn. a
Seep a/work
I
i
L
'fie subsurface conditions along the sewer replacement mutts will be
explored by completing eight borings. The borings will be drilled to
j depths of about 15 feet. We estimate that zpproximately two man-days
will be required to complete the borings. For bud„eting purposes, we
have assumed a total drilling footage of 120 feet.
The borings witl be accomplished with a truck-mounted drill rig operated
by a reputable drilling subcontractor. Standard Penetration Tests (SPT)
will be performed at approximately 5-foot depth intervals. Representative
samples of the materials obtained will be retained in plastic jars for further
classification and testing.
Upon completion of drilling, an observation well will be installed in four
of the eight borings to measure static groundwater elevations. Water
levels in the observation wells will be measured three times after
completion of the drilling. Well abandonment is not included as part of
this scope of work.
An engineer or engineering geologist from Converse Consultants NW will
provide quality control during the explorations by observing the work,
assisting in obtaining samples, and preparing descriptive field logs of the
explorations. Upon completion of the field program, die samples will be
transported to our laboratory for classification and testing to determine
per index properties of the samples. laboratory tests will include A moisture content determinations and grain sized analyses. '
Data collected during the field and laboratory milie.s will be analyzed by
a geotechnical engineer from Converse Consultants NW and used as the
basis for the following engineering recommendations:
1. Summary of the subsurface soil and groundwater conditions along
the routes.
2. Site plan showing approximate exploration locations.
it3. Graphic logs of each exploration.
4. Recommendations for design and construction of the sewer
replacement alignments, including: 111
• construction dewatering (if applicable)
• trench excavation and shoring
• pipe foundation s•rpport
• pipe bedding
backfill and compaction requirements
an 4u
r
y
TASK 04-PREPARATION OFPLANS,SPECIFICATIONS,BIDDING AND CONTRACT
DOCUMENTS AND CONSTRUCTION COST ESTIMATE
Objectives: To prepare plans,specifications,bidding and contact documents for public
bid of the project. To provide a construction cost estimate to meet DOE
and City req.. ments and for evaluation of bids.
Approach: The contract plans will be prepared in accordance with City of Renton
drafting standards and in AutoCAD. City of Renton Standard Plans will
be used where possible. Applicable Standard Plans in AutoCAD will be
incorporated into the contract plant. Applicable Standard Plans that are
not in AutoCAD will be photocopied and attached to the specifications.
Plan and profile drawings will be done at a scale of I"=20' horizontally.
and 1"=5" scale ve.tically.
Specifications will be based on the City of Renton Standard Specifications
for Municipal Construction. This document will be photocopied and
attached to the specifications.
Anticipated list of drawings:
�hssS n
I Cover Sheet, Index of Drawings
Vicinity Map, Overall Site Plan
2 Logan Avenue -Sewer Plan and Profile
3 Logan Avenue - Sewer Plan and Profile
j 4 Logan Avenue - Sewer Plan and Profile
5 Williams Avenue- Sewer Plan and Profile
6 South 4th Scree- Sewer Plan and Profile
7 South 4th St•xl Extension-Sewer Plan and
Profile
g Details
9 Details
One engineer's estimate of construction cost will he done in this task and
will be based on a 95% (or greater) complete set of plans and
specifications.
Parametrix will complete documents for SEPA and prepare submittals for
the Department of Ecology and Metro.
Needs: Available City soils information in the project area. City comments on
the preliminary design. City, DOE, and Metro comments on drafts of
construction documents are needed before documents can be finalized.
Pry of Arum
Frog oJWort
Products: One set of detailed construction drawings in AutoC.AD and on vellum(one
set of mylar drawings will be provided to the City after construction
records have been incorporated onto the drawings as described in "task
05). Submittals to the City at 95% complete(DOE and Metro Submittals)
and 100%. A combined total of fifty ccaies of plans, specifications,
bidding,and contract documents. One engineer's estimate of construction
cost. Competod SEPA documents.
TASK 05 - ASSISTANCE DURING BIDDING, CONSTRUCTION, AND RECORD
DRAWINGS
GbjeL _. To provide engineering assistance during bidding and construction and to -
-e contract plans to reflect the construction records.
Approach: . mom^trix will be available to answer questions from both the bidders and
the City of Renton during the bidding period. Ibis includes attending a
fire-bid conference and bidupening and preparing minor addenda. Design
changes by the City during the bidding period which require redraftingof
sheets or ma -
ors
) specification changes are not included. Bid tabulation and
certifi
cation will done b i y the City of Renton.
During construction Parametrix will attend the preconstruction conference
with the contractor and the City. Th.s task also includes six(6)additional
visits to the site by a Parametrix enginee, or senior inspector and review
of construction submittals.
Parametrix will revise the contract plans to reflect construction records as
recorded by City staff and then make reproducible mylu drawings for the
City.
i
Needs: Parametrix will need the City's construction records mid construction
photos prior to revising the ,ontract plans to produce record drawings.
Products:
Addenda during the bid period, six (6) site visits, submittal review
comments, and record drawings.
TASK 06- GEOTECHMCAL SERVICES
Objective: Ti acquire soils and water table information sufficient to determine extern
of contract dewatering and trench shoring, the type of pipe support,
bedding, backfill, compaction, and pavement design.
Approach: Converse Consultants NW will be contracted with by Paranetrix, Inc. to
provide geotechnicai services.
ay Jxrnw n
stop.../w„M
J
.kV
ri
The subsurface conditions along the sewer replacement routes will be ..�.
explored by completing eight borings. The borings will be drilled to .� .X.
depths of about 15 feet. We estimate that approximately two man-days ..
will be required to complete the borings. for budgeting purposes, we ' ^
have assumed a total drilling footage of 120 feel.
fhe borings will be accomplished with a tack-mounted d a rig operated
by a reputable drilling subcontractor. Standard Penetr—,on Tests (SPT)
will be performed tt .pproximalcly 5-foot depth intervals. Representative
samples of the materials obtained will be retained in plastic jars for further
classification and testing.
Upon completion of drilling, an observation well will be installed in four
of the eight borings to measure static groundwater elevations. Water
levels in the observation wells will be measured three times after
completion of the drilling. Well abandonment is not included as part of
this scope of work.
An engineer or engineering g-ologist from Con-erne Consultants NW will
provide quality control during the explorations by observing the work.
assisting in obtaining samples, and preparing descriptive field logs of the
explorations. Upon completion of the field program, the samples will be
transported to our laboratory for classification and testing to determine
pertinent index properties of the samples Laboratory tests will include
j moisture content determinations and grain sized analyses.
Data collected during the field and laboratory studies will be analyzed by
a geotechnical engineer from Converse Consultants NW and used as the
j basis for the following engineering recommendations:
I
1. Summary of the subsurface soil and groundwater-onditions along
the routes.
i 2. Site plan showing approximate exploration locations.
3. Graphic logs of each exploration.
4. Recommendations for design and construction of the sewer
replacement alignments, including:
I
• construction dewatering (if applicable)
• trench excavation and shoring
• pipe founda,.ion support
• pipe bedding
• backfrll and compaction requirements
urr Mahe, r
I s.opr./woa
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! backfill and traffic loading
pavement thickness over trench �T
A draft report summarizing field explorations and racommendations will
be prepared for review and comment. After receipt of review comments, -�
four(4)copies of our final report will be submitted.
♦ w
Products: Draft and final reports. Four observation wells for groundwater
monitoring.
'l
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1
PARAMETRfX,INC Master Agmement No. CAG-"-91
EXHIBIT B1312 528/92
Projwt: City of Renton
Renton Central Business Dkstrict Sena Replamnent
ESTUSATE OF HOURS AND COST FOR ENGINEERING SERVICES
Task 01 Tssk 02 Task 03 Taek 04 Task OS Task 05 Total
COSTS Ra-e Hours Hours Hours Hour, Hours Hour Hours s
Project Manager $20.97 40 4 8 8 8 4 72
Design Engituw $20.97 4 112 220
Survey Crew $26.18 104 4 444
SurveY Mapping 60 60
PP 8 519.71 48
Review Engineer 533.00 2 6 16 8 4832
Defter $15.63 4 84 216 40 344
word Pmc , $12.00 4 4 18 8 3r
Clerical $6.00 2 4 8 12 6 32
Total Salanes $968.60 $2,779.16 fJ,139.3'_ WW 1.24 $3,381.84 $167.76 $20.434.12
Overhead at 169% $1,637.27 $4,696.78 56,995.4i $15,205.34 $5,715.31 $283.51 $34,533.66
Subtotal $2.606.07 $7,475.94 $11,134.77 $24,202.59 $9 n97.15 $451.27 $54,967.78
Net Fm at 12% $312.73 $897.11 $1,336.17 $2,9O1.31 $1,,"' 66 $54.15 $6,596.13
Total Labor Cast S2,918.80 $8,373.05 $12,470.94 $27.106.88 SIO.IgB,gl $505.43 $61,563.91
DIRECT COSTS
Office Plotter $120.00 $120.00 $180.00 $180.00 $600.00
Pnnting $50.00
$244.800 5200.00 $
$324.800
Tnvel at f0.28 per mile 533.60 5112.00
533.60 j44.60 5100.80 5324.80
Subs;onsWtanrs
Dirac)Cost f 13 100.00 f 13,100.00
$33.60 $232.00 $203.60 f2,224,80 5480.80 $13.100.00 $16,274.80
TOTAL COST 52,952.40 60605.05 $12,674.54 529,331.68 $10,669.61 $13,605.43 $17,838.'.I
6w -1--1 -
f 4
I '
EXHIBIT SQ13
ANTICIPATED PROJcCr SCHEDULE FOR RENTON COD SEWER REPLACEMENT
Mute,Aprwmxn N. CAG-ODG91
T— 882
N.m. DNaNM SOVIWI O St Sc5.0u40 R Jun JW 1893
Notk.ro P,.w Ott N. Oae Jan Feb Mar M Jun JW 10 6/24/92 824M2 I
City oaOnra dxs 80 SG5/92 711/92
'On.C.n'lnntw Utnnroa 2E 828/92 MOM
OP,.m Smx UYrry Amy PIN 3p 62922 711192
Survey.M M.pPlnp ISO 7/W82 72{/B2 1
Review S.wx Dau.M plow Proj.ttNrl 100 ]/J92 7/18I82
GeotMmipl:BorNr9a.Onh Raven 220 71M2 014/92
Pniimynry D.Npn and Con E.fnnp ISO 72&92 SrM2
Coen%. 200 8/24192 11/18/82
G.otaMnlW:Fa i. Repon 1W VMII92 IMM2
Final Da.ipn ro 95%ConiPlat. 300 8/22Al2 I laM2
Cory.DOE,aM Maoo Mv4wn 250 I118/92 12/9/B2
{ r
Com FY1a1 Oaai9n 15d 12/11/62 12/31/92
ACVMi"for ORB, 700 1/{y7 2/12K3
ON
Notk.of Avrxd --111 311/93 3/1193
Nona M PnN:aaO
10 3118I93 3/18R3
l.owPuc9on--- t
900 3/1)ry3 720/93
Pnwn R.orwO Mamnpa 150 M 3 c,12/83
TN4 aol. 4 5y.0 en y.um.0 tan.4npOy ix nvWM 57 CRY.DOE rM Mttro MO for cmatrvoNon. 1Na ProNtt acMOW._—may CNMp.N acexf aNM Mrioaa vary hom ft
auwr*"M.
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.DQSMOMMOMOAeOwwaANs.w.yaw..ww.wwxwveyw.ewww.,w`...,..
t+ "
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PLANNING/ BUILDING,/ PURL;C WORKS DEPARTMENT
MUNICIPAL BUILDING 200 MILL AVE.SO. KENTON,WASH. 98055 •'E' i4
♦ A
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D UTILITY SYSTEMS DIVISION-235-2631 �1^�
TRANSPORTATION SYSTEMS DIVISION-235-2620
14
M
10: i
DATE; _—_JOB NO.: 1
RE: --
ATTN:
GENTLENEN: ---------.
WE ARE SENDING YOU O ATTACHED ❑ UNDER SEPARATE COVER VIA
❑ SHOP DRAWINGS ❑ PRINTS ❑ REPRODUCIBLE PLANS ❑ SPECIFICATIONS
_TIE fOLLOWINS ITEMS:
❑ COPY OF LETTER ❑
S T ! R DESCRIPTION Mp REMARKS
-------------------
THESE ARE TRANSMITTED AS CHECKED BELOW:
0 FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT❑ FOR YOUR USE ❑ APPROVED AS NOTED COPIES FOR APPROVAL
o AS REQUESTED ❑ RETURNED .A CORRECTIONS o SUBMIT — COPIES FOR DISTRIBUTION
❑ FOR REVIEW AND CONIENT ❑ RETURN CORRECTED PRINTS
COPIES T0: --
o PRINTS RETURNED AFTER LOIN TO US
SIDED
TITLE
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE
r�
All_ _
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PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT
I MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 98055 U '�
I y e O U I ILITY SYSTEMS DIVISION-235-2631 q
�NYrO
0 TRANSPORTATION SYSTEMS DIVISION-235-2620
i.
T9' TE, .109 NO.,
ATTN: t-.GENTLEMEN: ,
WE ARE SENDING YOU 0 ATTACHED 0 UNDER SEPARATE COVER VIA _TIE FOLLOWING ITEMS:
1 0 SHOP DRAWINGS o PRINTS 0 REPRODUCIBLE PLANS 0 SPECIFICATIONS '
L COPY OF LETTER o
COPIES DATE KU48ER IPTI01 AND REMW(S
l
THESE ARE TRANSMIT rED AS CHIMED BELOW: --
0 FOR APPROVAL 0 APPROVED AS SUBMIT{EO NE MIT COPIES FOR APPROVAL
RESUB
o FAR YOUR USE 0 APPROVED AS NOTED 0 0 A ISTRIBUTION
ESUET COPIES FOR D 0 AS REQUESTED 0 RETURNED FOR CORRECTIONS 0 RETURN -- CORRECTED PRINTS
0 FOR REVIEW AND COMMENT n 0 PRINTS RETORNEO AFTER LOAN TO US
COPIES T0:
--_ S1OED
! -- _--_ TITLE
IF ENCLOSURES ARE NOT AS NDTFD, XINDLY NOTIFY US AT ONCE
L
W J
J
♦-. Y Xis
CITY OF RENTON COUNCIL AGENDA BILL
I
5ub,°;nvp mt.: Planning/Buading/PubNc Works
D•p11Di•reo •tl Utility Systems Division/Wastewater Utility F° A",i.°f.
sin Cont.ct-.... David M. Christensen (x-621z) 15_. 9gp
i
I Aa•M.5i.tue
Task Order Authorization No. 3 for Parametrix, Inc.
to perform an engineering evaluat. ,and to cotr.apoMenc•..
to prepare plans and specification fw the Renton - omin.nc.......,....
CBD Sewer Re lacement proiec . q .
E.)rbit.: •JO ad e°.' •.........
Task Order Authorization No. 3 N.Y,ar..n4........
swtlr s.a..........
gscomm.ntletl Action:
3 OGuncil concur AppuvMu X Annual
-•ad 0............ X (Approved 01/91)
pi"•"°•Dwt.... X (Approve
0d 01/911
_ J
�+ j Exp.miNn gepv+rw... $77,838,71
Jff An .,eaayaetl....... $84,000.00 h.n.40Amawm.nt......
421/400118.596.35,65.45IM4513"430 gsv.nue Gm•rn•d......
421/10p118.596.35.65.4514014514015430
.aunxn.ry of ACUOn:
Par ametrix, Inc. will perform an engineering evaluation of the Renton CBD Sewer Replacement
Project and will prepare plans, specifications, and a construction estimaR of cost for the
Implementation of the proposed replacement.
Balance of the project budget will cover staff time. Construction funds are proposed to be h
budgeted in 1993.
I
Pa its regular meeting of May 4, 1992, Council approved the annual consultant contracts including
Parametnx, Inc
st.ff gscomn.rdaon: I
It is the recommendation of the Planning/Building/Public Works Department that Council authorize
the Mayor and City Clerk to execute the attached task order under CAG 073-90 with Parametrix, h.
Inc. for engineering and specifications for the Renton CBD Sewer Replacement project.
J
C:DOCS:az J54:DMC:p.
CITY OF RENTON
t CITY CLERK'S OFFICE
MEMORANDUM
I r
DATE: June 24, 1992 iJ i j
TO: David M. Christensen ---j
s FROM: Georgia A. Shives
k SUBJECT: CAG-006-9I, Exhibit B(3)
w.
The attached
inal
een
uted
tth document
nl � ac return
ed Please transs e oginal tothe cotractorand tainn oPY for your fieAnto original document is also retained by the City Clerk.
Thank you and have a nice day.
a i=
Enclosures: (l)
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'� CITY OF RENTON
i Planning/Building/Public Works De,rartment
Earl Clymer, Mayor Lyon Guunutno,Ae,.tinistmtor
June,26,1992
Mr.Ray Hickel
Panmetrlx,Inc.
�. PO Box 46o
Stunner,WA 98390
SUB1Ecr: RENTON CBD SEWER REPLACEMENT'
CAG 006-91 Exirmrr B(3)
NOnce TO PROCcED
Dear Ray.
Y
This letter shall serve as your notice to proceed with engineering services on[he Renton CBD
Sewer Replacement Project. Pleasc find attached one original of Task Order 113,CAG-00691
for your files.
1
I look forward to working with you on this project. If you have any questions,please don't
hesitate to call.
v truly yot
avid M. cnse
Wastewater Utility Engineer
92421X0e/DMQbh
tt: Grcryt l�mn�emnn
1
200 Mill Avenue South - Renton, Washington 98055
t{
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JUL IB '92 9t50 FROM SUMMER-PRRRMETRIX PRGE.091
PARAMETRIX, INC.
PO-'
Office BOA 460
Sumner, Washington 911390 pMX NUMBER Z L 9-6 __
I206) 863-5128 Or 838-9810
. .. DATE_ 7Li cX 9 2.
FAX TRANSMISSION INFORMATION SHEET
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PMX SUMNER FAX CM 863-0946
RECEIVING FAX NUMBER (.9-4) 235 Z5�{I
COMMENTSIMErpSSA,�GE: /r r
4-L ✓ ' St�.-Ph U SA'.
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NUMBER OF PAGES INCLUDING COVER PAGE
BACKUP COPY WILL WILL NOT BE SENT VIA
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I JUL If, •92 16:07 FROM SUMNER-PARRMETRI% I V
� (JI4�1if PAGE .001
r. RARAMETRIX, INC.
Post Office Box 460
Sumner, WaSMington 98390 FP
NUMBER
(206) 863-S128 or 838.9810
DATE
FAX TRANSMISSION WrWMATION SHEET
FROM:_— _
PMX SUMNER FAX GW 863-0946
RECEMNG CAX NUMBER �ZDe3f Z sY1I
COMMENTS(MESSAG&
EXCG� Cl1Q•1e� L✓�/� �R t-, -h-�-c .+.�L��.
f�ec'`a.a -�;•l l :•• cQojtc al can s..lto.�..7s as r-ew.�.��
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NUMBER OF PAGES INUUDING COVER PAGE
BACKUP COPY WILL 0 WILL NOT 0 BE SkW: T VIA
Parametft IrK.
PO Bnv W Su WA9639p
E06.M.5128.] .OM-W10-Fax :06%3 O946
14 July 10, 1992
PMX 21-1779-06
Mr. David M. Christensen
i Waste Water Engineer
Utility Systems Division
Public Works Department
City of Renton
200 Mill Avenue South
Renton, Washington 9M5
Re: Renton CBD Sewer Replacement- Addendum No, 1
Master Agreement CA0006-91 Task Order Authorization No 3
t Dear Dave:
We are pleased to provide for you review and approval, two copies of Addendum No. I for
the Renton CBD Sewer Replacement Project. The addendum covers engineering services
related to the additional sewer replacement in the alley which lies parallel and west of Morris
Avenue and between South 4th Street and the Burlington Railroad.
If you approve of the enclosed Addendum No. I,please return one signed copy to Parametrix.
Sincerely,
PARAMEIRIX, INC.
16; VVW
Raynold Nickel, P.E.
Project Manager
RN:jmn
Enclosure
i
PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT ti`tY p
MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 98055
O UTILITY SYSTEMS DIVISION-235-2631 •�1N„(1�
TRANSPORTATION SYSTEMS DIVISIOr-235-2620 1�
TO; _-- DOTE: Joe NO.:
- RE
-
i ATTN: — _ —
+ GENTLEMEN:
1 WE ARE SENDING YOU a ATTACHED o UNCER SEPARATE COVER VIA _ THE FOLLOWING ITEMS:
a SHOP DRAWINGS o PRINTS a REPRODUCIBLE PLANS O SPECIFICATIONS
0 COPY OF LETTER o _
COPIES DATE NLWR _ PT ON AND REMARKS _
THESE ARE TRANSMITTED AS CHECKED BELOW:
0 FOR APPROVAL a APPROVED AS OBMITI EO 0 RESUBMIT COPIES FOR APPROVAL
PP .
a FOR YOUR USE a APPROVED AS NOTED o SLO41T COPIES FOR DISTRIBUTION
i o AS REQUESTED 0 RFTURNED FOR CORRECTIONS a RETURN CORRECTED PRINTS
❑ FOR REVIEW AND COMMENT 0 o PRINTS RETURNED AFTER LOAN TO US
COPIES TO:
— ------_---_ SIGNED
TITLE
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE
�J
JUL 24 •92 15:22 FROM SUMNER-PARAMETRIX
PgGE.0e1
av P/�JJ
r PARAMETRIX, INC.
