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048830 6SRLINO CONSTR IGARYI 8".:. 01/71/95 ORIGINAL
Vendor No, Vendor Name :�'T!jIi PO Date
14E CITY OF RENTON Cbfy of Reinhart
Laws of 19E5
,,, Purchase Order ,ity•t"•^t•^C•^I'i
I Intl umenRned, du hereov-'endv under oenMly of omryr¢ that Me
aleala have bee: lorrn.hef the ..—.a.
rwlarad, or na IaG9r
Permrmeof a deac.b of horain. am that Inac eaul a e eu, due anal
61eRLINO CONSTR (GARY)
unpe.,MI en e9arnat the&l N tlanean.and that 1 am authonHd M
authnnuc a•P�ca v Uwn:
9125 10TH AVE SO f
SEATTLE, WA 98108 S9nad
PLNG/BLDG/PUB WKS UTILITY SYS
FERKINGSTAD, LINDA
Unit_ DeftaiDtien Unit Pnce Est.Amwnt Account Number WOIFunc Amount
Replace driveway 1.229 98 E 421.000400.018.5960.0035.65.045155 5155/5460 1,229.98
Vth 6 S=Bet Blvd,
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Authorized By =,229..'8
I Accounn Payable Dn •200 Mill Ave.5.•Ramer,WA 9W55•Fri RA6i 215.261 e•Fair Q0 61 111 1513
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Gary Merlino Construction Co., Inc. d's
9125 1 Oth Ave S
Seattle, WA 98108
' 762-9125, 763-4178 Fax
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BIB to: City of Renton
200 Mill Ave S J AN 2•t i5`+i Re. Remove&Replace Driveway at
Renton,WA 98055 7th Ave&Sunset Blvd
Ci: . I -
EnynE'CII
Attn: Mike Benoit
Date I Labo tea Hr I OT Hr I Reg Rate I OT Rate I Total
1118/94 Foreman 4.00 38.53 $154.12
11/8/94 Carpenter 8.00 0.50 31.89 44.05 $277.15
11/W4 Mason 4.00 3278 $131.12
11 t8/94 Laborer 5.00 27.91 $139.55
Labor Subtotal $7C1.94
Overhead&Profit 20% $140.39
Total Labor $842.32
Date Equipment&Materials Oty I Unit I Rate T Total
11/aM4 Pickup 4.00 Hr 9.70 $33.80
11/8/94 Flatbed 4.00 Hr 16,00 $64.00
11/8/94 Concrete,5809-H 2.50 CY 56.22 $140.55
11 r8/94 Truck Rental,Solo 1.00 Hr 60.74 S6074
11/SM4 Dump Fee 1.00 Ea 25.00 $25.00
Equipment&Materials Subtotal $329.09
Overhead&Profit 15% $49.36
Total Equipment&Matena�s $378.45 -
' �CONCURRENCE
DATE t < Subtotal $1,171.41
F---7 -' General Markup 5% $58.57
r.Aae -icnT_
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Total $1,229.99
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019260 SVR DESIGN 78010 'c 11:'94 O R I G I N A L
Vendor No. I Namt
Alir----__— Chapter 116,Laws of 1965 ---
CITY OF RENTON Purchase Order city of Fenton Certification
I, the undanl4ned,do hereby certify uMar penalty of va,ryry, that the
matedde have been furnished, the • tanderad, or the labor
EVE DESIGN performed ea bed herein, and that the eOlnm is a Nat, due and
unpaid abllpeti t the C 1 Renton,and that I am authonzed to
SEA WESTERN AV $302 euthenocate nc rnif
SEATTLB, WA 99104
$14nad
PLNG/BLD6/PUB WKS = ITY SYS
P15 Linda Ferkingstad
Cty Unit Desuiptics, Unit_Rice_ Eat.Amtwm AccouM Nlanber WO/Fum Amoum
1 L.S. C:AG 93-141 SO. HIGhZANDS SEWER 6,902 A 6,972.03 421 000400 18 596 35 65 045155 45155 5430 6,972.03
IMPROVEMENT DESIGN '
"/,`+IIY �Qktl4J� c`rlA/ t44�0 It�ila.P. 2,3'71.�
4 600
Authon.ed By 1,171.03 6,972.03
Amuu a,Payable Div.1200 MITI Ave.5.a Ronne.WA 95055 a Mons(!06)D51613 a Fax(206)`JS- 5❑
RENTON TECHNICAL COLLEGE
BUSINESS TECHNICAL CENTER !B.T.C. Building)
Preconstruction Conference
June 10, 1992 10:00. .M.
6th Floor, Renton City Hall
Alter,dees
Lorna Henderson, Westin Utilities
Rick Neuman, Beruhauer Phillips Construction Company (BPCC)
Gary Swanson, Washington Natural Gas
Presiev Richardson, Renton Technical College
Icn Pouga, Renton Technical College
Paul Lumbert, City P/B�PW Department
j Corey Thomas, City Fre Department
Abdoul Gafour, Cih Water Utility
Dave Christensen, City Wastewater Utility
Jennifer Brock, City P!B/PW Department
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Paul Lumhe.t called the meeting to order. The pioject is part of Renton Technical
College and :s the Business Technical Center Building on the campus at 3000 NE 4th
Street, Renton. Paul has two sels o plans and will make copies available to those who
need them.
Outside Utilities:
Washington Natural Gas was represented by Gary Swanson.
Abdoul explained the only thing the City has is a connection to a watermain on
Kirkland. Gary will be filing for a permit to extend the gas main to feed the building
from the south. Current WNG lines are on the Southeasterly side of Kirkland Avenue
N.E., plus they are coming from the north on the west side. WNG wants to tie than
two together and they will have to cross the roadway at some point in tine. Abdoul
asked where they would be crossing. Paul suggested they cross at the north end of the
building if possible. Paul will provide a copy of the approved drawings. WNG is to
mark up a submittal drawing to accompany We permit request. If there are any
conflicts WNG xill be able to change the design and work around them.
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B.T.C. Budding Prm;oeatru,.Gno
jug 10, 1992
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Paul asked if Puget Pwwer would he involved. Power has already been run to the west
side of the building. The conduit has been run and encased in concrete with a pull wine
already in place. Only connections directly to the building will be necessary for the
final that is situ Connections will be 011 the west side of the new building and from a
vault that is sitting on
in greater detail. the berm new the fence line. The utility permit will show more
Abduul inquired about the Phone company. Phone line is in the same area as the power
with the lines already in running north to south. There i,a telephone j-box close to the
fence. The new telephone lines will go in the same trench wiGt the electrical to the
building. ILS. West will need to use a set of approved drawings to show their
Proposed runs when applying for their permit. Thie will make the permit process
much faster. The contra;tr believes t P ss o
he Phone B
vault and Only condr., P ne termination is already trt place in the
nave^sar,�,
' rn"' '1 m from the vault to the building will be
Abdoul asked about TCI Cable TV. They are not involved.
Crtv Firt
This Po),ect will have a If)" line along the east, south and west sides of the new
IS
uilding. There are two new hydrants and one existing one involves and one sprinkler
vault on the northeast comer of the building in the planting strip.
Ahdoul asked if there was any wood framing yet in the building and was told here is
nu.., %"atsoever. R was pointed out that typically the City does not allow any
constn-Lin above