Post Office Box 460
Sumner, W30MC, ,, 98390 RMX NUMBER--
(206) 863-SI28 or ,Si ' 910
DATE_! z Z-
1
FAX TRANSMISSION INFORMATION SHEET
FROM: 1t[►� Il�c��
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PW SUMNER FAX MM 863-09"
TO: D ,..e C5AC("C�o
RECEJVING FAX NUMBER I r- 2�
COMM�'EnNTSIMEIIS''SACE Cg0
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NUMBER OF PAGES INCLUOINr YER PAGE �.
BACKUP COPY WILL 0 WILL NOT OF SENT VIA
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JUL 24 '92 15:22 FROM SUMNEP-PARAMETRIX PAGE.002
f '� lob E !03 Wr�.WArn�j � OV�'t.f�c)
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!• y Planning/Building/Public Works Department
L Earl Clymer, Mayer Lynn Guttmann,Adminhinitnr
September 4, 1992
Ray 'lickel I
Paremetrix, Inc.
P. O. Box 460
Sumner, WA 98390
I
SUBJECTS RENTON CBD SEWER REPLACEMENT ADDITIONAL
REPLACEMENT SECTION ON SOUTH LOGAN STREET
Dear Ray:
As a ie-ult of information provided to ne by the City's Transportation and
Maintenance Division, it is necessary to add an additiona' section to this project. The
portion to be added is on South Logan Street from South Tobin Street to Airport Way.
We are requesting that you prepare Addendum No. 2 for this additional wurk in the
same format as Addendum No. 1,including a revised scope, budget and schedule.
We appreciato your consideration of this additional design work and look forward to
your submittal.
If you have any questions or-require additional information, please contact me at (206)
277-621
1
cerely, /
avid . Christe on
Wasteteter y4o Engineer
rs:s:ees:ow:a,
i
200 Mill Avenue South - Renton, Washington 98055
r
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e ct CITY OF R.ENTON
Planning/Building/Public Works Department
Earl Clymer. Mayor _ _ _ Lynn Guttman,Admlalatnla
Septb.nber 4, 1992
Ray Nickel
Parametrix, Inc.
P. O. Box 460
Sumner,WA 98390
SUBJECT: RENTON CBD SEWER REPI ACEMENT
Dear Ray
ease find attached a copy of the City's Long Range Planning Section's projection of
Saturation Development that influences the sizing of the sewer mains for this project. In
addition,the following flow criteria is included:
Park/Open Space 600 GPAD
Church 2800 GPAD i Multi-FamdY 2.5 Person/Dwelling Unit
Average Domestic Flaw 80 Gal/Day/Person
Office - 2 Story 2800 GPAD
j Office - 6 Story 6400 GPAD
I Office - 8 Story 8600 GPAD
or�rcE- losroay Lot Linz c �
Commercial/Retail 2800 GPAD
Infiltration 700 GPAU
inflow 600 GPAD
Peaking Factor 2.0 x
Pipe Depth/Diameter Ratio 0.70
If you have any questions or require additional information, please contact me at (206.
j 277-6212.
Z
6erU-;I,ty
sen Engineer
C.DOCS.92 ene Mme:V+
RM1acMnpnir
200 Mill Avenue South - Renton. Wavhm¢ton ^8055
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IUD±. CITY OF RENTON
D1En10RANDU11i
CITY OF RENTON
_ Eneine'_'u3
DATE: September 2, 19,92
TO: David Christensen
FROM: May Lynne Myer(ext. 2719)
CONTACT': Mike Katlermann(ext, 6190)
SUBJECT: DOWNTOWN SEWER REPLACEMENT PROJECT
Attached is a land use scenario developed by long range planning staff as per your requrst.
We have examined the existing land uses, aquifer protection areas, and airport height
restrictions and reviewcd the proposed land use plan and discussions during, the downtown I
planning process to develop what we believe to be a realistic future scenario. This does not
mean that this land use scenario is the only one which could occur or that it has been
approved by either the City Council or the Downtown Renton Association. However, this
is within the range of possibilities of what has been discussed to date in the downtown plan and
the overall land use element, both of which are still being developed. We will provide you
with a copy of the final scenario when it is completed, probably toward the end of this year.
We do not expect the sewer loading under any new scenario would be substantially more than
the scenario presented in this memo. l {
t i I
Also attached is a description of land use and intensity for each block as numbered on the
attached map. These data include the acreage for each sub-block(gxcluding rights-of-way),
and the approximate lot area(lam floor area) for each type of land use within that block. j
Additionally, this setnariu was developed based on the following assumptions:
1. The Purnell Linear Park would remain essentially undeveloped;
2. St. Anthony's Catholic Church wculd retain its main church building but
redevelop adjacent properties and consolidate its current activities into its
school site;
3. With the exception of the block between Williams and`.yells,structures
would not exceed six (6) stories in height not,a rxsidential density of SO
dulac;
4 The block between Williams and R%clls would develop at densities similar to
t
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Memo-Dove C; ensen R
W2192 .
Page 2 s
the proposed Gonzales project, eight (8) stories will, a residential density of
100 dulac (Gonzales' project includes rirsi floor commercial.second floor
parking, n,v
p g, and remaining cis floors residential); and
5. [n all cases, the pr'nnary retail use wr--Id occur only on the ground fluor t"
for example, in a mixed use commerciaVresidential or commercial/office
block there would be a building with ground door retail and five floors of -
residential or office above it.
T', .nk you for the opportunity to coordinate our downtown planning efforts with the
wastewater line replacement program. I hope this provides you with the information you need
to size the lines. If you have any questions about this scenario or the assumptions, or if you
need additional information, please contact me or Miko Rattermann.
cc. Lynn Gutunann
Kay Shoudy
Arta Holzschuh
downtown file
Mun,�r ::,+«asa«we.Mo.�wo�w,k.�,,.Km n.•
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Memo-Deve Chrirtenaen
9:1192
Page)
LAND USE&INTENSITY
Block acres Land Use % Max. Het ht Residential Densit
Multi-family(50%) ,6'stories . Tdulac
1(1.07) to IVD
Office 50% dulac
2 r Multi-family(50%) Dstones
Office(50% S0 dulac
3(0.99) Multi-family(25%) D stories l�
Offitt 75% I
Church(44%) stories n/a i
4(0.99) tp
Office 56%
5 (0.69) Office(50%) stories n/a
Commercial 50% tO n/a
6(0.70) Commercial(50%) stor.A
Multi-famil 50% IO
7(O.99) Multifamily(88%) stories 'dulac
160
Office 12% D
Multi-family(99%) stories
8(0.99) 10
Office 12% � n/a
9(0.641 Office ID stories
10 0. Commercial(100`% 2 stories nla
40 11 0.06 Commercial llx)% 2 stories n/a
12(0.98) Commercial(50%) stories
Office 50% 10
n/a13(0.92) Commercial(50%) stories
Office 50% n/a14(0.70) Comm icial(50%) stories
Office 50% f�
Commercial(37%) .Ystories n�a
15(1.91) 1,
Office 63% nla
16(4.28) Office(31%) ,((stories
Commercial(22%) {D
Park 47%
17 (1.16) Commercial(50%) stories i
Office(25%) 10 100
Multi-famit 25% 100 du(ac f
lb(2.74) Office(33%) 8 stones
Commercial(33%)
Multi-famil 34%
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CITY OF RENTON I
MEMORANDUM 1292 v�
E N A f "INTON
DATE: September 2, 1992
TO: Davio Christensen
FROM: Scary I ,one Myer(ext. 2719)
CONTACT: Mike Kattermann(ext. 6190)
SUBJECT: DOAN TOWN SEWER REPLACEMENT PROJECT
-- - F
Attached is a land use scenario developed by long range planning staff as per your request.
We ha,,e examined the existing land uses,aquifer protection areas,and airport height
restrictions and reviewed the proposed land use plan and discussions during the downtown
planning proccss to develop what we believe to be a realistic future scenario. 'Ibis does not
j mean that this land use scenario is the only one which could occur or that it has been
approved by either the City Council or the Downtuwn Renton Association. However, this
1 is within the range of possibilities of w! has been discussed to date in the downtown plan and
the overall land use element, both of which am still being developed. We will pro%ide you
with a copy of the final scenaru when it is completed, probably toward the end of this year.
We do not expect the sewer!oading under any new scenario would be substantially more than
the scenario presented in this memo. k
Also attached is a description of land use and intensity for each block as numbered on the ,
attached map. 'these data include the acreage for each sub-block(Cscluding rights-of-way),
rntl the approximate lot area(rot floor area) for each type of land use within that block.
Additionally,this scenario was developed based on the following assumptions:
1. The Burnett Linear Park would remain essentially undeveloped; :
j 2. St. Anthony's Catholic Church would retain its main church building but {
redevelop adjacent properties and consolidate its current activities into its -j
school site;
3. With the exception or the block between Williams and Welk,structures
would not exceed six (6)stories In height nor a residential density of SO
dulac;
4. The block between Williams and Welk would develop at densities similar to
� I
F\,,, Memo-Dave Christensen
912/92
tea Page 2
the proposed Gonzales project, eight (8) stories with a residential density of
100 du/ac (Gonzales' project includes first ncor commercial,second Moor
parking, and remaining six floors residential); and
S. In all cases, the primary retail use would occur oeii on the ground floor, I
for example, in a mixed use commercial/residential or commercial/office
block there would be a building with ground floor retail and -fie floors of
residential or office above it.
Thank you for the opportunity to coordinate our downtown plarnang efforts with the
wastewater line replacement program. I hope this provides you with the information you need
to size the lines. If you have any questions about this scenario or the assumptions, or if you :.
need additional information, please contact me or Mike Kattermann.
cc: Lynn Guttmann
Kay Shoudy -
iArla Holzschuh
downtown We
' M1lalna a\+uNSWur\Jewmor n`.comvr\,evemem Jew
{
n
1
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Memo-Drve Christens,,,
9/i192
Page 3
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LAND USE&INTENSITY
Block acres Land Use % Max. Height Residential Density
n. 1 (1.07) Multi-family(50%) 6 stories 50 du/ac
Office 50%
2(0.89) Multi-family(50%) 6 stories 50 du/ac
Office 50%
3(0.99) Multi-family(25%) 6 stories 50 du/ac
Office 75%
4(0.99) Church(44%) 6 stories n/a
Oificc 56%
5(0.69) Oftice(50%) 6 stories n/a
Commercial 50%
6(0.70) Commercial(50%) 6 stories n/a
Multi-family 50%
7(0.99) Multi-family(88%) 6 stories 50 du/ac
Office 12%
8(0.99) Multi-family(88%) 6 stories 50 du/ac
I Office 12%
9(0.64 Office 10(1% 6 stories n/a
10 0.40 Commercial 100% 2 stories n/a
11 0.06 Commercial 100% 2 stories n/a
12(0.98) Commercial(50%) 2 stories n/a
Office 50%
13(0.92) Commercial(50%) 2 stories n/a
Office 50%
14(0.70) Commercial (50%) 2 stories n/a
Office 50%
15(1.91) Comm *cial (37%) 2 stories n/a
Office 63%
16(4.28) Office(31%) 6 stories n/a
Commercial(22%)
Park 47%
17(1.16) Commercial (50%) 2 stories n/a
Office(25%)
Multi-famil 25% _
18(2.74) Office(33%) 8 stories 100 du/ac
Commercial (33%)
Multi-family 34%
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CITY OF RENT
ON
Earl Clymer, Mayor Planning/Building/public Works Department
— Lynn Gurtmann,Admiaistmtor
September 30, 1992
Brad Phillips
Parametrix, Inc.
P. O. Box 460
Sumner,WA 98390
SUBJcCT: RENTON CBD SEWER REPLACEMENT PROJFCT
REVISED LAND USE PROJECTIONS
Dear Brad:
Please find attached a copy of the missing sections as well as revisiors to the original
Projections for the proposed land use within the CBD project area.
This information shall be uti;ized in the facility sizing analysis.
If any questions, please contact me at (206) 277-6212.
Sincerely, /
avid . Chris sen
Waste ter tility Engineer
C:00C5:92-770:DW:p.
anacirn.nu
200 Mill Avenue South - Rcnlon, Washington 98055
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FILE TITLE
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CERTIFICATE OF INSURANCE &1H 02858 WEMEDATE IwM/00"
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NC PLUMI f UroN LXF CERTIFICATE N.IDEA THIS LINIMIICATE OOEa NOT AMEND.
HURLEY ATKINS 6 STEWART EITENO OR ALTER Tnf COVERAGE AFFORDED BY THE POLICIES BELOW
800 NINTH AVE #1500
EATTLE WA 98101 COMPAENEY AFFIOMM COVERAGE
COMPANY
AMERICAN STATES INSURANCE CO T
LETTER
COMPANY 2 PLANET INSURANCE COMPANY
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UMNER, WA 98390 COMPANY O
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THIBTOCIATFYIn EPo CESV a' NCE LIST OF.OW MAYS BEEN BBV EO TDinFNSURELNANE0AB0YEFOjI PDLICYPERI'JD
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BFMSBULLrFNm 02CC2947474 0 20 92 6 20 93 kNFRALAGgREGATE 2,000.00
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EMPLOYEE BENEFT WA STOP GAP e FIRE DAMAGE IAnY MX lxkl 50.00
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DISEASE-EACN EMPLOYEE
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LIABILITY CLAIM AND
$2,000,000 IN
THE oExRN•rroNOF mEgATURe/Loullwnn EHILLEe/ePEcuL IrEwa AGGREGATE
E: 93-1779-02 CBD SEWER (AI)
HF. CERTIFICATE. HOLDER IS ADDITIONAL INSOREL ON THE GENERAL LIABILITY COVERAGE,
UT ONLY AS17EA RESPEC^S ICED SEWER MCAG006-91 T03. ENDORSEMENT ATTACHED.
CERTIFICATE HOE CA«CElUTN1N
$NO:iLD ANY O�TnE ABOVE"I"'UV:BEO POLICIES BE CANCELLED BEFORF TnE
EXPIRATION DATE THEREW,THE ISSUMG COMPANY BILL ENDEAVOR TO
CITY OF RENTON MAIL 30_.DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
AF DAVE CHRISTENSEN LEFT.BUT FAILURE TO MAIL SUCH NOTICE SHALL M9SE NO OB LNUTHIN OR
2U, ILL AVENUE SOUTH IABILITY OF ANY KIND UPON THE COMPANY.ITS AGENTS OR REPPESENTATIVEE.
RENTON, WA 98055
AU,NORIZFDRE NTA E
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Page 1 of 2
Parasetz", In.. SEWER DESIGN
PHXP 21-1779-06 RENTON CSD SEWER REPLACEMENT
12/15/92
CAPACITY
o/f /S MM Pipe WITH NO MEAD -FAK PEAK
Mil Type of Pipe "n" Length Invert lnvert Rim Slope Q GPM Q OPM V FPS Q GPM Q GPM 4 Block
STA Pipe Size Value of Run Elev Elev Elev Ft/Ft full 0.74full 0.7'full ADDED ROQ. CAP. Nunbera
Williams 509 35.02
Ave. TO DIP 8 0.013 174 32.55 31.85 0.004 345 293 2.42 41.80 41.80 14.26 17N61BM
South 335 36.34
TO PVC 8 0.013 330 31.75 30.43 0.004 344 292 2.41 20.30 61.90 21.11 17S4183
5 31.17
West 370 29.35
Alley TO ➢IP 8 0.013 310 23.17 21.32 0.005 385 327 2.70 45.10 45.10 13.80 1,2
0 29.19
rut 194 29.10
Alley TO PVC 8 0.013 189 24.37 23.40 0.0051 390 331 2.74 12.90 12.90 3.90 9,10
5 29.01
South 473 31.75 14-10
4 th TO 8 0.013 315 24.66 23.40 0.004 344 292 2.41 61.59 63.59 21.75 8,6E
Ave. 158 29.81
TO PVC 8 0.013 151 23.30 21.43 0.0124 605 514 4.25 61.55 125.14 24.33 7,9,6W
7 28.95
Logan 415 32.23
Ave. TO DIP 8 0.013 125 28.54 28.01 u.nn4 344 292 2.4' 9.?0 9.30 3.1A 19S,20S
South 290 32.74
SET 5 TC PVC 8 0.013 265 27.94 26.88 0.004 344 292 2.41 9.30 10.60 6.36 1914,2011
25 33.19
TO PVC 0.013 25 26.76 26.68 0.004 344 292 2.41 0.00 18.60 6.36
0 33 55
I
I
Page 2 of 2
Psrewtri., Inc. SEWER DESIGN
PMRt 21-1779-06 RENTON CHD SEWER REPLACEMENT
f 12/15/92
E CAPACITY
U/S D/S MH Pipe WTTH NO HEAD FEAR PRAR
MH Type of Pipe .,. Lengt'n Invert Invert -im Slope Q GPM Q CPP V FPS Q GPM Q GPM a Block
STA Pipe Slee Value of Run Elev ElPv Elev Ft/Ft full 0.7•full 0.7•full ADDED REQ. CAP. Numbers
Loges 1126 33.41
Ave a TO PVC 8 0.013 334 27.00 25.40 0.0048 376 320 2.64 22.64 22.64 1.08 155.16E N
SET 4 792 32.33
TO PVC 8 0.013 200 25.33 23.10 0.0112 574 486 4.03 14.15 36.74 1.54 15M,16M
SET 3 592 31.30
TO PVC 8 0.013 25 22.60 22.50 0.004 344 a92 2.41 0.00 36.79 12. '8
572 31.26
TO PVC 8 0.013 269 22.40 21.32 0.004 345 293 2.42 19.81 56.60 19.33 15N,16N
303 30.09
TO PVC 8 0.^13 28 21.27 21.08 0.005 385 327 2.70 0.00 3E.6U 17.32
276 29.99
SET 2 276 (NOTE REVEPSE STATIONING OH EHT 2) 29.99
TO PVC 8 0.013 276 24.80 23.42 0.005 385 327 2.70 23.40 28.4C 8.69 21.22
0 29.72
UAW E'a5 o3 rr-'i•.RISE r.loT6P PIPELINE S7r 14,,A'L it FlZoo
1
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1
r--a CITY OF RENZ'ON
j y Planning/Building/Public Works Deparmen:
i Earl Clymer, Mayor Lynn Gunmaun,AJmiiis"tor
ULU
JJ\
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{ 1 �
September 30, 1992
�. Brad Phillips
Feremetrix, Inc.
P. O. Box 460
�. Sumner. WA 98390
SUBJECT: RENTON CBD SEWER REPLACEMENT PROJECT
REVISED LAND USE PROJECTIONS
Dear Brad:
Please find attached a copy of the missing sections as well as revisions to the original _
projections fur the proposed land use within the C6-3 project area.
This information shall be utilized in the facility sizing analysis.
If .many questions, please conteci .e at (2061 277-6212.
i
Sincerely,
avid . Chris ben
Wastewater tility Eng,neur
C.00C5:92-77p!DUC:Pf
n.
200 Mill Avenue South • Renton, Washington 99055
x
4
�b
Aim CITY OF RENTON
Plannink/Buil -•g/Public Works Department
Earl Clymer, Mayor _ Lynn Getimaaa,Administrator
Septen+her 4, 1992
Ray Nickel
Parametrix. in, .
P. 0. Box 460
Sumner,WA 98390
SUBJECT: RENTON ('9D SEWER REPLACEMENT -�
Deer Ray:
Please find attached a COPY or the City s Long Range Planning Section's projection of
Saturation Devoiopment that influences the sizing of the sewer mains for this project. In
addition, the following flow Criteria is included:
Park/Open Space 600 GPAD
Church 2800 GPAD
Multi-Family 2.5 Person/Dwelling Ur.t
Average Domest,: now 80 Gal/Day!Person
Office- 2 Story 2.800 GPAD
Office- 6 Story 6400 GPAD a..
Office- 8 Story 8600 GPAD
.OFY-iGle 106-TD2+/ IDr 4,co&f-A'b
Commercial/Retail 2800 GPAD
Infilt"tion 700 GPAD
Inflow 600 GPAO
Peaking Factor 2.0 X
Pipe Depth/Diameter Ratio 0.70
It you have any questions or require additional information, please contact me at 12061
277-6212.
L
r! M C ensen
Wastew er Utility Engineer
cOoesszeee:orac:oa
�n.rr.nsms {
200 Mill Avenue Sou ., t Washington 98055
1 I '
lam
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LAND USE& INTENSITY
- 1
' Block -acres bland Use 76) Maz. Hei lit Residential Density
I (1.07) I Multi,amily(50%) stories .5Wdu/ac
Office 50% to Ito
2 (0.89) Multi-family(50%) ,Kstores 5Tdu/ac
Office 50% 10 1C0 _
3((,.99) Multi-family (25%) stores -5(t'da/ac
Office 75% t0 100
4(0.99) Church (44%) A stones n/a
Office 56% 10
5 (0.69) Office(50%) stones n/a
Commercial (509- ID _
6(0.70) Commercial (50%) 1
0
stone5 n/a
Multi-family 50%
7(0.99i Multi-fami!y (88%) . stones ;du/ac
_ Office (12% to
8(0.99 Multi-family (88%) stonesu/ac
Office 11290 l0 iOc
9 J.641 Office 100% 10.8'stories r.13
10 0.40 Commercial 100% 2 stones Na
1I 0. Commercial 100% 2 stones n/a
12(0.98) Commercial (50%) stories m'a
Office(50%) 10
13 (0.92) C'ommemial '50%) .icestones n/a
Office 50%
(0.70)—r Commercial(50%) 1,2'stones n/a
Office(50%) 10 _
15 (1.91)f Commercial(37%) .2'stories n/a
Office 62%) 10
16(4.28) Offl.z (31%) ,Kstones n/a
Commercial(22%) 10 j
_ Park 47% —f
17(1.16) Commercial(50%) stones a�
Office(25%)
Muin-famil 25%
IS(2.74) Office(33%) 8 stories 100 du/ac
Commercial (33%)
Multi-family34%
L_
i
CITY OF RENTON
MEMORANDUM
DATL September 28, 1992 �—
TG: David Cmstensen
FROM: Mary Lynne My,: (ext. 271.9) %N ry`
ICI CONTACT: Mke Ka[termann(ext. 6190)
SLJaJE(_T: DOWNTOWN SEWER REPLACEMENT PROJECT(addendum)
owl
Attached is the addendum to the land use scenario developed by long range planning waft as
Per your request. We have examined the existing land uses, aquifer protection areas, and `
airport height restrictions and reviewed the used land use plan and discussions during the
.fowntown planning process to develop wi,, we believe to be a realistic future scenario. This
does not mean that this land use scenario is the only one which could occ•ir or that it has
4 been approved by either the City Council or the Downtown Renton Association.
However, this is within :he range of possibilities of what hcs been discussed to date in the
down•own plan and the oveall land use elemr both of which are still being developed.
Plez.- note that our assumptions have changed for the downtown due to the application
1 j for urban center designation. Densities and building heights have increased accordingly
should be applied to the earlier memo as well. We will provide you with a copy of the
final scenario when it is completed, probably toward the end of this year. We do not expect
the sewer loading under any new scenario ,would be substantially more than the scenario
presented in this memo.
Also alLched is a description of land use and intensity for the additional blocks as numbered
on the attached map. These data include the acreagc for each sub-block(faciuding nghts-ot-
Ady), and the approximate lot area (rig floor area) for each type of unto .ise within that black. II'
Additionally, this scenario was developed based or,the following astiun:ptions:
1. The Burneti Linear Park would remain essentially undeveloped;
2. The automob
ile dealership
s would either redevelop a,commercial or
intensify their uses on-site (Le. additional structures handling sal--and
especially repair s mices);
3. Structures would not exceed ten 110)stories in height nor a rxidential
density of .50 duiac; however, it 6 likely residential density may range
y
1
3
.-. Mmeo-Dave UY^:rerun
'i gnsI92
Page
between 76 and 100 dur_c;
i
d. In all cases, the primary retail use would occur only on the ground floor;
for example, in s mixed ase commemiallresidential or commerciai/office
block there would be a builoing with ground floor retail and five floors of
residential or office above it.
Thank you again for the opportunity to coordinate our downtown planning efforts with the
wastewater line replacement program. I hope this provides you with the information you need
to size he lines. If you have any questions about this scenario or the assumptions, or if you
need additional InformaGor, please costa-t me or Mike Kattertnann.
cc: Lynn Guttmam
Kay Shoudy
Aria Holzs,.huh
downtown file
MLNImk .\wnL\Jrc Wownownvue.;„cwei:,em.Ox
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Memo-Dave Chnsanwn
9r28/92
Pete 3
LAND USE& EQTENSITY
r
1' Block acres Land Use % Max. :iei ht Residential Density
19(0.�5) 7ommeteial p0%) 10 stones n/a
Otfice 130%)
20 2.09 __ Con:.nercia; 100% 46stories
21 0.84 Office 100% 10 stories n a
22(2.11) Commercial(?5%) 10 Na
Office(25%) stories
Park 50%)
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ParamYW kK. c oUvtl r E^Pnror'I aN Envra����enxx Fr tf
b PO 9ox0 rwnma 79ar,WA9& _Y
8 -W35ga•P%Fla-WIG•Fax AWW309
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December 17, 1992
PMC#21-1779-06
Mr. David M. Christensen
t Rility Systems Division
Public Works Department
City of Renton
200 Mill Avenue South
Renton, Washington 98,;55
Re: Renton CBD Sewer Replacement - 95% Submittal Documents
Master Agreement CAGO06-91 Task Order Authorization No. 3
Dear David:
We are pleased to present you, per your request, with the following documents:
1. Calculation Table for Sewer Design: This table shows the physical characteristics of T .
each replaced sewer main as well as it^ flow capacity and :he required flows at
saturated development. Flows at saturation were calculated based on land use a, d flow
criteria developed by the City of Renton. Supporting documents from the City of
Renton are attached to the sewer design table.
2. Abbreviated Environmental Checklist for Projects Below Specified SEPA Exemption
Levels: This document has been prepared for your use. Please fill in question B.10
regarding current zoning classification of the site. Also note that the form requires the
attachment of one set of project plans.
3. Four copes of Plans and Specifications, estimated at 95% complete.
The t .timated construction cost will be sent to you next week. If you have any questions,
plcax call.
Sincerely,
PARAM iNC.
// A " I
Raynoldke�P.E.
Project Manager
RN:jls
1 Enclosures
F,iMOY pn nl�'V CT,.:
CITY OF RENTON
l ABBREVIATED ENVIRONMENTAL CHECKLIST FOR
PROJECTS BELOW SPECIFIED SEPA EXEMPTION LEVELS
The St.,.Enviromwntal Policy A.,(SEPA I.CMnter 43.11 C,RC W,ra@drse all qw rageorgal apranclu.to con•ko tM enk+row,w.nrsl
impede of a proposal before mshbp decnbns. Although the St.. Enog.ami Poly Apt don epe:ify ..g.. cfithpowud
..smpuon..tMa modified.csh,in...terse,be by I..W...no,.it there u a Iheelwod of wbl obe rNfi p .am w Wrss glottis
g ho a otherwiu c tagncalb/..ramp, proycf. Although fM SE'A wise do not gnengy newire entiron:renW doc.,menufon
when a propct is c.egdcally azsirpt,many wpaller gpcts are,in fist a part of a largr whose which in not enmpt Also,urefm
recent guldNina. ..W by tM Wensit wn State Depanmrant of Ecology,It it recommvefsd evt&"lodes reviewing prulaab show
that SEPA was consitered. This ould be co.v ieuc,with a 1960 state Court o:Abbess J.,,siu•w1v.h held thin agncla.should
onaidet I.kely enMr wri infects before applying the SEPA ca sgdcal • ceFt^na. Thra City of Renton his developeo the
.it.ched abbreNarsd checklist rs assist in doing this. "ears&rawer etch y*soon sM enach your.newer.on W4itiona1 Payne if
you and morn areas. Di,not leee,any W anion pbnk—d a waatiun does not apply.Weise note five first:M puaation.
A. BACKGROUND
Name of Applicant: Citv or Renton, Wastewater Utility Section
2. Address 8 Phone Number o;Applicant: 200 MITI Avenue South, Flepton. WA 91:f095
Contact: David M. Christensen - 277-6212
3. Project Name: Renton CEO Sewer Replacement
4. Address. Location, Tax Trcount Number, and Section/Township/Range of the Subject Site. Give
sufficient information tot a person to understand the precise location of your propcsed project,
including a street address: Sankary fewer mainlines and side sewers will be replaced in Sec. 18 T.23
IL. R.5 E. in the folloy.inD City of Renton riig t f-wa 1J_�oan Avenue South between South 3rd
Street and Abort War 21 South 4th Sp eet between Morris Avenue South and Houser Way South•
31 The two north-south alleys between Whitworth Avenuo South and Smithers Avenue South, and
bg(ween South 4th Street and the BNRR rip t-ot-vav: and in Sgr,_17 T.23 N.R.5 E. in the following
City of Renton right-of-w31L11Williams Avenue both between Sogjh 2nd Street and northerly 510 _
feet from centerline of South 2nd Street. Wrjgrr_r ocroachments onto private property is expected for
construction work areas '1 the two alleys and v here existing side sewer locations do not meet C4
of Beni $landards. Precise locations of existing sit,sewers at boundary of City of Renton rights-of-
way must be detarm ned dur'na construction due to incomplete hii gr;cal rocords, -
5. Is this proposed action related to an existing structure or activity on or in the immediate vicinity of the
subject site? X Yes _No
6. Do you M e any plans for future additions, expansion., or further activity related to or Connected to
this brojG V Yes X No
7. List all governmental approvals or permits that wil be needed for your proposal, if known.
P.W. Construction Permit _
8. Please attach a complete description of your proposal, including existing uses on the subject site,the
proposed uses,the amount of any grading or filling tin cubic yards).and the size of the project and site
(in luare feet).
$an.tary sewer mm�ir lines and side sewers will be replaced in the to axons described in Sectiqn A.4 of
Lill f rIC ll._All slew mainlines wi:l be 8-'nth and all new s de sewers will be 6-inch. The side sewers
pill be connected to existirl6uilding Sowers at the right-of-way boundary. Work will include rem,.val
of pavement aytrb, and sidewalks over sewer Tnes7 and excavation, pipelaving. backfillina. and
resurfacino as necessary to replace the sewers and restore the surface that is comparable to the
J i
preconstir Oi0n condition Work will also include traffic control and-lemoorary ournp-ino antl!or '
r�gjing of sewage flows in thy})roi_cl area.
S. Attach one compete set of project plans, a scaled site plan, and a vicinity map.1,jee oroieet plans f
f
10. What is the currt. it zoning classification of the site? F I_
11. If applwabic, what is the current shoreline master program designation of the site?1A _
12. What is the current use of the site and adjacent prcparvesr Mixed use l0ommerc1a1 residential and
vacant landl
13. Wig' were The previous uses of the site' Could any of theso have resulted in contamination of any
tvp> on the site? X No _Yes If sc, generally docents.
ARM
R. ENVIRONMENTAL ELEMENTS
1 Are there any surface indications cr history of unstable soils in the immediate vicinity and/or could
erosion occur as a result of clearing, construction, or the proposed use? X No _yes
If yes,generally describe and discuss proposed measures to reduce or control erosion,or other impact
to the earth, if any,
2. Will this proposal result in the emission of any hazardous substances (such as paint or petroleum
Products fumes), smoke, or odors into the atmosphere during construction or when the project is
completed? X No _Yes If yes,please explain and discuss prenosed measures to teducv
or control emissions or other impacts to air, if any.
3. Will the project requir,; any work over, in, or adjacent a (within 200 feet) any surface water body,
such,s a stream, pond, lake, or wetland? X No Yes If yes, please explain.
4. Does the proposal he within a 100- aar floodplain as indizated on the latest Federal Emergency
Mcnagement Agency IFEMA)map? X No _Yes It yes,please note the floodplain location
on the 6te plan. 111 5. Is the project located within an Aquifer Protection Zone' X Yes, Zone 1 _ Yes, Zone 2
_No
Onty the work on Williams Avenue South 's jahm ail Aogifer Protection:one.
}
6. Are th+re any environmental health hazards,Including possible exposure to toxic chemicals,risk of fire
or explosion, spills or hazardous waste,that you know of that could occur as a result of this proposal?
_X No __Yes If yes, please explain.
7. Could waste materials from the proposal or activities on the site enter ground or surface waters?
Yes Y_No
f R=,nton const uct'on rand,rds pr an Aguit LP_rD_tez:tion Zone have been included in the orglect
specifications,
a
1
a _
f
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9. re there any threa<sned or endangered species known to be on or near the site?
No _Yes If yes, please indicate what they are.
9. What types, levels, and hours of noise would be created by or associated with the project due to its
r construction or post-development operation?
Csgnshuction-related noise,)MIl a that typically oenerated by an excavptor and frortytrucks. Hours of
work will be limited to between y a m and 6 p.rn. Monday Ihrouph Fr'dav-nd_ xglgdjno Chv of
Renton holidays as listed 'n the project so if i ns. There will be nu c,st:dE_'e ment operation
fI noise.
` 10. Could light or glare from the finished project be a safety hazard or interfere with views from nearby
` properties? X No Yes If yes, please explain.
11. Could the proposed project alter or obstruct views in the immediate vicinity?
X No __yes If yes, please describe.
t
i
12. Would the proposed protect displace any existing recreation uses onsite?
X No _Yes If yes, please describe. p
7
13. Will the project result in an increased need for public services (for example, fire or police protection,
schools, etc.)? X_No _yes If yes, please explain.
I
CERTIFICATION
The above answers are true and complete to the best of my knowledge. I understand that the City of
Renton is relying on them in order to consider `he likely environmental effects of the above described
project.
Signature: Date:
Relationship to Applicant: _
FOR OFFICIAL USE ONLY:
Rev awed by: _,. _ Date Reviewed:
Recommended Classification: _Exemption Upheld
_Further information including regular Environmental Checklist reilwrud
J
Not
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age 1 of 2
PAre4,ettu, Inc.
SEWER DESIGN
pµ2+ 21-1779-06 RENTON CBD SEWER REPLACEMENT
12/23/92 CAPACITY
U/S D/S MH P'_ce (NO ADDED HEAD)
PBAR PEAR ADDED
RoeQref ff509
"n' Length Invert Invert Rim Slope Q GPM Q GPM V FPS Q GPM Q GPM \ BLOCR
Value of Run El" Elev Elev36.0 FL/Fi full 0.7=full 0.7•full AD
DED REQ. CAP. MJMDERS PEAR FLOW ADDED, GPM
36.02
Williue 0.004 345 293 2.42 41.80 41.80 14.26 17NL18N =28.4�13.Ave• 0.013 174 32.55 31.85 36.34South 0.013 330 31.75 30.43 37 17 0.004 344 292 2.41 20.10 61.90 21.17 175s185 =3.3+16.29.35 =45.1
Meet 0.005 3B5 32] 2.70 05.30 45.30 13.80 1,2Alley 0.013 370 23.17 21.32 28.19
29.70
Ea to 194 I0.0051 390 331 2.71 12.90 12.90 3.90 9,10 =12.
All,_ TO PVC 8 0.013 189 24.37 21.40 29.8'
5
14-30 =7.8+30.2+9.1+0.34+2.3
31.75 ♦27.7+12.3/2
South 474 0.004 344 292 2.41 63.59 63.59 21.]5 8,6¢
4 th TO PVC 8 0.013 315 24.66 23.40 29.81
Ave• '58 0.0124 605 514 4.25 61.55 125.14 24.33 7,9,6W �27.7+27.7t42.3/2
TO PVC 8 0.013 151 23.30 21.43 28.95
7
Lo I
gan 415 32.230,004 344 292 2.41 9.30 9.30 3.18 195,205 =6.7/2+11.9;2
Ave. TO DIP 8 0.013 125 28.54 28.04 32 ]4
South 29D 0.004 344 292 2.41 9.30 1e.60 6.36 19N,20N =6.7/2+11.9/2
SHT 5 TO PVC 8 C.013 265 27.94 26.BB 33.19 25 =0
TO PVC 9 0.013 25 26.78 26.68 0.004 344 292 2.41 O.00I 18.60 6.36
0 33.55 �
S
1
Pane 2 of 2
Parasetriz, Inc. SEWER DESIGN
PMRI 21-1779-06 RENTON CBD SEWER REPLACEMENT
12/23/92 CAPACITY PEAR PEAR ADDED
U S D/S MH ' Pipe (NO ADDED HEAD)
UoadweT MS Typo of Pipe "n' Length Invert Invert Rim Slope Q GPM Q GPM V FPS Q GPM Q GPM 4 BLOCK
STA Pipe Size Value of Run ELev Elev Elev Ft/Ft full 0.7•full 0.7•full ADDED REQ. GP. NUMBERS PEAR FLON ADDED, GPM.
Logan 1126 33.41
Avs E TO PVC I 8 0.013 334 27.00 25.40 0.0048 376 320 2.64 22.64 22.64 7.08 35S,16S •(24.32.6)•0.4
BUT 4 792 32.33
TO PVC 8 0,013 200 25.33 23.10 0.0112 574 486 4.03 14.15 36.79 7.54 15M,16M .(24.32.6)•0.25
SBT 3 592 31.30 •p
0.004 344 292 2.41 0.00 36.79 12.58
TO PVC 6 0.013I 25 22.60 22.50 1
572 3:.26 16N �(24.32.6)•0.35
TO PVC 8 0.013 269 22.40 21.32 0.09 0.004 345 293 2.42 19.8. 66.60 19.33I 3N,
303
TO PVC 8 0.013 28 21.22 21.08 0.005 385 327 2.]0 0.00 56.60 17.32I .0
276 29.99
S 2 276 (NOTE REVERSE STATIONING ON SHT 2) 29.99 =13.9414.5
BT
TO PVC 8 0.013 2761 24.80 23.42 O.DOS 385 327 2.70 28.40 28.4021,22
L-- 0 1 1 29.72
Notes: Pipeline stationing is from downstream (D/5) to upstream !U/S), unless noted as reverse stationing. Reverse stationing is from U/S
4 to D/S. •S- refers to
See attachments for block number designations,
f{F associated flows and land uses. "N" refeec to north end of block.,
`r{r south end of block, etc.
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CITY OF RFNTON
aL
Planning/Building/Public Works Department
Earl Clymer, May'.rr Lynn Guirmann,Adminlstntar
1
September 4. 1992
Ray Nickel
Parametrix, Inc.
P. 0. Box 460
Sumner, WA 98350
SUBJECT: RE.NTON CBD SEWER REPLACEMENT
Dear Ray:
I
Please find attached a copy of the City's Long Range Planning Section's projection of i
Saturation Devel-pment that influences the sizing of the sewer mains for this project. In
addition,the following flow criteria is included:
Park/Open Space 600 GPAD
Church 2800 GPAD
Multi-Family 2.5 Person/Dwelling Unit
Average Domestic Flow 80 Gel/Day/Person
Office - 2 Story 2800 GPAD
Office - 6 Story 6400 GPAD
Office - 8 Story 8600 GPAD
�oFr iGE- IDSTZ94 IC
Comn-coal/Retail er800 GPAD
Infiltration 700 GPAD
Inflow 600 GPAD
Peaking F^ctor 2.0 X
Pipe Depth/Diameter Ratio 0.70
I, If you have ary questions or require additional information, please contact me at (206)
277-6212.
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Utility /
engineer
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6
Block acres band Use % Max. Hei lit Residential Densit
i ! r 1 (1.07) Multi family(50%) stories Wdulac
�.. Office 50% l� _ Itx�
2(0.89) Multi-family (50%) Xstories ,SOdu/ac
1 ( Office 50( 'A ID too
4 3 (0.99) Multi-family(25%) stories .50'dulac
_ Office 75% tD 10D
4 (0.99) Church 0 1%) ,((stories n/a
_ Office 56% ID
5 (0.69) Office(50%) stories n/a
Commercial 50% i0
6(0.70) Commercial (50%) stories n/a
Multi-famil 50% ID
7(0.99) Multi-family (88%) stories Stf du/ae
_ Offi t2% to 100__
8(0.99) M dtcei-family(98%) stories .b0 du/ac
Office 12% to 100 _
9 0.64 Office 10o% ID x'smries n/a
110 0.40j Commercial 100% 2 stories n/a
I l� 0( 06) Commercial 100% 2 stories n/a
12(0.98) Commercial(50%) Zstories n/a
Office 50% 10 +.
13(0.92) Commercial (50%) xstories n/a
_ Office(50%) _ t0
14(0.70) Commercial(504,) ,tstories n/a
Office 50% IO
t 15 (1.91) Commercial (37A) AYslories - n/a
Office 63% tD
16(4.28) Office(31%) Xstories n/a
Commercial (22%) to
Park(47%
17(1.16) Commercial (50%) stories a/a�
Office(25%) 10 t0�
Multi-family (25%)
18(2.74) Office(33%) 8 stories 1W du/ac
Commercial (33%)
Multi family34%
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CITY OF RENTON
MENI0RAN1) UAll
DATE: September 28, 1992 --
TO: David Christensen
FROM: Mary Lynne Myer(ext. 2719) ysµ.rm
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CONTACT: Mike Kattermann(ext. 6190)
SUBJECT: DOWNTOWN SEWER REPLACEMENT PROJECT'(addendum)
Altached is the rdderulom o'he land nse scenario developed by long range planning staff as
per your rWet.. Wd na:c :xamitied the existing land uses, aquifer protection areas, and
airport height restrictions d�.d reviewed the proposed land use plan and discussions during the
downtown planning process to develop what we believe to be a realistic future scenario. This
does not mean that this land use scenario is the only one which could occur or that it has
been approved by either the City Council or the Downtown Renton Association.
However, this is within the range of possibilities of what has been discussed to date in the
downtown plan and the overall land use element, both of which are still being developeJ.
Meuse note that our assumptions have changed for the downtown due to the application
for urban center designation. Densities and building heights have increased accordun;ly
and should be applied to the earlier memo as well. We will provide you with a copy of the
final scenario when it is completed, probably toward the end of this year. We do not expect
the se%,er loading under any new scenario would be substantially more than the scenario
pres;LALd in this memo.
Also attached is a description of land use and intensity for the additional blocks as numbered
on the attached map. These data include the acreage for each sub-block(g;cluding rights-of
way), and the approximate lot area(not floor area) for each type of land use within that block.
Additionally,this scenario was developed based on the following assumptions:
1. The Burnett Linear Park would remain essentially undeveloped;
2. The automobile dealerships would either redevelop as commercial or
intensify!heir uses on-site(i.e. additional structures handling sales and
especially repair services);
3. Structures would not exceed fen (10)stories in height nor a residential a
density of 150 du/ac; however, it is likely residential density may range
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Metro D.ve Chn.tena
9/28/92
P.Be 2
between 75 and 100 du/ac;
_ 4• In all cases, the primary retail use would occur only on the ground floor;
for example, in a mixed use commercial/residential or commercial/office
block there would be a building with ground floor mail and five noon of
residential or office above it.
Thank you again for the opportunity to coordinale our downtown planning efforts with the
wastewater line replacc.nent program. 1 hope this provides you with the information you need
to size the lines. If you have any questions about this scenario or the assumptions, or if you
need additional information, please contact me or Mike Kattermarm
j cc. Lynn Quttmann
I Kay Shoudy
j Arla Holzschuh
f downtown file
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Page 3
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a' LAND USE& INTENSITY
Block acres Land Ilse % Max. height Residential Density
Y� 19(0.75) Commercial (70%) 10 stories n/a
Office 30%
20 2,09 Commercial IW% stories n/a +
�- t, : 21 (0.84) Office 100%1 10 stories n/a _
22 (2.11) Commercial(25%) 10 n/a
Office(25%) stories
Park(50%
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December 24, 1992
PMX#21-1779-06
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Mr. David M. Christensen
Utility Systems Division
Public Works Department
City of Renton
200 Mill Avenue South
Renton, Washington 98055
Re: Renton CBD Sewer Replacement - 95% Suhmittal Support Documents
Master Agreement CA0006 91 Task Order Authorization No. 3
Dear David:
We are pleased to present you, Per your request,the following documents:
1. Sewer Design Data: A revised sewer design table showing the physical characteristics of each
replaced sewer main,flow capacity,the required Flows at saturated development,City of Renton
block numbers (as shown on atached sketch), and added flows from each Mock. Flows at
saturation are calculated,as attached,based on Ian use and flow criteria developed by the City
of Renton. Supporting documents from the City of Renton an calculations are attached to the
sewer design table.
2. Construction Cost Estimate: 1 have enclosed costs on two options
a. Option A uses concrete patching on Logan Avenue per the 95%Submittal Documents.
Construction cost of Option A is approximately$642.000.
s h• Option B consists of two stages. It uses AC patching on Logan Avenue(5592,000)in
Stage 1 ($592,000)and an AC overlay ($31.000) in Stage 2. Total cost of Option B
is approximately i633,000.
3. Drawings showing City of Renton's previor,-review.
If you have any questions,please call
Sincerely,
PARA�ETRI INC.
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Raynold Nickel, P.E.
Pmject Manager
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RSN 12/24/92 10.48
RENTON CBC SEWER REPLACEMENT
Engineers Construction Cost Estimate
Option A-Based can 95%Design Submittal
Item Approx. Unit Description of Item Unit Amount
No. Quantity Price
1 Lump Sum Mobilization 9% $49,027
2 1,890 SY Saw Cut and Remove A. Pavement $4 $7,560
3 2,O60 SY Saw Cut and Ren ove PCG Pavement $7 314,360
4 2,427 LF 8-inch Diameter PVC Sewer $47 $114,069
` 5 657 LF 8-inch Diameter D.I. Sewer _ $56 ___/36,792
6 10 EA 54-inch Manhole(Shallow MH) $2,400 $24.000
7 7 FA 48•inch ManholelTyp MH) $2,400 _ II16,800
8 81 EA IPVC Side Sowers - 51,274 $77,714
9 6 EA D.I. Side Sewers $1,874 $11,244
10 23 EA 6-inch Cleanout $400 $9,200
11 _ 3 EA Exterior Drop Connection at MH 57("0 32.280 ;
12 Lump Sum _ Temporary Pumping of Se,age Lump Sum $5,000
13 5,060 Ton Select Import Backfill (Added Cost) $10 _ $5_0,_600
14 3,940 SV Crushed Surfacing To_p Course for Pvmt $3 $11,820
16 1,890 SV AC Pavement Gass a $1 a 526,460
18 2,060 SY PCC Pavement $27 355,350
17 314 LF Curb Gutter, Sidewalk.and Driveway $34 II10,876
18 I Lump Sum Traffic Control - Lump Sum $13,000
i 19 400 SY Soil Preparation and Seeding $6 _ 32,400
20 20 EA Authorized Shrub Removal and Replace S I i O $3 000
21 Lump Sum Trench_Safety LUMP Sinn II24,000
22 9 EA Remove and Dispose of EeisGog MH $680 K120
23 2,140 LF Remove and Dispose of En Server Meets $_5 310.700
24 4 EA Abandon Exiting Manh.les 5600 52,400
25 5 EA Remove and Replace Monuments 3300 31,500
__-
28 504 LF Aquifer Protect (Williams Ave. S) 41 $504
27 LumpSum Ra Ixement of Pvm[Markin sand Markers Lum Sum $7,200
Subtotal $593,766
8.20% Sales Tax $48,689
CONSTRUCT/ON EST/MATE $642,000
COST PER LF OF SEWER MAIN $208
Other projects:
ULID 60 Interceptor Project-City of Sumner. Constructed in 1991 i $196 /LF
This project consisted of 13 MH's, 1885 If of 8' DIP, 18801f of 10' DIP,
650 If of 12' DIP(4415 total If of pipe with depth 4 to 15 feet). 54 side sewer
connections, all import backfill, dewatering 120% of construction feel, concrete
pavement replacement. Project located in Main Street, Sumner.
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12/24/92 10:48
RSN
_ RENTON CBC SEWER REPLACEMENT
Engineers Construction Cost Estimate
Option 8, Stage 1 -Based on AC Patch in Logan Ave
r
In Approx. unit Description of Item Unit
UI Amount
No. GuanY P/ice
1 Lump Sum Mobilization _.. $4 47,680
545,212
2 1.890 SY Saw Cut and Remove AC Pavement -
3 2,050 SY Saw Cut and Remove PCC Pavement _ 87 114,360
4 - 2,427 LF Bench Diameter PVC Sower _ _ $47 $114,069
5 867 LF 8-inch Diameter DI Sewer- _ $56 $36,792
B 10 EA 54-inch Manhole(Shallow MHI _ $2,400 424,000
7 7 EA 484ha:h Manhole(Tvp MNI $2,400 $16,800
8 61 EA PVC Side Sowers $1,274 $77,714
9 8 EA D.I. Side Stevens _ ._.. _ $1,874 $11,244
10 23 EA B-in Cleanout _ $400 •9,200
11 3 EA Exterior Drop Conne u S $
ction at MH S5,000
12 Sum Temporary Pumping of Sews Sum 5_0
13 5,080 Ton Select Import Backfill(Added Cost) $70 850,800
I 83 $11,820
14 3,540 SY Crushed Surfacing Top Course for Pvmt -- $14 $28,480
i 15 1,88(1 SY AC Pavement, Clasa B Patch 4 inch_ _ $e i18,460
18 2,050 BY AC Pavement, Class B Patch 2 inch $34 510,676
I 17 314 LF Curb,Gutter,Sidewalk,and Driveway _
16 sum Traffic Control - Lump Sum St 1,000
19 400 BY Sal Preparation and Seeding $6 $2,400
20 20 EA AuMorrzed Shrub Removal and Rep ace. $150 _ $3+�00
21 Sum Trench Safety Lum Sum $241,000
22 9 EA Remove and Dispose of Existing MM $680 $5,120
23 2.140 LF Remove and Dispose of EK Sewer Mums $5 E10,700
24 ♦ EA Abandon Existing Manholes _ _ 5600 $2,400
26 5 EA Remove and Replace Monuments 3300 $'1.500
26 504 LF AQuh_er ProtecLlWdliams Ave. Sl
27 L sum Re lacement M Pvmt Markin sand Markers Lump Sum 53.720
1 Subtotal $547,571
8.20% Saes Tax $44,901
CONSTRUCTION ESTIMATE $592,000 -
COST PER LF OF SEWER MAIN $192
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` RSN 12/24/92 10.48
RENTON CBC SEWER REPLACEMENT
Engineers Construction Cost Estimate
Option 3, Stage 2-Overlay on Logan Ave
Item Approx. 1Mh Description of Item Unit Amount
No. Guwrdty Price
1 Lump Sum Mobilization 9% $2,363
16A 5.754 SV AC Pvmt. Cl. B 1.5`Overlay; 1'at Gutter _ 93 $17,263
18B Sum Preparation of Ex Pvmt at End of Overlay Lum Sum _ $1,000
__I 8_ Lump Sum _ Traffic Control _ Lump Sum $4,400
e� 25 0 EA Remove and Replace Monui cents $300 $0
27 Lump Sum Replacement of Pvmt Marld sand MarLara LUMPSum $3,480 �
Subtotal 328,496
8.20% Sales Ta< $2,337 -
CONSTRUCTION EST/MATE $31,000
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i4 Planning/Building/Public Works Department
Earl Clymer, Mayor Lyon Gutimitan,Administrator
a
June 2, 1993
Ray Nickel, P.E. -�
Parametrix, Inc. _
P. O. Box 460
Sumner, WA 98390
1. SUBJECT: RENTON CBD SEWER REPLACEMENT
95% REVIEW COMMENTS
Dear Ray:
Enclosed please find review comments for the 95% plans and contract document. Included
for use in the contract document are the following updated forms:
• Sample Table of Contents (this is ine standard order for City contracts);
• Instruction to bidders;
• Bond to the City of Renton;
• Contracts other than Federal-aid FHWA (double sided):
• Attachment "A" insurance forms and
• Environmental regulation listing (douh' dech.
Also, enclosed is a sample specification for the mai.nme coating which will need to be added
to the special provisions.
A specification for the polyethylene manholes (Sheet 7, Sta 1 +94; Sheet 8, Sta. 3+58), the
i corrugated polyethylene sanitary sewer pipe and the gasket joints will need to be included in
the special provisions as well. Tom Hemphill of ADS, Inc. should be able to supply you with a
sample of the manhole specifications. Tom can be contacted at (206) 759-0221.
The restoration for Logan Avenue shall be concrete patching for the portions that are existing I.
conrete and AC patching and an overlay for those portions with existing asphalt.
I
I look forward to working with you on this project and if you have any questions, please
contact me at (206) 277-6179.
Si rely,
(J�b�hn D. Hobson
'Wastewater Utility Section
C:00CS:99 628:JDH:ps
a
200 Mill Avenue South- Renton,Washington 98055
TIII I�rlP,�1Vt�1��\�.ula Yil 11 N��l NISI IM Mai,��N1.NIP 1
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CONCURRENCE �`
�4 DATE_ FHIJ
NAME INITIAL/DIrT1
T— CITY OF RENTON COUNCIL AGENDA BILL _
ET
1 '.,. 1 wilding/Public Works Po.A9•^4•.L
DwIM. .m.. Utility Systems Division/Wastewater Utility June 115, 1992
sr.n com.cc._. David M. Christensen;x 62121 Awnd.sum•
Coo..ol............. X
5ubyce Puna N••nn9_.
Task Order Authorizal ion No. 3 for Parametrix, Inc. C.......
to perform an engineering evaluation and to o.mn.no............
to prepare plans and specification for the Renton R...wn.n...........
CBD Sewer Replacement project. ow eo.in.........
E.Nb.l. N•w Bu•imn......
Task Order Authorizatioi No. 3 sevd,s•uion....
mm.m.............
aecomn•im•a Acuon: APo.ow,: X Annual
Council concur L•,.,o.pr....... X (Approved 01/91)
F,n.M.D.p1..... X (Approved 01/91)
FIec41 Irtpact'.
Exp•ndnu.•R.wi.•d... $77,838.71 T.•mr.nAmeNm•m._....
Amo,nt eudwtsa....... $84,000.00 R..+ ., c.n•..I.d ....
{ 4211400118.59 3._i65.4 51 3 51451 3 5 54 3 0
.rid
4211400l1..59t 35.65..>140R51405430
Summery of ACUu¢
Parametrix, Inc. will perform ar engineering evaluation of the Renton CBD Sewer Replacement
1 project and will prepare plans specifications, and a construction estimate of cost ;nr the
!! implementation of the proposed replacement.
Balance of the project budget will cover staff time. Construction funds are proposed to be
budgeted in 1993.
At its regular meeting of May 4, 1 392, Council approved the annual consultant contracts including
Parametrix, Inc.
I
541f Reconvn•Metio¢
It is the recommendation of the PIarimrig/Building/Public Works Department that Council authorize
the Mayor and City Clark to execute '.he attached task order under CAG 073-90 with Parametrix,
Inc. for engineering and specifications for the Renton CBD Sewer Replacement project.
C O005:91-354:DW:p.
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CITY OF RENTON COUNCIL AGENDA BILL
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st,lntam.,e o.w Planning/Building/Public Works r.r A,nd.of:
Dept/p ,m.. Utility Systems Division/Wastewater Utility June 15, 1992
staff cm,t.•f_.. David M. Christensen Ix-e2u1�Ae.nd.s:.n,.
..an..nt._.__..... X
SobMct Wblm Ne.nry_.
Task Order Authorization No. 3 for Parametrix, Inc. cor.••pnMer¢...
to perform an engineering evaluation and to amin.m•...........
to prepare plans and specification for the Renton Re.tla4.n..........
CBD Sewer Replacement proiect. as euan..........
E.Nbibo Naw au.imu..._.
Task Order Authorization No. 3 smar s•.«.n.....
Inlorm.tion.........
HacemrmM•d Action Approvtl.: X Annual
Council concur L.9tl Dwt......... X(Approved 01/91)
nn.�•D.9f.... X (Approved 01/91)
Om.r_............
I _
F.ctl lmp.x:
EXpeMit.r.R.puir.a... $77,838.71 TronslerlAmamment.._..
A..etm9•tea....... $84,000.00 R.,,.w.G.n...ted...._.
421/I00118.596.35.65.451351/513"430
eM
121II0GI18.598.35.65.IS110I05t10,5130 __ ___ _—_
Samnwry of Action:
i
Parametrix, Inc. will perform all engineering evaluation of the Renton CBD Sewer Replacement
project and will prepare plans, specifications, and a construction estimate of cost for the
S implementation of the proposed replacement.
i Balance elf the project budget wi'I cover staff time. Construction funds are proposed to be
budget 1993.
t At its regular Meeting of May 4, 1992, Council approved the annual consultant contracts including
1 Parametrix, Inc.
Staff R. .M.non�
It is the recommendation of the Planning/Building/Public Works Department that Council authorize
the Mayor and City Clerk to execute the attached task order under CAG 073-90 with Parametrix,
Inc. for engineering and specifications for the Renton CBD Sewer Replacement prop,t.
C:DOCS:92J51:DMC:p.
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CAG-006-91-EXHIBIT B(3)
i
TASK ORDER AIJTIIORI7.ATIQ'
City of Renton
Project Nc._
Narne of Project Renton CBD Sewer Rc lagement
Master Agreement No. CAGAM-91
Task Order Authorization No.
The City desires to authorize engineering services pursuant to the Master Agreement entered into
with Fammetrix. inc, and executed on and identified as Master Agreement No.
All provisions in the Master Agreement remain in effect except as expressly modified by this {
work Authorization, and are incorporated herein by reference.
S Ape of Task Order
I. SCOPE OF WORK(INCLUDES CONTRACTUAL SCHEDULE
MILESTONES) -EXHIBIT B(3)1
II. ESTIMATE OF HOURS AND COST- EXHIBIT B(3)2
III. ANTICIPATED PROJECT SCHEDULE- EXHIBIT B(3)3
SUMMARY OF FEE FOR ENGINEERING SERVICES
i
Direct S, try Cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 434
j Overhead Cost(including
payroli additives) . . . . . . . . . . . . . . . . . 1.6g_ % $34
Sub-Total SSa 7 7
Net Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . all.. %
6,596.1
Sub-Total $61.•56'•91
{ Direct Non-Salary Costs:
1 a. Travel . . . . . . . . . . . . . . . . . . . . . . S 324.8
b. Printing . . . . . . . . . . . . . . . 2,250,
C. Office Plottingng • . . 600,
00
d. Outside consultants 13-100,
e. Other (specify)
Total $ J16 774.8
GRAND TOTAL $77 3 .71
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CAG-006-91-EXHIBIT B(3)
TASK ORDER AUTF{ORIZATION (cant.)
City of Renton
Project No._
Name of Project_Renton CBD SewqrRMlq0,,m
Master Agreement No._Cgi006_21
Task Order Authorization No._3
If you concur in this Task Order Authorization and agree to the items as stated above, please
sign in the appropriate spaces below and return to this office for final action.
The maximum emount payable under this work authorization inclusive of all fees and other costs
is 371 'R'l
All work url this wr horization shall be performed pursuant to the terms, conditions,
specifications, mid limi :;contained in the Master Agreement.
SUMMARY OF PAYMENTS UNDFR WORK AUTHORIZATIONS
Prior Task Order
Task Order Authorization
Authorizations No. 3 Total
Direct Salary Cost S1�78 $20,434.12
Overhead 16.452.86 34,533,66
(including Payroll
additives)
Direct Non-Salary Costs 9.989�¢Z 16 274 80 1_r;
_, 63 80
Net Fee 3.Ig�,� 6 596 13 9.781 73
Tots! S79 721 24
r 177,838.71
—$11_7 5_,�,9 9s
+ I
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f1 9I 12 Consultant's Signature Approving Authority
S� Authorization Order
Number: Date of Authorization:
�_
t Account _
Number:
j Attest:
Project Number:
L,q Clerk —
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EXHIBIT B(3)1
SCOPE OF WORK
CITY OF RENTON
RENTON CENTRAL BUSINESS DISTRICT
SEWER REPLACEMENT
PROJECT UNDERSTANDING
Proiect Description
The project associated with this scope of work consists of replacement of deteriorated sewer
mains and side sewers within the Central Business District area of the City of Renton. The
portions scheduled for replacement consist of 8-inch concrete sewer pipe with associated
manholes along the following routes:
Approximatelyi,300 lineal feet
eel in Logan Avenue South from South 3rd Street W
South Tobin Street.
• Approximately 550 lineal feet in Williams Avenue South from South 2nd Street
and to the north.
• Apprcximately 500 lineal feet in South 4th Street from Morris Avenue South to
Burnett Avenue South. Also approximately 200 lineal feet of sewer from South
ddt Street to the Burlington Railroad in the alley between Morris Avenue South
and Srnithers Avenue South.
Engineering services included in this scone of work consist of surveying, preparation of
consuuction documents, engincePs cost estimates, assistance during bidding and construct-01',
and preparation of record drawings. Design will include replacement of side sewers up to the
edge of right-of-way or casement.
Rightof-way and F ^me nl Ac .<r_n
It our understanding that all sewer line replacement will be within existing rights-of-way or
sewer easements and that no additional rights-of-way or permanent easements will be required.
Construction easements will be prepared by the City of Renton.
li
LayiroamSntal QoDtSL-u
The City of Renton anticipates that this project will be categorically exempt from SEPA. The
scope of work, however, does include preparation of the SEPA checklist by Parametrfx. I
COm in Mity:. nv ment
The City of Renton will conduct community notification.
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Submiva15 to Aeencics
The City of Renton will make the necessary submittals to the Department of Pcology and to
Metro. Prepa,ation of submittals will be done by Parametrix,
city of nton Reviews
The City of Renton will conduct reviews by its affected divisions.
Bidding.of Proiecl
The City of Renton will administer the bidding, and conduct bid tabulation and certification.
Construction of Project
It is our understanding that City staff will perform the construction inspection and that
construction staking will be performed by the contractor. Any damaged City survey
monumentation or benchmarks will be reset by the contractor. Review of the contractor's
construction schedule and pay esumates will also be done by the City. City staff will make daily
inspection reports, take construction photos, and keep records of as-built pipe invc,ts and
horizontal locations and test data.
Permit
it is our understanding that all permits not acquired by the Contractor will be acquired by the
City.
J2xument Medj=
1
All documents shall be printed on recycled paper whenever a -ecycled medium is available at
or near ttre budgeted cost.
STAFFING
City of Renton:
Project Manager David Christensen
I Parar;. trix:
Project Manager Ray Nickel, P.E.
Review Engineer(s) Rick Hermes, P.E./Vicki Sironen, P.E.
1
Other members of the team to be assigned during design.
Subconsultanfs: Converse Consultants NW
(Geotechnical Services)
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PROJECT'
Anticipated Nottx to Proceed to June 241992
Parametrix, Inc., by the City of Renton
(N'f'PJ
City finished gathering data of project area 7 calerdar days following NTP
and data ready for pick-up by Paramelrix.
(Right-of-way and casement information,
survey control data,side sewer cards, record '
drawings, soils information, pavement
inventory.)
Draft Geotechnical Report 60 calendar days following NTP
Complete Preliminary Design as described 60 calendar days following NTP
in Task 03 (30% complete)
Final,Geotechnical Report 2! calendar days following return of City
comments on Preliminary Design.
Submittal to City for review and submittal to 45 calendar days following return of City
Metro and the Department of Ecology(95% comments on Preliminary Design
complete)
Final Design (100% complete) 21 calendar days following return of
comments from City, DOE, and Metro
i TASK 01 - PROJECT MANAGEMENT -
i Ii
I Objective: Maintain communication with the City of Renton, providing budget,
t schedule, and nroject updates.
ii
Approach: Prepare a detailed schedule utilizing Microsoft Project for Windows.
i Prepare monthly progress reports which will include budget summary,
schedule updates and summary of work accomplished.
Products: Monthly progress reports.
j TASK 02 - SURVEY
i
Objectives: To verify sewer invert elevations and to establish base maps to be used
during design,
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Appru-ch: A Pammetm survey crew will be sent to the site. They will survey
manholes, sewer pipe inverts,curt, lines,driveway z,pr�:b ,t side
ci affected buildings, finished flag elevation at doorways. •u, i any other
physical items along the route that may be affected by the sewer
replacement or indicate other utilities. Survey data will be translated into
AutoCAD base maps and which will also include pertinent right-of-way
and easement information. Existing rights-of-way and easements shall be
transferred to base maps from drawings supplied by the City of Renton.
Needs: Parametrix will call "one call" for utility locates prior to the survey crew
going to the I roject site. The following items are needd from the City:
right-of-way and easement information, descriptions and values for
horizontal and vertical control within the contract area and a street utility
access permit form for the survey crew, if required.
Product: Base maps prepared in AutoCAD and on vellum.
TASK 03- ROTA COLLECTION AND PRELIMINARY DESIGN
Objectives: To verify size and route of new sewer mains and to identify affected side
sewers, private utilities, and City facilities within the project area.
Approach: Appropriate City divisions and private utilities will be contacte,+ .o
ascertain locations of buried facilities in the project area. City "as-built"
plans and side sewer cards that pertain to the poiect will be reviewed.
{ The types of property uses along the project^ute will be researched.
Using the side sewer data ard the property uses, and proposed zoning,
saturation sewage flow rates will be estimated.
Using Cie flow projections, collected utility data, City iecord drawings,
and bast .,aps developed by the surveyors, the aew sewer main routes,
t slopes and sizes will be designed.
A preliminary estimate of construction costs will also be done in this task.
Needs: The survey in Task 02 will need to be complete before a preliminary
layout of the new sewers can be done. City record drawings and side
sewer cards for the Project area are also need.
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Products: A technical memorandum to the City discussing the flow projections and
1 preliminary layout of new sewers on survey generated base maps. A
preliminary estimate of construction costs. Pre'imina:y 1"=20' scale plan
and profile Drawings generated in AutoCAD and plotted on vellum.
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TASK 04-PREPARATION OF PLANS,SPECIFICATIONS,BIDDING AND CONTRACT
DOCUMENTS AND CONSTRUCTION COST ESTIMATE
( ;ectives: To prepare plans, specifications,bidding and eontaci dxuments lot ,iblic
bid of the project. To provide a construction cost estimate to meet DOE
and City requirements and for evaluation of bids.
Approach: The contract plans will be prepared in accordance with City of Renton
drafting standards and in AutoCAD. City of Renton Standard Plans will
be use.1 where possible. Applicable Sandard Plans in AutoCAD will be
incorporated into the contract pans. Applicable Standard Plans that are
not in AutoCAD will be photocopied and attached to the specifications.
Plan and profile drawings will be done at a scale of 1"=20' horizontally,
and 1"=5" scale vettically.
Specifications will be based on the City of Renton Standard Specifications -
for Municioal Construction. This document will be photocopied and
attached to the specifications.
Anticipatedo f list drawings:
s:
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I 1 Cover Sheet, Index of Drawings
Vicinity Map, Overall Site Plan
2 Logan Avenue -Sewer Plan and Profile
Logan Avenue - Sewer Plan and Profile
4 Logan Avenue-Sewer Plan and Profile
5 Williams A..cnue - Sewe. Plan and Profile
14 6 South 4th Street - Sewer Plan and Profile
i 7 South 4th Street Extension-Sewer Plan and
t Profile
g Details
9 Details
One engineer's estimate of construction cost will be done in this ask and
4 will be based or a 95% (or greater) complete set of plans and
t specifications.
i
1. Parametrix will complete documents for SEPA and prepare submittals for
the Department of Ecology and Metro.
Needs: Available Cit
y arils information in the project area. City comments on
th- pmliminar -sign. City, DOE, and Metro comments on drafts of
construction u. .menu are needed before documents cat be finalized.
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Prodt.cls: One set of detailed construction drawings in AutOCAD and on vellum(one
set of mylar drawings will be provided to the City after construction
records have been incorporated onto the drawings as described in Task
OS). Submittals to the City at 95%complete(DOE and Metro Submittals)
and 100%. A combined total of fifty copies of plans, specifications,
bidding,aed contract documents. One engineer's estimate of construction
cost. Completed SEPA documents.
s
TASK 05 - ASSISTANCE DURING BIDDING, CONSTRUCTION, AND RECORD
DRAWINGS
Objective: To provide engineering assistance during bidding and construction and to
revise contract plans to reflect the construction records.
Approach: Parameuix will be available to answer questions from both the biddcr>and
the City of Renton during the bidding period. This includes attendinga
pre-bitl conference and bid-opening and Pe g preparing Paring minor addenda, Design
changes by the City during the bidding period which require redrafting of
sheets or major specification changes are not included. Bid tabulation and
certification will done by the City of Renton.
During construction Parametrix will attend the proconstruction conference
with the contractor and the City. This task also includes six(6)additional
visits to the site by a Parametrix enginecr or senior inspector and review
Of construction submittals.
Parametrix will revise t1he contract plans to reflect construction records as
recorded by City staff and then make reproducible mylar drawings for the
City.
Needs: Parametrix will need the City's construction records and construction
photos prior to revising the contract plans to produce record drawings.
Products: Addenda during the bid period, six (6) site visits, submittal rrriew,
comments, and record drawings.
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TASK 06- GEOTECIINICAL SERVICES
Objective. To acquire soils and water table information sufficient to determine extent
of contract dewatering and trench shoring, the type of pipe support,
bedding, backfill, compaction pavement design.
Approach: Converse Consultants NW will be contracted with by Parametrix, Inc. to
provide geotech9ical services.
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The subsurface, conditions along the sewer replacement routes will be
completing eight borings. The borings will be drilled to
explored by roximately two man+fayx
depths of about 15 feet. We estimate that ;Fo _
will be required to complete the borings. For budgeting Purposes, we
have assumed a total drilling footage of l20 feet.
l rig Operated
The borings will be accomplished with a IN dad Penetratiioounted ln Tests SPT)
ty a reputable drilling subcontractor. Sidintervals. Representative t.
will be performed at approximately 5-foot depth
samples of the materials obtained will be retained is plastic jars for further
classification and testing.
an observation well will be installed in four
Upon completion of drilling,
of the eight borings to measure static groundwater elevations. Water
levels in the observation wells will be measured throe times after
completion of the drilling. Well abandonment is not included as Pan°-
this scope of work.
An engineer or engineering geologist from Converse Consultants rving a will
provide quality control during the expinrang de bcptive field logs of the
assisting in obtaining samples, and prepari B the samples will be
i explorations. Upon completion of the field program, to determine
transported to our laboratory for classi�tcatiLabanattory tests will include
{ pertinent index properties of the same
moisture content determinations and gain stied WWYSM
be
by
Data collected engineer
field and laboratory from Converse Consultants lsNWf and ads he
a basis
for ricalthe
erg' reco,nmendations:
basis for the following engineering
1. Summary of the subsurface soil and groundwater conditions along
the routes.
2. Site plan showing approximate exploration locations.
3 Graphic logs of each exploration.
q. Recommendations for design and construction of the sewer
replacement alignments, including:
construction dewatenng (if applicable)
I
trench excavation and shoring
pipe foundation support
pipe bedding
backfill and compaction requirements
rnr+of wn+
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backfill and traffic loading
Pavement thickness over trench
A draft report summarizing field explorations and recommendations vill
be prepared for review and comment. After receipt of review comments,
four(4)copies of our final report will be submitted.
Products: Draft aid final reports.
��' four observation wells for groundwater
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PANAMEMIX,INC. Muter Agreement No, CAG-006-91
EXHIBIT BI312 5/28/92
Project: City of Rmton -
Rmton Crntral Busmen District Sewer Replactmmt
ESTIMATE OF HOURS AND COST FOR ENGINEERING SERVICES
Task 01 Task 02 Task 03 Task M Task 05 Task 06 Total
r.ABOR COSTS Rate Hours Hours Hours Hours Hours Hours Ho rm
Project Manager $20.97 40 4 8 6 8 4 72
Design Engineer 520.97 4 112 220 104 4 444
Survey Crew $26.18 60 60
Survey Mapping $19.71 48 48
Review Engineer $33.00 2 6 16 8 32
Drvfler $15.63 4 84 216 40 344
I Word Processor $12.00 4 4 18 8 34
y Clerical $8.00 2 4 8 12 6 32
Total Salanes $968.90 $2,779.16 $4,139.32 $8,997.24 $3,381.84 $167.76 $20,434.12
Overhead at 169% $1,637.27 $4,696.79 $6,995.45 $15,205.34 $5,715.31 5283.51 $34,533.66
Subtotal 52,606.07 $7,475.94 $11,134.77 $24,2O2.58 $9,097.15 $451.27 $54.967.78
Net Fee at 12% $312.73 $897.11 $I.M.17 $2,904.31 $1,091.66 $54.15 a6,596.13
Total Labor Cost $2,919.80 $9.373.05 $12,470.94 $27,10618 $10.198.91 $505.43 $61,563.91
DIRECT COSTS
Office Plotter MOM $120.00 $180.00 f180.00 $600.00
Pmting $50.00 $2,000.00 $200.00 $2,250.00
Travel at $0.28 per mile $33.60 $112.00 533.60 544.80 $100.90 $324.80
Subcoosultants 513,100.00 $13,100.00
Direct Cost $33.60 5232.00 $203.60 $2,224.80 $480.90 $13,100.00 $16,274.80
TOTAL COST $2.952.40 $8,605.05 S12,674.54 $29,331.68 $10,669.61 $13,605.43 577,838.71
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E1M191T 91713
ANTICIPATED PROJECT SCHEDOIE FOR RENTON C9D SEWER REPLACEMENT
Matter Aoreament No.CAG-005-91
+982
Nara Duration Schaduiad St SCMdNed R Jan JuFab Mp 1993
Notit.tod +d en.9x 92.92 Ja A
Ckv 9.tn.ta case Sd 9/2s/92 711192
'One Call,Locale worm. 2d 6/2992 e13092
i Oct.,Strast UMrz r Acme.Patmh 3d S/3992 7/1/92
SamY,rM MapNip 1Sd 7M/92 7/24192 t�
Review Sewmr Date and no Pte/.cNon 115E 713/92 7/1992
�GeotachnitN:Pam$,Neff R.Don 22d 7/592 M492
rPrtlimnurY DaW and Cost Cst w /9d 7/2992 SR092
City R.vMw 20d 92492 911892
�GGaatecMkal:R.Fin R.,ea, 115E 82192 10292
— D.N9n to 95%Campan 30d 82292 11292
Cep,DOE.. Mac.R.rbwe 25d 119/92 12992
Comdata Fm,i alon ide
Da 1211192 129192
Advam.e for We 30d 1/493 Z139]
Notae of Aw.M 1d 31193 31197
N.hc.to Prot.,,, 1d 3/1593 3n993
' C°n'va°Non 90E 7/1797 77093
Prams.Rd Drs—,, ISd 72393 $11293
I
Tnu achy d.n be."en,,soma,,tlma o.netN,M revMvn 5Y CRY.DOE end Matto and for con,trucdon. Tn� ,mrohct,Me,,Na maY k,cbN Nma perWE,vary from are
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To:
nn Inhn Hobson Date: Julv_.6, IM
Wastewater Utility P.W. Dept ___ Project No: 7t-1779-C6
Municipal 5l-da- 200 Mill Ave SO —_— Renton
--Bpo n WA 9 Q15-
From: WarNarren _ 416m11 Hi W
❑ 5808 Lk.Washington Blvd. NE ❑ 7820 N.E. Holman ❑ 1164 Bishop Street
KvktarM, WA 98033 Suitt 8 6 Suite 1600
20c 822 8880 Po:11aM, OR 97218 HonolWu, HI 96813
Fax: 206 889-8808 503 256-5444 808 524.0594
206.694 5020 Fax: 808-5232995
❑ 5700 Kilsap WaY
Sole 202
Bremerton, WA 98312
206 377-0014
Fax 206-479 5961
■ P.O. So.460
1231 rival Avenue
Scanner, WA 98390
2068635128
Fax 206 863 0946
We are transmitting the following materials: Three sets of plans and soecifiUJjQns for Renton
CBD Sewer Replacement Project. ---- —
i
Comments: Final review prior to printing i documents__ _
These are: a Pe, vour Request ❑ For Your Fees
C For Your I-kunu❑qn a For vow Action
J For your Review and Approval
Sincerely, 4zfl cc:
Rav Nickel P F Prniect Meaaaer
r . y.- •»x;ale :- �
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r Parametriar, inc.
To:
Mr John HOtlaon Date: July, 12, 1993
Wastewater Utility PW Dept, Project No: _21-1779-06
Municipal Mo. - 200 Mill Ave S. Renton CBD Sewer Replacement
Benton, WA 98055
From: WasNiepton Oreaen Nowai
0 5808 Lk.Wastxrlpton Blvd. NE 0 7820 N.E. Holman 0 1164 Bishop street
Kirkland. WA 96033 Suite 8 6 Suite 1600
206$22-8880 Portland, OR 97218 Honolulu, HI 96813
Fax 206-889-8808 503.2583444 808 5240594
0 5700 Knsap Way 206-694-5020 Fax. 808 523.2995
Slate 202
Bremerton, WA 98312
206-377-0014
Fax: 206-479-5961
e P.O.Box 460
1231 Fryer Avenue
summer,WA 98390
206-863-5128
Fax 206 863-0946
We are transmitting the following materials: Bid Documents=Plans and Specs 140 copig ;
Geotechnical Reports {7 o i cl
Comments:
i —
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These are: • Per your Reouest 0 For your Files
p For your Information ■ Fur your Action
0 For your Review and Approval
7 i
Sincerely, �N/`' �
_9E-1LNickel. P E Proie [ h1-n-per
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ADDENDUM NO. 1
to
CONSULTANT AGREEMENT CAG-006-91 �R PROFESSIONAL
ENGINEERING SERVICES
TASK ORDER AUTHORIZATION NO. 3
RENTON CSD SEWER REPLACEMENT
This Addendum is made and entered into this jt day of July , 19g?, by and between
the City of Renton, hereinafter called the 'City", and Parametrix, Inc., hereinafter called the
'Consultant'.
WITNESSETH THAT:
Whereas, the City engaged the services of the Consultant under Task Order Authorization
No. 3 dated June 24, 1992 to prepare engineering plans and specifications for the Renton
CEO Sewer Replacement Project: and
Whereas. the City has not sufficient qualified engineering employees to provide the
engineering within a reasonable time; and
Whereas, the City and the Consultant have determined that additional work is required to
meet the goal of the project. Those additional work items being defined in Attachment "A",
with costs anticipated to be a$shown in Attachment '8".
Now therefore, in accordance with Section X - Extra Work of the Master Agreement (CAG
006-91)dated January 23. 1991,and extended January', 1992,it is mutually agreed that
Task Order Authorization No. 3, dated June 24, 1992. is amended as follows:
1. Revise the maximum amount payable from $77,538.71 to $85,591.19.
EXECUTION
IN WITNESS WHEREOF, the parties have executrd this Supplemental Agreement No. 1 to
t TASK ORDER AUTHORIZATION NO. 3 OF MAS i ER AGREEMENT CAG 006-91 as of the day
and year first above-written.
CONSULTANT CITY OF RENTON
1 I -
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Signature Date Sig �at re Date '
Lyn uttmann, Administrator
Planning/Building/Public Works Dept.
Richard A- Dinlr)
Type or Print Name
Principal
Title
emx ry 11,ion
* J
Yli A
ATTACHMENT A
SCOPE OF WORK
MASTER 9 CrTY OF RENTON
GREEMENT NO. CAC-006-91
TASK ORDER AUTHORIZATION NO. 3 - -
RIN T1IN CBD SEWER REPLACEMENT .
ADDEZUM NO, 1
The original Scope of Work, rs pi.rsented Exhibit B(3)1 of Task Order Authorimuon No. 3
dated Ju. a 24, 1992, is supplemented by the following: '
PROJECT UNDERST;ADING
This scepe of wcc is an addition to the Renton CBD Sewer Replacement Project and consists A
of engineering services for the replacement of approximately 400 feet of sewer between `
manholes No. 186 and 187. This sewer is located in the alley which lies parallel and west of
Moms Avenue and between South 4th Street and the Burlington Railroad. The slope of the
replaced pipeline will be changed to send flow northward and it will be connected into existing t `
man.,ole No. 166 in South 4th Street. -'he existing 10-inch sewer south of the replaced line will
be Plugged at its north end and abandoned. .
i
STAFFING
i No change.
PROJECT SCHEDULE
No change.
TASK 01 . PROJECT MANAGEMENT
The project management shall be as outlined in the original Scope of Work except that it shall
include the additional sewer replacement work described herein under Project Description.
i
TASK 02 - SURVEY
The survey work shall be as outlined in the original Scope of Work except that it shall include
the additional sewer replacement work described herein under Project Description. 1
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TASK 03 - DATA COLLECTION PRELIMINARY DESIGN
The data collection and preliminary deign shall be as outlined in the original Scope of Work
except that it shall include the additional sewer replacement work described herem under Project
t Description.
TASK 04-PREPARATION OF PLANS,SPECIFICATIONS,BIDDING AND CONTRACT
DOCUMENTS AND CONSTRUCTION COST ESTU".E
The engineering services as outlined for Task 04 in the original Scope of Work are unchanged
except that they shall include the additional sewe, replacement work described herein under
Project Description.
The anticipated list of drawings is revised as follows:
$1Ss3 Description
I Cover Sheet, Index of Drawings
Vicinity Map, Overall Site Plan
Logan Avenue - Sewer Plan and Profile
3 Logan Avenue -Sewer Plar. and Profile
4 Logan Avenue - Sewer Plan and Profile
5 Williams Avenue - Sewer Plan and Profile
6 South 4th Street - Sewer Plan and Profile
South 4th Street Extension A - Sewer Plan and Profile
South 4th Street Extension B - Sewer Plan and Profile
9 Details
10 Details
TASK 05 - ASSISTANCE DURING BIDDING, CONSTRUC'110N, 1ND RECORD
DRAWINGS
i
The engineering services as outlined for Task 05 in the original Scope of Work are unchanged
i except that they shall include the additional sewer replacement work described he.-ein under
Project Description and the number of site visits is revised to ("n seven.
TASK 06-GEOTECI LAICAL SERVICES
The geotecynical services as outlined for Task 06 in the original Scope of Work is unchanged
except that they shall include the additional sewer replacement work described herein under
Project Description. The estimate of man days for boring is revised to three aiys and the total
drilling footage to 135 feet.
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PARAMLTR7h'.INC. Master Agreement No. CAG-00691
ATTACHMENT B PMX4 21 1779-06
Project: City or Reri,ni
/1"2
Addendum No.1 to Task Order,4uthorimlion No.3
I Renton Central Business District Sewer Replacement
1 Replacement of Sewer betw et Manholes 186 and IF7.
ESTIMATE OF HOURS AND COST FOR ENGINEERING SERVICES
Task Of Task 02 Task 03 Task 04 Task 05 Task 06 Total
LABOR COSTS Rate Hours Hours Hours Hours Hours Hours Hours
project Manager $20.97 4 2 6
Resign Engineer $X97 1 8 16 12 37
Survey Crew $26.18
Survey Mapping $19.71 11
Review Engineer $33.00 9
1 1 1 3
Grolier
$15.63 1 10 24 ;
Word Processor 40
512.00 1 1 1 2
Clerical $9.00 1 I S
1 ;
Taal Salaries $95.66 5501.97 3377.06 $763.64 $394.79 $41.94 52,175.28
S Ovtrhead at 169% S162.04 $848.33 $637.23 51,290.55 $667.20 SX118 $3,676.22
Sublaal $257.92 $1,350.30 $1,014.29 $2.054.19 51,061.99 $112.82 S5,851.50
Net Fee at 12% $3015 $162.04 $121.71 5246.50 5127.44 $13.54 5702.18
Towl Labor Cot: $288.87 $1.512.34 $1,136.01 52,300.69 $1,189A2 $126.36 $6,55168
DIRECT COSTS
Office Plater 520.00 $20.00 $20.00 520.00 580.00
Printing $10.00 $80.00 $20.00 $110.00
' Travelal $0.28 permile $11.20 M.20 $11.20 $11.20 $58.90
Subconsulmnts 5950.00 5950.00
Direct Coll $11.20 $45.20 $41.20 $100.00 $51.20 $95000 $1,198.80
'DOTAL COST E300.07 51,557.54 51,177.21 52A0069 51,240.62 'r1,0't. 66 57,75248
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A y CITY OF RENTON
r Y!anning/Building/Public Works Department
Earl Clymer, Mayor Lyon Guttmaon,Administralor
I
July 17, 1992
Ray Nickel
Parametrix, Ir-.
P. 0. Box 460
Sumner WA 98390
SUBJECT: RENTON CBD SEWER REPLACEMENT
Dear Ray'
Please find attached one executed original of addendum No. i to Task Order
Authorization No. 3 to CAG 006-91 for your files. This letter also serves as
authorization for you to proceed with the work identified within the addendum
It you have any questions or require additional inforr.ration, please contact me at
mcerely.
David C1nstensen
Wastebvater Utility Enginecr
C:noCS'.92 509:DMC:Oe
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200 Mill Avenue South - Renton. WaQuaglun 98055 _
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ADDENDUM NO. 1
to
CONSULTANT AGREEMENT CAG-006-91 FOR PROFESSIONAL
ENGINEERING SERVICES
TASK ORDER AUTHORIZATION NO. 3
RENTON CBD SEWER REPLACEMENT
This Addendum is made and entered into this Al day of July , 1922, by and between
the City of Renton, hc:einafter called th- "City", and Parametrix. Inc., hereinafter called the
'Consultant'.
WITNESSETH THAT:
Whereas, the City engaged the services of the Consultant under Task Order Authorization
No. 3 dated June 24, 1992 to prepare engineering plans and specifications for the Renton
CBD £ewer Replacement Frcject; and
Whereas, the City has not sufficient qualified engineering employees to provide the
engineering within a reasonable time; and
Whereas, the City and the Cons `ant have determined that additional work is required to
meet the goal of the pro ect. Thu additional work items being defined in Attachment 'A',
with costs anticipated to be as shown in At.achment "B".
Now therefore, in accordance with Section ?. - Extra Work of the Master Agreement (CAG Ili
006-91)dated January 23. 1991,and extecded Janu,f 2$, 1992,it is mutually agreed that
Task Order Authorization No. S. dated June 24, 19;,2, is amended as follows:
1. Revise the maximum amount payable from $77,838-71 to G85,591.19.
EXECUTION
IN WITNESS WHEREOF, the parties have executed this Supplemental Agreement No. 1 to
TASK ORDER AUTHORIZATION NO. 3 OF MASTER AGREEMENT CAG 006-91 as of the day
and year first above-written.
CONSULTANT CITY OF RENTON
J �5�R2 S� �7 I
Signature Date Sig at r Date
Lyn uttma.m. Administrator
Planning/Budding/Public Works Dept.
�'t:a Cd A. Dunlap
Tyne or Print Name
Principal
Tide
PMX 121 17T4
------
--
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ATTACHMENT A
SCOPE OF WORK
CITY OF RENTON
1 MASTER AGREI.MENT NO. CAG-00&91
TASK ORDER AUTHORIZATION NO. 3
RENTON CBD SEWER REPLACEMENT
ADDENDUM NO. I
The original Scope of Work, as presented Exhibit B(3)1 of Task Order Authorization No. 3
dated June 24, 1992, is supplemented by the following:
PROJECT UNDERSTANDING
gQjec[ Iiesc1jpSjQIl
This scope of work is an addition to the Renton CBD Sewer Replacement Project and consists
'j of engineering services for the replacement of approximately 400 feet of sewer between
manholes No. 186 and 187. This sewer is located in the alley which ties parallel and west of
i. Morns Avenue and between South 4th Street and the Burlington Railroad. The slope of the
replaced pi-Iine will be changed to send flow northward and it will be connxted into-existing
marhole Nu. 166 in South 4th Street. The existing 10-inch sewer south of the replaced line win
be plugged at its north end and abandoned.
STAFFING
No change.
PROJECT SCHEDULE
No change
TASK 01 - PROJECT MANAGEMENT
The project management shall be as outlined in the original Scope of Work except that ii shall
include the additional sever replacement work described herein under Project Description.
TASK 02 - SURVEY
The survey work shall be as outlined in the ongmal cope of Work except that it shall include
the additional sewer rep acement work described herein under project Description.
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TASK 03 - DATA COLLECTION PRELIMINARY DESIGN
The d-:a collection and preliminary design shall be as outlined in the original Scope of Work
except that it shall include the additional sewer replacement work described herein under Project
Description.
TASK 04-PREPARATION OF PLANS,SPECIFICATIONS,BIDDING AND CONTRACT
DOCUMENIS AND CONSTRUCTION COST ESTIMATE
Tire engineering services as outlined for Task 04 in the ongi W Scope of Work are unchar,ga:
except that they shall include the additional sewer rer:ecement work described herein urder
Project Description.
The anticipated list of urawings is revised as follows:
Sheet I245Sazwn
1 Cover Sheet, Index of Drawings
Vicinity Map, Overall Site Plan
2 Logan Avenue - Sewer Plan and Profile
3 Logan Avenue - Sewer Plan and Profile
4 Logan Avenue - Sewer Plan and Prefile
5 Williams Avenue - Sewer Plan and Profile
6 South 4th Street- Sewer Plan and Proflc
7 South 4th Street Extension A - Sewer Plan and Profile
8 South 4th Street Extension R - Sewer Plan and Profile
4 Details
10 Details
TASK OS - ASSISTANCE DURING BIDDING, CONSTRUCTION, AND RECORD
DRAWINGS
The engineering services as outlined for Task 05 in the original Scope of Work are unchanged
except that they shall include de additional sewer replacement work described herein under
Project Description and the number of site visits is revised to (7) seven.
TASK 06 - GEOTECIINICAL SERVICES
The geotechmi al services as outlined for Tali U6 in the original Scope of work is unchanged
:xcept that they shall include the additional sewer replacement work described herein under
Project Description. The estimate of man-days for boring is revised to three days and the total
dulling footage to !35 feet.
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I PARAMETRIX,INC. MoSter Agreement No. CAG-006-91
ATTACHMENT P PMXa 21-1779
If. al: City of Renton 7/111
Addendum No.1 to Task Order Authorisation No.3
Renton Central Business District Sewer Replacement
Replacement of Sewer between!Manholes 186 and 187.
ESTIMATE OF HOURS AND COST FOR ENGINEERING SERVICES
Task 01 Task 02 Task 03 Task 07 Tmk 05 Task 06 Taal
1 I.ABI'utCOSTS
Rate Haas Hours Hours Hours Hours Hours
Prujec:Manager $20.97 4 2 Howe
Design Engineer $20.97
Survey Crew $26.18 1 1 8 16 12 37
Survey Mapping $19.71 9 11
Review Fn;inar $33.09 1 1 1 9
Drsftes $15.63 3
1 10 24 5 /O
Wad Processor 512.00 1 1 1 2
Clerical 58.00 5
I 1 1 3
TaalSdaries 595.88 5501.97 f377.06 5763.64 5394.7V 54 LW $2.175.28 ,
Ovexher-d at 169% $162.04 $848.33
5637.23 51,290.55 $667.20 570.88 $3,676.22
Subtotal $257.92 $1,350.30 $1,014.29 $2.054.19 $1,061.99 $112.82 $5,851.50
Net Fce at 12% $30.95 $162.O4 $121.71 $24650 $127.44 $13.54 $702.18
Taal Labor Cost $288.87 $1.512.34 $1,136,01 $2,300.69 51,189A2 $126.36 $6,353,68
DRECT COSTS
Office Pt+m $2000 $20.00 $20.00 $20.00
r1, , $80.00
S1 .00 580.00 S20A0 5110.00
at f0.28 per mile 511.20 525.20 $I L20 SI L20
aubcoubconxultanrs 558.60
Dimci Cost $950.00 $950.IX]
SI LIO 545.20 S4 L20 1I00.00 $51.20 5950 f1.00 198.80
'i OTAL CDeT � $300.07 $1,557.54 $1,177.21 $2,400.69 $1,240.62 $1,076.36 $7,752.48
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Parametrix, Inc. c,.•,�. re�v»�.u,.,e.,-y,. w:a.. .
ea•JO dbd%10•Far 2n6 863-0 6
SEP :::; 1992
September 16, 1992 CITY OF RE
PMx 921-1779-06 NTOt.
i f nginecnng Dept,
l {
Mr. David M. Christensen
Utility Systems Division
Public Works Department
City of Renton
200 Mill Avenue South
Renton, WA 98055 t
Re: Renton CBD Sewer Replacement
Master Agreement CAGOOG-91 Task Order Authorization No. 3
Addendum No. 2
Dear David:
We are pleased to provide for your review, two copies of Addendum No. 2 for the Renton
CBD Sewer Replacement Project. It covers professional services related to replacement of
approximately 300 feet of 8-inch sewer line in 1-ogan Avenue South between South Tobin
Street and Airport Way. If the Addendum with attachments meets your approval, please
exe-ute both copies and return one to Parametrix.
If you have any questions or comments, please call.
Sincerely,
PARAM�TtX, INC. _
Raynold Nickel, P.E.
Project Manager
' RN:nkd
Lnclosuws
I
M CITY OF RENTON
Planning/Building/Public Works Department
f Earl Clymer, Mayor
tqu Cettmann.Administrator
f
1 (
September 25, 1992
l Ray Nickel
' Parametrix, Inc.
P. O. Box 460
Sumner, WA 98.:90
SUBJECT: RENTON CBD SEWER REPLACEMENT
ADDENDUM NO. 2 TO TASK ORDLR Y3-CAG 006-91
Dear Ray:
Please find attachod one executed original of an Addendum No. 2 Task Order
Authorization No. 3 to CAG 006-91 for your records. This letter shall serve as your
Authorization to Proceed with the work outlined in this addendum.
In addition, please find attached a review set of the 50% plans by our Plan Review
Section. It appears that further clarification of the location of the City water lines is
stile necessary. The City's water •ews will meet with your staff to clarify location.
i. Contact Ray Sled at 235-2615 for a time.
If you have any ques or require additional information, please contact me at (206) 1
2.. (Chntn�sen
ncerelDa '
Wastewater Utility Engineer
i
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a: WA.l.tlnpnaa
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200 Mill Avenue South Renton, Washington 98055
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ADDENDUM NO. 2
to
CONSULTANT AGREEMENT CAO-006.91 FOR PROFESSIONAL
ENGINEERING SERVICES
TASK ORDER AUTHORIZATION NO. 3
RENTON CBD SEWER REPLACEMENT
I
This Addendum is made and entered into tl.is.2;�W day of September, 1392, by and
between the City of Renton, hereinafter called the "City". and Parametrix, Inc nereinafter
called the 'Consultant'.
WITNESSETH THAT:
Whereas, the City engaged the services of the Consultant under Task Order Authorization
No. 3 dated June 24, 1992 to prepare engineering plans and speciticrtions fa the Renton
CEO Sewer Replacement Project; and
I =� Whereas, the City added to said services by Addendum No. 1 dated July 16. 1992; a„d
Whereas, :he City has not sufficient qualified engineering employees to provide the
engineering within a reasonable time; and
Whereas, the City and the Consultant have determined that additional work is required to
meet the goal of the project. Those additional work items being defined in Attachment'A2",
with costs anticipated to be as shown in Attachment "82'.
Now therefore, in accordance with Section X - Extra Work of the Master Agreement ICAG
006-91)dated January 23. 1991,and extended January 28, 1992,it is mutually agreed that
Task Order Authorization No. 3,dated June 24, 1992,is amended as follows:
1. Revise the maximum amount payable from $85,591.19 to $93,044.41.
EXECUTION 5 -
i
I IN WITNESS WHEREOF, the parties have executed this Addendum to TASK ORDER --
AUTHORIZATION NO.3 OF MASTER AGREEMENT CAG 006-91 as of the day and year first
above-written.
CONSU NT CITY OF RENTON
1 'A2 L- Z
Signature to Signa a
Lynn Gu mann, Administrator
Plannn 3uild.nglPubllc Works Dept.
Type or Print Name
Title
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1. ATTACHMFNT A2
SCOPE OF WORK
CITY OF RENTON
MASTER AGREEMENT NO. CAG-006-91
TASK ORDER AUTHORIZATION NO. 3
RENTON CBD SEWER REPLACEMENT
_ ADDENDUM NO.2
'y. The original Scope of Work, as presented Exhibit B(3)1 of Task Order Authorization No. 3
dated June 24, 1992, and Addendum No, 1, dated July 17, 1992, are supplemented by the
following:
N PROJECT UNDERSTANDING
Rroiectt—Ptscri➢tion
The scope of work for this Addendum is an addition to the Renton CBD Sewer Replacement
Project and consists of engineering services for the replacement of approximately 300 feet of
sewer in Logan Avenue South between South Tobin Street and Airport Way.
STAFFING
No change.
AFF
PROJECT SCHEDULE
No change. It is anticipated that a preliminary submittal of a plan and profile drawing for the
work added in this Addendum will be submitted to the City on or before October 12, 1992,
TASK 01 - PROJECT MANAGEMENT
The project management shall be as outlined in the original Scope of Work except that it shall
include the additional sewer r-•placement work described herein under Project Description,
TASK 02-SURVEY
The survey work shall be as outlined in the original Scope of Work except that it shall include
the additional sewer replacement work described herein under Project Description. It assumes
that the City of Renton will, where possible, locate utilities prior to the field survey.
On R.
GG.LY 01 I $ope JW.
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TASK 03- DATA COLLECTION PRELIMINARY DESIGN
E
f The data collection and preliminary design shall be as outlined in the original Scope of Work
except that it shall include the additional sewer replacement work described herein ur lei Project
Drscripuon.
TASK 04-PREPARATION OF PLANS,SPECIFICATIONS,BIDDING AND CONTRACT
DOCUMENTS AND CONSTRUCTION COST ESTIMATE
The engineering services as outlined for Task 04 in the original Scope of Work arc unchanged
except that they shall include the additional sewer replacement work described herein under
Project Description.
The anticipated list o• ,rawings is revised as follows:
2L ✓esertYtio
I Cover Sheet (Index of Drawings
Vicinity Map, Overall Site Plan)
2 Logan Avenue- Sewer Plan and Profar
3 Logan Avenue - Sewer Plan and Profile
4 Logan Avenue - Sewer Plan and Profile j
5 Lawn Avenue - Sewer Plan and Profile
6 South 4th Street- Sewer Plan and Profile
7 Fast Alley at South 4th Street - Sewer Plan and Prmue
8 West Alley at South 4th Street- Sewer Plan and Profile
9 Williams Avenue - Sewer Plan and Profile
10 Details
11 Details
TASK 05 - ASSISTANCE DURING BIDDING, CONSTRUCTION, AND RECORD
DRAWINGS
The engineering services as outlined for Task 05 in the original Scope of Work are unchanged
except that they shall include the additional sewer replacement work described herein under
Project Description and the number of site visits is revised to (8)eight.
TASK 06-GEOTECIINICAL SERVICES
No change. Additional geotechnical services are not required for work covered by this
Addendum.
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PARAME7RIX,INC. Muter Agreement No. CAG-006.91
ATTACHMENT 82 PMXN 21-1779-06
Project City of Renton 9115/92
Addendum No.2 to Tack Order Anthoriation No.3
Renton Central Bacittas District Seiner Replacement
Replacanent of Sewer on Logan Are.S.between
S.Tobin Street and Airport Way
ESIGfATE OF HOURS AND COST FOR ENGLNFERING SERVICES
Test 01 Task 02 Task 03 Tuk 04 Task 05 Task 06 Taal
LABOR COSTS Rate Hram Haw Hours Hours Haw Haan Hrars
Project Manager $20.97 4 0 4
Design Etrgineer 520.91. 1 8 16 12 37
Su,q Crew mis 12
12
' Survey Mapping $19.71 16
16
Renew Engineer $3J.00 I I I
Drafter $15.63 16 24 6 46
Word Processor $12.00 1 1 1 2 5
Clerical $9.00 1 1 1 3 j
Total Salaries $95.88 $650.49 $470.84 S763.64 $410.42 $0.00 S2,391.27 1
Overhead at 169% S162.04 $1.099.33 S795.72 $1,290.55 $693.61 $0.00 $4,041.25
Sahlaa! $257.92 $1,749.82 $1.266.56 $2,054.19 e1.104.03 $0.00 $6,432.52
Net For at 12% $30.95 $209.99 $151.99 $246.50 $132.48 $0.00 $771.90 {
Total LAN,r Cost $299.87 $1,959.90 S1,418.55 $2,300.59 $1,236.51 $0.00 S7,204.42
l
DIRECT COSTS
Office Ploner $20.00 $20.00 $20.00 $20.00 $80.00
Printing f 10.00 $90.00 $20.00 f 110.00
Travel at $0.28 per toile f11.20 $25.20 $11.20 $11.20 $58.80
Subconsultaols $0.00 f0.00
Dina Cost f11.20 f45.20 $41.20 S $51.20 $0.00 $248.80
TOTAL COST $300.07 S2 005.00 $1,459.75 52,4 $1 287.71 $0.00 $7,4$3,22
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'} CITY OF RENTON
Planning/Building/Public Works Department
I Earl Clymer, Mayor Lynn Guttman,Administrator
r�-
August 4, 1993
Budirgton Northern Railroad -
Permit Services
2000 First Interstate Center
999 Third Avenue
Seattle,WA 98104
Attention: C. David George
SUBJECT: TEMPORARY OCCUPANCY PERMIT FOR AGANOOMNG A SANITARY SEwIR MANHOLE
CITY Or RENTON
Dear Mr_George.
Enclosed please find the requested information for a temporary occupancy permit. The City,as part of the
Penton CBD Sewer Replacement Project, wishes to abandon the manhole adjacent to the BNRR track
spur near the Spirit of Washington Train Statior in Renton. The manhole Is located approximately 340
feet west of the Renton Train Station in the SE.1/4 SE(..18 TWP 23 N.R.5 E.
Construction of the CBD Sewer Replacement project will begin the first week of September and conclude
the last week of November.
I If you have any questions or require any additional information,please contact me at(206)277-6179.
Very ly yours,
Jo n Hobson [//y
astewater Utility Engineering
In 11111111111111!114
AV
H VJW/Ca0-BNR(LJOH:II
1
2()0 Mill Avenue South-Renton,Washington 98055
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SURLINGTON NORTHERN RAILROAD
]oao F.+e incenute Canal
M Thnd Avenue
PERMITS SERVICES seeme wa+mn-,mn 981W 105
Telephone 1ISM-675-0I45 Y
TEMPORARY OCCUPANCY PERMIT
NAME: C/-y aC .C.tN7L,V _ DATE:
(Or PP^ermit Nolder) T—
NAME: _[1�Y of , .iro.✓ �✓w 1../.prex� Ur 5 r .✓
ADDRESS: Zoo
I
ATTENTION: TEL: 7-77-e_17�)
STATION: (�.iToe�COUNTY: ki,6, STATE: J�q
(Nearest City)
r
SURVEY STATION: SURVEY STATION: _ MP:
AREA TO OCCUPY: _&o -FEET BY ?_0 -FEET s
PURPOSE: F4wdn�ETrEP 2 o/ „4
TIME PERIOD:
}c (Oat^ from! (ORte to,
I
The cost of the TEMPORARY OCCUPANCY PERMIT IS 5100.00, due when the
Permit has been sgned by the Permittee and is ready to be returned for execution
to the BURLINGTON NORTHERN RAILROAD. ALSO, Railroad Protective
Insurance is required, and the RR's blanket policy will be offered when the Permit
draft is sent. The Railroad Protective Insurance allows the Permittee to work
within 15-feel of the track. There will also be an ADDENDUM attached which is
necessary when hiring � contractor and or sub-contractor, which will require as
our Application letter indicates, proof of General Liability, Auto, and Workers
Comp.
BNRR File:
T
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BURUNGTON NORTHERN RA4AGAD-
� 1 l�, l�W 1 V' + ^
I D IJ` ^`ti,�� 2000 First Interstate Center
PERMIT SERVICES
Sea Third Avenue
C.DAVID GEORGE 9,,G �99Z
��� Seattle,Washington 98104
`• CITY OF RENTC' 1-e00--676-014s
d_ Fax No.(206)467-3420
6 Dtar Applicant En$inpenn� �`.�• tggt utility
.t Endows tithe reguened application form A other Information you wdl need. Please read them carefully.
In order-to facilitate the processing of you mpletedeppllutgn,please make now--i thefoilowingporh.
III ♦ Er�clow twe(Zl wmpkte tin of alldocu:nenh. Onamustworpinak.
ty ♦ Npuan,furnuh50drPr*ownshrp.Rengeand lot numbamvobp.
♦ Plans should Brow plan new and cross section.
♦ Gwe uontle menu remenh,on a map,of your proposed facility from a parmanem.Real road ioentifkatier pant,
s I. bridge,culvert,milepost.
r ♦ Indicate if your application involves a'pti street'and/or franchised property,and if so
forware appropriate documentation,
♦ Mnnccalculetions mustbecwvtntd tofesi inches.
♦ All prints;nould be a v]'x 1I'folded sae
♦ Uwthefulla :legally correct ram,of the Proyerry Ownenii)to be shown on the Perron.
r List complete street addwu,Ory,state and Zip coJtof Permit holder, amu lly if dtPewet then location of
facility. Also mcludeatelephone number
e ^ate and pgnature mun be completed.
♦ PrpvbetN,ameandphonenumberofy.,te tan person,in uu we need more information. a
♦ Ha Cmnpany,Indicne your prol,ct or work or taridennficetion number. ---
♦ Mapplication l$forc supplement to in existlnq Permit,supply the Permit number and other Information about it. -
♦ Read the insurance tegurremeds.NOP,limit WP'b,uKutedwithoutmeKingthewneeds.
♦ If your applicatnn is for an Assignment to a new property owner,we will read
Names A addresws of the new aid prior owners
Data of:ale.
Recmued dead or other signed legal document showing release of interest by wller.
Lin of Permit(,)numoerh)aid locations to be ardgned
Aher the Engirsisnng review IS compared,it aoproved,you.11 be eked to sign a format rermd Agreement,submit the
Pemit fee and provide evidence of the reidired insurance needs before installation of the facility will be permitted. APermit .
may sett up to gO days for final uecut.. .
Ifyou Mwarfyuntgns; awuilthenumberlisttdabove
Sincerely,\L^I
I pri LLL`.
C.pevld Gwge
-cod Coordinator
Enelowree
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FOR PERMITS AND CONTRACTS
N INSURANCE REQUIREMENTS
Permittees and contractors must at their own expense obtain and maintain in
force during construction the following insurance.
1. Commercial General Liability Insurar. e, including
contractual liability and products completed/operations, against
claims arising out of bodily injury, illness and death and from
dama�e to or destruction of property of others, including loss or r
use &reof, and including liabili' , of Burlington Northern c
Railroad Company, with minimum limits for bodily mj=ry and i
property damage of :1,000,000 for each occurrence, with an
_ aggregate of $2,000,000. This policy shall contain a "Waiver of '
�. Transfer Rights" endorsement to waive any right of recovery that
the insurance company may have against Burlington Northern
Railroad Company because of payments made for bodily injuries
and property damage. -
2. Business Automobile Policy Insurance, including owned,
non-own�,i, and hired vehicles with minimum limits for bodily
injury and property damage of $1,000,000 per occurrence, on all -
SII vehicles that the Permittee or auy of its agents or emplo Y•s may
use at any time in connection with the performance 4 this
Agreement i
3. Worker's Compensation Insurance or coverage as required
under the Worker's Compensation Act of the applicable state. The
policy should include occupational disease to required statutory
I Emits, employer's liability of $1,000,000 to include FELA, if
appropriate,and an"all states"er.iorsement
Evidence of the above insurance (certificate of insurance) must be provided
odor to commencement of work and BN shall not be a named insured under
the above policies.
4. A Railroad Protective Liability Insurance policy issued in
the name cf Burlington Northern Railroad Company with limits
of $2,000,000 for bodily mju and pproperty damage per
occurrence, with an aggregate of $6,000,800 must be provided
when construction wor},,wi l he witlun 50(Fifty)feet of our tracks.
The policy will rem un in force during the construction phase of
this project and must be provided prior to BN sign!ng the permit
or contract
OPTION
_ Instead of No. 4 above, participation in Burlington Northern Railroad
Company's Blanket Railroad Protective Liability Insruance Policy, is available
to permittees and cor .actors. The limits cf coverage are the same as abo,•e and
are in force during the construction phase of the permit or contract. Ask our
BN representative about this insurance policy.
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PLANNING/ BUILDING/ PUBUC WORKS DEPARTMENT ptiCl p�
MUNICIPAL BUILDING 200 MILL AVE.SO. HENTON,WASH. 98055
O UTILITY SYSTEMS DIVISION - 23S-26b1
❑ TRANSPORTATION SYSTEMS DIVISION-235-2620
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NO
PC- A,n,r 4Lr; RE: .5Etr4.R r';323-
s.,. LZA gs 3o
ATTN: )Qly A./g,
GENTLENE-:
WE ARE SENDING YOU A ATTAINED 0 UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
a SKIP DRAWINGS a PRINTS a REPRODUCIBLE PLANS a SPECIE' (DNS
0 COPY OF LETTER 0
-COPIESDUE NUPM1ESCRIPTION M MEMIIIRKS
O
AL
L CG
THESE ARE TRANSMITTED AS pEd(EO !£LQI:
a FOR APPROVAL 0 APPROVED AS SUBMITTED a RESUBMIT LJPIE FOR APPROVAL
0 FOR YOUR USE 0 APHOVED AS NOTED o SlB11T COPIES FOR DISTRIBUTION
aB REQUESTED o RETURNED FOR CORRECTIONSa CORRECTED PRINTS
o FOR REVIEW IUD COlENT o �
COPIES TO: 0 PF S RETURNED
AER LOAN TO US
SifiED� .w -
-----___. TITLE 1iun6Qz
IF ENCLOSIIIES ARE NOT AS NOTED- KINDLY NOTIFY W AT ONCE
.44
F
••- Parametfix, Inc. orwa.M.nryreanm aaeeawamwwlauaw
tn1 Fryar Av PO Box aw Scanner,WA�J6. 1516 -
rN:�51.91)8.]fI6B399B10.fax'zo6afta osa6
September 9, 1993
PMX #21-1779-06
Mr. Jo:m Hobson 17r.
Utility Systems Division
Public Works Department
City of Renton
200 Mill Avenue South
Renton, Washington 98055
Re: Renton C3D Sewer Replacement - Progress Reoon
Master Agreement CAGO06-91 Task Order Authorization No. 3
Dear John:
The inclosed invoice for engineering!cunsn uction services,for the above referenced project,covers
the month of August 1993. The following summarizes services during said billing period.
Task 01 -Project Manaee.-;ent. No services.
7T1,I01. =Survey: No services.
7'kk 03- DyiR,�q�gl ('tgtt an liminarr t siYt. No services.
Jask 04_Plans.Stxcificatioas,end C9 lruction Cott Eslirn e No services. Billed
amount is pertaining to expenses from July.
Tah- SQL- Assistance during Bidding a- 1 CO.tstraetian and Recurd Drawines:
Attendance of Pre-nngnactioi Conference.
TgSk 06 -Geolechncal_ vi No services.
As of the end of Augus', Pai ametrix has spent approximately 84 percent of the$93.044.41 uudget.
If you have any qua etiotts, please call.
Sincerely,
PARAMETRIX, INC.
Rayno:d Nickc', P.E.
Project Manager
RN:wah
Enclosure
i
I �
CITY OF RENTON
!d rittli, Planning/Et i:ng/Public Works Department
I Earl Clymer,Mayor Lynn Genmann,.tdmialstmtor
October 5, 1993
Barb Sylvester
Burlington Northern Railroad
Permit Services
2000 First Interstate Cer-9r
999 Third Avenue
Seattle, VIA 98104
SUBJECT: RENTON CBD SEWER REPLACEMENT
REVISED CONSTRUCTION SCHEDUI E-FILE NO.14NTON 1016
Dear Barb:
This is to advise you of the revised construction schedule for the Renton CBD Sewer
Replacement Pr:,ject for the City of Renton. Originally the project was sched^led to
begin in early September. The new tentative date for project inination is January 2,
1994.
Please let me know when I should contact you to proceed with ohtaining the
Temporary Occupancy Permit for abandoning the sanitary sewer manhole.
Sincerely,
hn D. Hobson
Wastewater Utility
H:DOCS:93-959:JDH:I.
200 Mill Avenue Sou.a-i i,Washington 98055
n,a r,..n,awrwiq se�xwr :.ni ,w nurcaxwPa
{
CSR Be a DArI
CERTIFICATE OF INSURANCE pAAIN 1 sm rROD..[en THIS CERTIFICA TE IS ISSIILO AS A MA i T.R OF INFORMATION OCONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. i MIS CEHurley, Atkins 4 Stevan, Inc. DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDI 1 OLICIES BELOW.
1S00 Nintb Ave., 0150056ALDIe NA 98101 COMPANIES AFFORDING COVERAGEDiane Brooks inu.Axv R206-682-5656 menA Avsri can States insurance Co
rote. g
LETTER
M41NL
ICCR' E rEP
COMPANY U
T.
9arametrix, ITC.
P O Box 460 cONIPANY E
Swaner NA 98390 U`-CR
COVERAGES
T.:IS IS TO CERTIFY THAT THE POLICIES Of INSURANCE LISTED WE OW HAVE BEEN ISS.ID TO THE MH"O NAMED ABOVE DESPECT TOp THE POLICY CH THIS
IY CLI-1
NDICA
MAY BE SSUEDI ON M YRPERTIAIN THE B
ANYINSURANCE AFFORDED Y TERM OF CONDITION Of ITHE YOIIGfSTO(SCAIBEO PEN IS SU UE=T TO At L THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH MUCIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
I OIKV NFfCTNE IWICYEXINATPM LLMR6
1. TYPE Of MMMMICE IONCY MIMNP DATE IMM.001 YI Bin IMMA`1NY'I
r\ SeNERAL wDR_OATE • 2,000,000I
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CERTIFICATE HOLDER CANCELLATION
SHOULD ANV OE THE ABOVE DESCRIBED F':LICIES BE CANT:LLD eEFOHE THE
EXNRATION DATE THEREOF,THE ISSUING CC" WY W41 E'aaarosSr"S
IMIL 7D DAYS WRITTEN NOTICE TO THE CERTIFICATE OLOEH NAMED TO THE
City Of Renton EIT Max
A9LbcMKNA6LEGE3EAec1116Nm10fN0EIAteLYkM1RLL�ExI mBXW'ABRN
Attn: Dave CI ri Rtenesn EX1bAlOfiMdXt➢6[ AMPUTENMIEN TIX[IXiPAT16TNANx4x
Renton
Mill Ave. S Am xOReEO MPRfsMT-srv[ �W' ,
Renton l .. S
Diane Hrooka
®AC JRD CORPORATION 1990
ACCIRO 25-5(71901
r
IR
r nIDINsn. CERTIFICATE OF INSURANCE CSR PN 159:L DUE.MM OOvr
^APIN-1 -0/27/93
PNOWgPE THIS CERTIFICATE 15 ISSUED AS A MA-TER OF INFORMATION ONLY AND
CONFERS NO NIGHTS UPON THE CERTIFICATE NO-DE.T.THIS CERTIFIC,NTE
E irley, Atkins E Stewart, Inc. DOES NO, AMEND.EXTEND OR ALTER THE OOVLMUE AFFORDED BY THE
I 1e60 Hint,, AYEN., 81500 POLICIES BELOW.
r S+ettla NA 98101 COMPANIES AFFORDING COVEPAU,,Tt
P D1Ane B-ooka
206-682-5656 ..Pm'U11PR A ABwricm 9ta Ga Insurance Co
iETTER B
X,yVgEp LETTER
COMP.w+ `
LETTER
EENIII D
Parametrix, Inc. LETTER
P O Box 460
S.*r WA 98390 coMPwr
LETTER E
COVNEAOEU
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE FOUCY PERIOC
INDICATED NOTWITHSTANDING ANY REOUIRFMENT TERM OR CONGRMIN OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OP MAY PERTAIN,THE INSUBINCE AFFORDED BV THE POUCIt5 DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.
EKCLUSRXIS AND CONDITIONS OF SUCH POLICIES,LIMITS SHONM Y-Y I'AVS BEEN REDUCED BY PAID CLAIMS
4D TYPE W RROM..L! .1.1 N JMJ,R FDL2Y PFFFC:VF PMICY EAMATpR LlNF4
I FR FDFYI.MDEIvI DATEINNIOF Yi
OENEMLLWXIII ry OEXERA.:.LFAFLRTE 1
2,000,0001
11 % wMMFRCIAL LENMALZIARn Ir: 02CC2947f TS 20/20/93 10/10/94 PRDDoc's mAlvoP ADD
I 2,000,000
CLAMS MAOf % O<CVP PERSONAL 6 ADV 14JVPY 1 1100010OC
OVMER S A CONTRACTOR's MOT FACHOCCURMNLF 1
5 1,000,000
% WA 8toc Gap FME DAMAGE A,,o,,.1— i 50,000
NE.EXPENSE u.,,,,.,.PH..T 1 5.000
AUTOMOIXf LIAFBITV
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A % N.AVTO 02Cc2947475 10/20/93 10/20/94 I 1 11000,000
ALL...A.-Ds
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DISEASP—EACHEMgOVEF
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F"AaTMN W'721If CAT1oM:.ryEM U"U"E"AL RFYB
'I Project •21-1779-06.
Sho certificate hnldor is an AdlitioneI inaurad on the fie* 1
but only as rempscoe work performed by then d ,
TNICATE MOLDER CANCELLATION
HOULI'ANY OF THE nBOVE DEMANDED POLICIES(F CANCELLED BEFORE THE
E%%RA I ION DATE THEREOF,THE ISSUING COMPANY WILL EILIN'L BX61L
MAIL IQ- DAV1 WRITTEN NOTICE TO THE 11PPUCATE HOLDER NAMED TO THE
LEFT BY/ENYILNW(TiVAJCKE6'OIMDi%SxxXOUIWpfEyBx1N(IEXJE�Ba
7R.ntan
Renton ]EIBBUTy ry%fl i:KWBXROAi(b/COIRML( Xx MEIX@L%R&NTWEBI
1 AY.. a
WA 98055mpuec geMEsexrsr fens 8rcokaACORD 25- n ACO ATOM 1990
I
�J
I
MDORO. CERTIFICATE OF INSURANCE GSR rn NFD[W,E IMMmp Y,
NnooaR PARIN-1 11/15/93
I AIS CEI+.❑FlgATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND b
Nurlay, Atwine R Sbwu,., Inc. CONFERS NO RgHTS L1PGN IN
CERTIF;CATE HOLDER.TMIE CERTIBCATE
1800 NintF. Ave., N1500 DOES NOT AMEND,EXTEND OR ALTER THE CC VERAGE AFF'JpDED BY THE
Seattle NA 9SEEL POLICIES BELOW.
HEAD- Brooke COMPANIES AFFORDING COVERAGE
206-682-56S6
ow NY
LATER A Planet I¢aura¢q Co (RCSI
NFV4D [pMPANV
LFTFER N
COYPVNY
( IEnu C
I
Paremetrix, Inc. C.", D
P 0 BOX 460 U`n.
Sumner NA 98390 CDMP.Y
L cn. E
COVEMOFB
THIS 15 TO CERTIFY THAT THE POLICIES OF INSUFU NCE L.STEO BELOW HA\F
INDICATED NOPNITHSTINDIN a ANY REOUMEMFNT, BEEN ISSUED C THE THFO NgMEp qB0'/E FOR THE
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AM FOR BY THE NL UES DESCRIBED DOC'N 6N5 WITH RESPECT TO
WHICICY H
THIS
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE EEEH RED O WHICH THIS
co
UCEO BY PAID CLAIMS. LWECT TO ALL THE TERMS.
iR IYpF Of'VSugY10E PDI:CY NVY[Eq FOLKY[FFI: YE FpICV E%FRRIpN
OAT[IMM Y
�L:... OAR IMM.Cp.M1 11 LIMITS OFMGAI IYEIUrY
CO.IMER:JAI GENCRAL LIABUTV OEI6IM AGGPEWTF F
CLAIMS MA+IE OCCUR PROOIK{S-LOMPOI AM
I OMMER'S 6 cONTWICTOR'9 WOT POSS NAL A AOV.AUUD, I
E.C.OCCUAM E !
IIN EAM-GE IA,,,nn Rea F
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WRADE IARRIIY Iti'RLOA✓NI I
-CE55 LIAyy{v PROPERTY OAYA@ I
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A Profeaeio¢al NTP201587601 i
Liability 11/12/911 11/12/94 11000,000 each claim
poFae1y� 2,UOI',000 A99=e9Ate
1t 1779-0]eaCen 9�w uewcw.CIUM
CERTIFICATE HOIpER
CgNCELLl1TpN
SHOULD ANY OF THE ABOVE DESCRIBED POI 1E5 BE CANCELLED BEFORE THE
I I EXPIRATION DAR THEREOF.-i HE SSwLG COMPANY
MAILS DAYS WRI CAT ENDEAVOR TO
City Of Rent On T{LN NOTICE DI THE CERTFIOSE?HOLDER NAMED TO THE
Attm L..Va ChYlvtBnea¢ ISFT.BUT iMIJRE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
200 Kill AVB. S. LIABILITY OF ANY AND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES,
Renton. NA 98055 Aurxmllz[O MPMse•IATN[
tACORD 26-S 1 1B01 Diana Brooke
AC- G IV,RD COO ION RAT E890
i
i ♦ P '�"5 ' a
A } CITY OF RENTON
.t Planning/Building/Public Works Department
Earl Clymer, Mayor Lynn Gutimanin,AMluhtraGr
i
December 7, 1993
Barb Sylvester
Burlington Norihern Railroad -
Permit Services
2000 First Interstate Center
999 Third Avenue
Seattle,WA 9C104
SUBJECT: TEMPORARY OCCUPANCY PERMIT
RENTON CBD SEWER REPLACEMENT
FILE NO. RENTON 1016
Dear Barb:
This is to advise you that the start date for the Renton CBD Sewer Replacement
^roject is scheduled for January 3, 1994 The project is scheduled to be completed m
m. '�pril.
I am requestirg that the permit process be resumed to ensure that it is issued in time
fo.cor.strucdon.
j If you have any questions of require additional information, please contact me at (206)
277-6179.
Sincerely,
i
hn D. Hobson, Project Manager
astewater Utility
H:DOCS:93 I 1 e5:JDH.ps
l
1
�pt
1
L 200 Mill Avenue South-Renton,Washington 98055
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FEB 25 194 13:01 FROM PARAMETRI%-SL'MNER PAGE.003
LOGAN AVE S
LOCAL COORD SYSTEM
Dates 07-13-92
Times lOtO3sl8
4
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FIELD DATA COMPILER der
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Field Data File: LOGANMAP.FLD
Coardinate File: tOSAN.CRD
Plot File: LOGAN.PLT y
Field File Check.
-------------------------______________.---_--_____"._____-__-___-_--__------------------------------------------------------- <
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Missing Dates 0 -
{: Si
-------------------------------------------- _ ____-__-______ ___ _ aa.
--A,
Point Descriptor NORTH EAST ELEV -
------------------------------------------------ _______------------------
Reference Line Fromt 1779-1 N 2 43 04.1
Backsight Points 1779-2
Scale Factert I .0000000
1779-1 9989.4675 501 1.9187 32.6700
,ah
Angle Bal9nt:ms 7N
Horizontal Adjustments ,MP-.SS :y�--0
Vertical Adjustments.. ON y.
ADJUSTED COORDINATES
------------------------------------------------------------------------
1779--1 1779-2 9989.4675 50189.9187 32.6700 ' ' -
S1DESPOTS FROM ADJUST L•COORDINATES
,. -------------------------
From: 1779 1 - 5.570
S itleshot N 2 4a 04.1 E Hz. Dists 539.110 Vt. DSstt 0.740 Sa*•'&
ZK101 COMPARE 1779-2 10327.97♦07 50215.4915 33.41 F'
ti
i
4
FEB 25 '94 13:02 FROM PARAMETR(X-SUMNER PPGE.004
Page: 29,
-----------------------_______________________..--_-______-_-_.._-_--____-__--_____,,:.
:_.
Point ------ for NORTH EAST ELEV
Sideshot N 11 37 28.9 .W Hz. Dist: 142.063 Vt. Dist: -0.363
U109 WTR MH 101R8.6184 50161.2926 32.3068
Sideshot N 11 08 25.9 W Hz. Dist: 158.325 Vt. Dist: -0.366
U110 WTR MH 10144.8094 50159.3277 :. .3016
Sideshot N 10 42 33.9<W Hz. Dist: 163.165 Vt. Dist: -0.365
U111 WTR/PNT 12" BWM 10:p9 7910 50159.5979 32.3047
I
i Sideshot N 6 05 01.9 41 Hz. Dist: 172.833 Vt. Dist: -0.750
U112 WTR/PNT 12" BWM 10161.3267 5C171.6012 31.9201
Sideshot N 1 20 07.9fW Hz. Dist: 545.100 Vt. Dist: 1)
L't13 WTR/PNT 12" BWM' 1053 33.0
4.4192 50177.2139 66'3
.a<
Sideshot N 12 13 58.1 -E Hz. Dist: 126.726 Vt. Dist: -0.113
h 114 WTR MH 10113.3165 50216.770C 32.5570 it
Sideshot N 11 50 00.11E Hz. Dist: 138.146 Vt. Dist: -0.:J3
U 113 WTR MH 10124.6778 50218.2477 31.4869 p,
N
Sideshot N 3 46 30.1'£ Hz. Dist: 144.1.14 Vt. Dist: -0.415
xr . U116 WTR/PNT 12" BWM 10133.2892 60199.4083 32.2549 Y.•,
Sideshot N 1 35 34.1 E Hz. Dist: 544.E%0 Vt. U1st: 0.431
U117 WTR/PNT 12" BWM 10533.9i69 50205.0581 33.11`10
Sideshot N 00 57 09.9.W Hz. Dcst: 564.670 Vt. Dist: 0.479
U118 GAS V 10554.0593 50180.5294 33.14BU
Sideshot N 2 30 45.9 :a Hz. Dist; 333.988 Vt. Dist: -0.288
U119 GAS U/G 10323.1344 50175.2760 32.3824
Sideshot N 5 20 34.9 W Hz. Dist: 130.634 Vt. Dist$ -0.442
U120 GAS V 10119.5335 50177.7543 32.2283
Sideshot N 7 3' 21.1 E Hz. Distt 74.663 lt. Dist: -0. 196
0121. WTf GTV 10063.4704 50191.8224 32.4739
i Sideshot N 12 14 17.1 E Hz. Dist: 33.341 Vt Dist: 0.090 t
`l 11122 WTR GTV 10022.0512 50196.9E62 32.7602
I Sideshot N 16 16 49.1 E Hz. D.stt 76.957 Vt. Disk: 0.143 '
U123 FH 10063.3384 50211.4925 32.8131.
Sideshot N 20 18 33.1 E Hz. Dist: 67.727 Vt. Dist: 0.185
U124 TEL HH ..�_;. 10052.9839 50213.4257 72.8545 '\-1
Y
Sideshot - N 7 52 04.11E, Hz. Dist: 193.558 Vt!. Dist:
0125 - TEL VLT - 10181.2031 50216.4144 32.5552 ,�
Sideshot N 4 34 51.?E H'z. Disc: 347.760 Vt. Disit 0 276
U126 TEL U/8 10336.1188 50217.6592 32 9459 a
Sideshot M
. /
4 OS 15.1�E 113.1c0 Vt. Dist: O 439 '
FEB 25 '94 13:02 FROM PARAMETRIX-SUMNER PAGE.005
Pr9ef - 33
_--__..------------P---------------------------------------------`--------------
Point Descriptor NORTH CAST ELEV -
-------------------------------------------------------------------------------
Sideshot , N 17 10 42.1--E Hz. Dist: 59.556 Vt. Dists -0427
U183 CH-?x" 10046.3479 50207.5025 32:2426
Sideshot N 6 23 53.1-�E Hz. Dists 171.749 Vt. Gists -0.759
11184 C@-?x- - 10160.146A 50209.0576 31.9311 cfy`"r !:
_. Sideshot N 7 3F 52.9`W Hz. Distt 173.290 Vt. Dist, -1 .006 -. •1
0185 C@-?.4 10161.2160 50166.8560 31.4,679
V
Y
Sideshot . N 9 29 40.9:W Hz. Disti 142.689 Vt. uistt -0.960
U186 CP-?x'� 3013U.2013 50166.3B1Z 31.7100
Sideshot : N 00 04 45.1-E Hz. Dist: 174-730 Vt. Dist.; 0.316
U187 MH-SAN 10363.7968 50190.4361 32.9857
Eideshot ' N 8 39 45.1:E Hz. Dists 205.408 Vt. Diet; -0 015
,� 1115H VITA VLT 10192.5325 50220.8561 32.6555 ,•�
Fromt 1779-3 5.710
Sideshot S 5 48 57.4 E Hz. Dish 505.968 Vt. Dist: 1.637 ''-?;r
ZKU169 COMPARE 1779-2 10527.9611 50215.4811 3'5.4190 �ywq'
Compare witht
1779-2 RRS TOP SOC LOGAN PG1/S 30527.9612 50215.4811 33.4300
Coordinate Differences: 0.0000 0.0000 -0.0110
Sideshot S 5 12 15.4 E Hz. Distt 457.459 Vt. Dist; 1.806 _
U190 WTR/PNT 12" BWM 30575.7316 50205.7045 33.5900
Sideshot S 5 '? 06.4 E Hz. Dist: 423.550 Vt. Dist, 1.396
U191 WTR VLT 10605.8707 30206.2897 33.1792
i
Sideshot 5 31 01 23.4 E Hz. Dist: 90.379 Vt. Dish 0.419
U192 WTR/PNT 12" BWM 10953.8741 50210.7895 32.2009
Sideshot N B 54 36.6 E Hz. Dist: 151.193 Vt. Dist; -0.596
U193 WTR/FN 12" BWM 11i80.6929 5V187.6273 31.1861
Sideshot N 3 09 11.6 F. Hz. Dist: 439.6Z2 Vt. Dists
U194 WTR lPNT 12" HwM 11470.291" 50188.3923
Sideshot N 7 O2 42.6.E Hz. Dist: 443.151 Vt. Dist; -1.842
U195 WTR/PNT 12' @'4M 11471.1304 50218,5630 29.9395
Sideshot 5 7^ 46 41 4-'E Hz. Dist; 17.947 Vt. Dist: -0.008
J196 WTRIPNT 12 BWM 11029.1504 50181.8733 31.71-36
.i Sideshot N 2 45 4 .w Hr. Dist: 151.940 Vt. Dist: -0.797
- J197 WTR/FNT 12" BWM 11183.0S95 50156'.9034 30.9849
iideshet N 00 17 15.4 W Hz. Dist: 427,411 Vt. Dist: -1.844
1198 WTR/PNT l2" 9WM 11458.7306 50162.0643 2�.9376
iideshot N 5 01 22.6 E liz. Dints 472.021 Vt. Dist: -3.937
A99 WTR/PNT '12', BWM 11301.5336 50205.5374 29.8451
Lj
a
L
r!B 25 '94 13:03 FROM PRRRMETRIX-SUMMER PRGE.006
gsye. .34
r
___________________ .____
Descrip
Point -------for NORTH EAST ELEV -' •_
1 Sideshot N 7 02 49.6 E Hz. Dist: 473,533 Vt. Dist: -1.643
U200 14TR/PNT 12" 8WM 11501.2807 50222.3054 30.1391
F Sideshot N 3 3_ 29.6 E Hz. Dist: 426.622 Vt. Dist, -1.738
U201 WTR GTV 11457.1319 50190.5632 30.0441
Sideshot S 8 12 35.4zE Hz. Dist, 471,579 Vt. Dist: 1.662
U202 WTR/PNT_66 SWM 10!64.5764 50231.5507 33.4441 � ..
Sideshot 5 00 49 55.6..W Hz. Dist: 465.649 Vt. Dist: 1.59R U203 YITRlPNT 66" $WM 10565.7245 50157.4471 33.38v4
Side••'.-ot S 0J 5 49 41E- Hz. Dist: 463./i29 Vt. Dist: 1.628 -11204 WTR MN 10568.3206 50 69.0347 -
3.41OZ
Sideshot S 2 24 03 4 E,'. Hz. Dist: 421.883 Vt. Dist: 1.550
U205 WTR VLT _ 10609,8133 501B1.BB33 .. 1
3. 316
Sideshot S 40 47 50 4-E' Hz. Dist, 35.911
U206 WTR U/G Vt. Dist. 0.126
11004.1390 501
87.6737 7 t3.9075
Sideshot N 20 30 46.6E Hz, Dist: 37.539 Vt. Dist: -;,017
U207 WTR USG Vt.
50177,4457 31.7647
.7647 --
Sideshot 5 3 44 27.4 E Hz. Dint: 114.240 Vt. Dist: 0.799
U208 WTR GTV 10917.3284 50171.6654 32.5809
r. Sldc,hot S 7 41 08.4 E Hz. Dist, 479.778 11209 WTR GTV W . Dist: 1.318 _
10555.8570 50228.3744 33.0997
Sideshot S 6 21 23.4 E Hz. Dist: 466.429 Vt. Dist, 1.738
ll<10 WTR MH 10567.7631 50215.8502 3 51
95
Sideshot 9 6 08 14.4 E Hz. fist: 436.040 ~
Vt. Dist:U211 WTR GTV 10597.7843 1.354
50210,8276 33.� 1356
Sideshot 5 7 57 12.4 E Hz. List: 426.419
i U?12 FH Vt. Dist: 1.786 s ,�•
10609.0076 5072Z.2127 _3.5661
ter
Sideshot S 9 08 42.4 E Hz, Dist, 307.440
U21- WTR U!G Vt. Dist: 1.141 >:
10727.7920 50213.0723 32.9234
Sideshot S 36 33 32.4 E Hz, Dist: 73.398
+� J234 WTR U/G Vt. Dist: 0.380
-t 10972.3683 50207.929-7 72.1&15
iideshot 6 1 43 27.6(W Hz. Dist: 68.067 1
i J215 pIB _ 62. Dist:
Y1TR 3096.5.2685 90162.1616 02.0730
iideshot S 11 33 34.4 E Hz, Dist: 311.249 a
J216 IRF V _ 10726.3953 Vt. Dist: 1 .825
50226.6093 33.6069
;ideshot S tl 01 17.4 E ,+z. D,st: 316.479
f217 SPRINKLER Vt. Dist: 1.667
10720.6831 50224.7134 73.4489
fidashot S 10 ^<8 56.4 .E Hz. Dist: E3a.449 'IY
Vt. Dist, 1.702
3i�
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I � CITY OF RENTON
Plann"a^ i ng/Building/Public Works Department
Earl Clymer, Mayor
July 13, 1994 -
Ray Nickel
PafAmetrix
1231 Fryar Avenue Box 460 y
Sumner, WA 98390
SUBJECT: AS-BUILTS FOR CBD SEWER REPLACEMENT
Dear Ray:
I Enclosed please find the as-Wilt information for the CBD Sewer Replacement Project.
I� Please include all side sewers on the mylars as well as main line information.
If you have any questions, please call me at (206) 277-6179.
Sincerely,
C
J n D. Hobson -
Wastewater Utility
WDOCS:94 676:JOH:ps
6idcsvre
200 Mill Avenue Sou•h-Remon.Wzshir.Eton 98055
1
Kf P-27-2110 RE= CSD SHER REPLACEfv= 1993 - Contracts 4+
KING CONSTRUCTION COL, INC. MUM N �apa� OMH
KI-NG-CC'209 PN �
133131/e 8th Street East
Sumner,Washington 96390
(206)$38.1819 • (208)863-0935
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TO
l^;tv 1 011N rT! (Or _
GENTLEMEN. —_
WE ARE SENDING YOU XAnached ❑U,,d , separate cover v,a _ __the ionowmg Rems:
❑Shop drawings ❑ Prmte ❑Plans ❑Samples ❑Spa f"twns
❑Copy of letter ❑Change mde, ❑
COPIES "a M OEYwiVrpe
f l .�CyR.f' t_gre1S S ti ♦in '!i 'f
THESE ARE TRANSMITTED as checked belm
❑Fm amrml ❑Approved as wlw Bled ❑Resvtmnt Wples for approvN
mm your use ❑Approved as noted ❑Submit.____pdples for dlslrlbutgn
f+NAs repuested ❑Relurn<d for correctwns 1
❑Return __carec!ed pm!s
❑Fp rev.and comment ❑ _
❑FOR BIDS DUE __19 ❑PRINTS RETURNED AFTER LOAN TO US
REMARKS
"_---__._.__
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Parametrix, Inc.
�� eon.e-..efio
Surnne•Y'�Wnmpcn W3W
206 8636128.06.a38-aeto
September 23, 1994
Coacts AdministratorRCCell
ra
City of Renton SEP?
200 Mill Avenue South 6 rs9ti
Renton, %A.980J5
Re: Notice of Non-renewal of Insurance
Dear Sir or Madam:
This letter is to inform you that, because our company
sferring
our insurance Policies to a new underwriter. As lient ofgOurs, we rown in want`to assure are e you that
there will be no lapse in coverage during this transition and
remain the same t hat our coverage amounts will
You mavedy >
renewed as of October 20, 1994,a Due noticto[the 30at rday prior noti current ficationce au se it ou nave r contract,
p a are notified of the nen-renewal of our old policies before you receive an insurance
certificate from ou-new uiderwriter. You wil! be receiving a new insurance certificate at
the end of October.
We regret any mu,,,nvenience or concern this may have caused. Please call me at
(206) 863-5128 if you have any questions.
Sincerely,
PARAMEI•RIX, INC.
wi 1�.n(l1( -
Carol J. Wing /J
At:counting Sup,:rvisor
CU:emp ��
SEP ,3 0 1994
C RLWON
E: taicenog Dept
I i
C A(,- GI-004,
MOUND. CERTIFICATE OF INSURANrE CSR BS
pARIN-1 10 20 94
rmw.ls[R HIS CERTIFICATE IS ISSUED AS A MATYER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
rlay, Atkins A BtaWart, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND.EXTEND OR
1800 Ninth AVe., •1500 ALTER THE COVFRA!:E AFFORDED 9Y THE POLICIES BELOW.
8utt14 N'1 98101 -COM-ANiES.AFFORDINO COVERAGE eFST'S RUTS
- Sheri Runtingta co1MNc Reliance National Indemnity Do A- IS
----
Pa�IaO op�ANv
0 American states INRN o rene Co A+ XII
carPllr
Inc. C
4 F O Box caM,.HY
B1AQIer MAA 98390 D
COVERAGES
iN151$TO CERTIFY TMPi THE POJCIES Of INSURANCE LISTED BELOW HAVE BEEN ISSVED TO THE INSURiD NAMED ABOVE h.� HN CY PERIOD
INDICATED.NOTWItNSTRNEH ANY REOUIREF.ENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFIUTE MAY BE ISSUEO OR MAY PERTAIN.THE IN$URMICE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1$$961ECT TO ALL THE TRANS,
f%CLVSIONS ANO CONDITHEI Go BL'CH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _
T.._ ._
Of wnM11N1'E [MICY WMfM PRYY EF[ECTNE MICY LKWIIATMM
1R TYR �M
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A XR_c...O,.MOLNERALu,Amun, N=1720543 10/20/94I 10/20/95 ItlaalAT6-eorroPAm, $2,000 000
w Cus..II OCCUR IIIDHALAADV ELMIt' 11,000 000 '
0.F A CDNTMCTOINIPon EACH OrCIRRaxE 161,000,000
_I,NA_BttC mew oAM[oe wNwP,a 1 50,000
Moor wl wr..F1 1 5,000
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AmAuto, 102CC282692 10/20/94 10/20/95CIMF®IWalM EntDIAo[II[Iw I[,w[>+
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THE IIVIIIIfgV FAl OMAEf.FV11CYlYf F
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BFRIq AII: D¢L BIFEAt[ Ntt11 M0YM 1
Ona11
OBCA•1NY>OPe1MWOCA nBtl
ZI 111M�IReCQc 021-11777yy o9 tN70N l.Bp SE Wr1L
u ai'ESrI,caG bolder �• an ddiC opal cured en the 6aarel Liability, 1
II``uut ally ae raapacta tart perl!ormej ny tIH named inured.
I CFItfNCA791gLDER CANCELLATION HE
R91ECI-1 I suLO MY a DESCRIBED AwvC LCRO FouclLs BECAnrNN.N LFOM THE
F%.O.WTE TNEMOF.-HF I...—Y WM1YYYY90CfB HY
30 Yn WNTTEN MOME To 1.EMITFIE TE 11OLYE11..E.T 111T l
emL1E1E1RCQRlnbfix�DanELEL'�I®INndLnlalc Mill" Y�1`
i 200 MillAve.ty O1 Renton AveS.
_ Renton NA 98055 uFTN°"IE°"aRM`[I1AT'vF
Shari Huntington
? ACOCO 25 S 0 93) ACORD CORPORAQp 1993
J
� -J
I LOMMOROv" MV21 WIT i D Olka VDIF902210
POLICY NUMBER: NGB1720543 COMMERCIAL. GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED -- OWNERS, LESSEES OR
CONTRACTORS (FORM B)
This endorsement modifies insurance provided under the fnllowing:
COMMERCIAL GENERAL LIABILITY COVERAGE PART.
SCHEDULE `
Name of Purson or Organization:
city of Renton
200 Mill Ave S.
Renton,WA 98055
Re: Project#21-1779-06
(If no entry appears above, irformatioo required to complete this endorsement will be shown in the Declarations
as applicable to this endorsement.)
WHO IS AN INSURED (Section II) is amenc'ed to inamde as an insured the person or organization shown in the
Schedule, but only with respect to liability wising out of "your work" for that insured by or for you.
CG20,001 r85i
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A041RD. CERTIFICATE OF INSURANCE CSR SS DATE""°""'
PARIN-1 10/20 94
rIMM,cEA ➢'IS CERTIFICAI E IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THC CERTIFICATE
--_—._
Hurley, Atkins i Stewart, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND.EXTEND ON
I 1800 Ninth A"., 81500 I ALTER THE COVERAGE AFFORDED BY THE POr-:CIES BROW.
Seattle q 98101 COMPANIES AFFORDING covEHwOE SIiST'S RAT] JG
B4asi Nuntington C AAFY
ReliMCBE National Indemnity Co A- XI
BI{ulea GOWA1Fr
B American States I»•uraaes Co A+ XII
COMPANY
Parametric, Inc. C
P O Sox 460 COME.
Sumner NA 90390
COVERAGES
—
THG IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE MEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHEA DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY SE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERCIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITHENS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE MEN REDUCED By PAID CLAIMS00
TYIE OF YIFOMNDF rOLICV MMMkR OKKKIIM[M ETOIYI CTPYE KK'T[IMMrOOIYI LMn{
aT1�IM LWIRY GENERAL AGGREGATE 1= 000,000
_.._ .._...
A I cOMMkNcm rAr61AELMMm MG81720547 30/30/94 30/30/95 reooucrS courmr AOO 1=,000,000
cuaM MADE octal RSONAL A ADV wuN 1 1,000 000
oakanauHTaAcrar{HmF A,H occDAAENtt 11 000,000
R q BCop Wp FREDAMACEIAv.r+THAT 1 50,000
E.EY-r"w PFFF.N 1 5,000
FIIIOY'1•n LEB�ITY
B R MN Ane 02CC282692 10/20/94 10/20/95 COMBINED snlnE LMrt 111 000,000
ALL OVYMD JOOQS R YOI AAW
akTeaAFD Mrtos I _ 1
MORE)ALTOS BOOBY POURY�
HMEOYWO ALTOS °"
l ! PROPERTY DAMAGE k
nAwE EASE. T�OEtlu ACCmslr 1
�M ADFO OTHER THAN AUTO MY
EACH ACCaMIT 1
.cm WMM FACH OCCLEBBBRE 1
'HORI FORM AGGMGATE "" 1
' OTHER THAN UMRIEUA FORM J 1
REDEEM COMP[N{ATMII,AND SIAI.TORY 1IM115
EMROYEM"COMEDY 1..
EACH ACCIDEM 1
ANI HgMkTORr
DISEASE I JLKY LIMB 1
PMTMRSA. VTIVF � 1 C1
O[FKERS ARE lrtCl 05EASE EACNEMROVEE k
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HR�R 83-1p7yy-03 l!D SAMlr. FN�r. 1 .oE PS,A
Shi Ca IlicaG holder Se as ndtional Smeared on the General Liability,
Out an TT.
as respects work parformed for them by the named insured.
CERTFOCATE Em I CANCELLATION
Rmr T-1 MOULD ANY OF THE ABOVE MSCMED POLKRS BE CANCELLED NEFORE THE [
U HRIMO nN DATE THEREOF.THE a{DMO COMPANY wnLxsoemlmlm MAR
30 DAYSYMTFHHOTCETOIHECERTNKATEHmONINAMEn TOTMLEFT.
City Of Renton a ��
Attn: Dave Chrietealen
200 Mill Ave. S. �10'CAWXtltlR1NBER100lMfNFK1D1EgO
Renton NA 98055 Mr.HOROFn lsnssMTArne a
j Sheri Huntington INAAPA
ACORD 26.6 W931 A a A)� C�
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POLICY NUMBER: NGB1720543 COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED -- OWNERS, LESSEES OR
CONTRACTORS (FORM 3)
This entlorsemen[motlilies insurance Dra"ided under the foaowing:
COMMERCIAL GENEPAt LIABILITY COVERAGE PART.
SCHEDULE
i Name rf Person or Organization:
1 City of Renton
200 Mill Ave S.
' Renton,WA 98055
Re: 03-1779-02 CBD Sewer
(It no entry appears above, information required to complete Ih�s endorsement will be shown ui the Declarations
as explicable to this endorsement.)
WHO IS AN INSURED ISection II) is amended to incluce as an insured the person or organization shown in the
Schedule, but only with respect to liability arising out of"your work' for that insured by or for you.
CG2310(11/85)
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Pa►amelVix, Inc_.
1231 RYW Avenue PO.BON Stunner.WA 96390-1516 — --
206'663-512b-2 SW-9610•Few.2 6-B ON6
1` 1
March 1, 1995 I
PMX #21-1779-06 -
M, ♦
Mr. John Hobson
Utility Systems Division
Public Works Department
City of Renton 44
200 Mill Avenue South
Reuton, WA 98055
Re: Renton CBD Sewer Replacement - Record Drawings
Master Agreement CAGO06-91 Task Order Authorization No. 3 t
Dear John:
Enclosed for your use is one complete set of the Record Drawings on mylar and on electronic
media fo1 the Renton CBD Sewer Replacement Project. It is our understanding that this
completes our contractual obligations.
Thank you for the spportunity to provide design services and wiLstruction assistance to the City
of Renton for this project. We look forward to working ith you on future projects.
1
Sincerely,
PARAMETRIX, INC.
4—c�to
Raynold Nickel, P.E.
Project Manager
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RN:nkd
Enclosures I
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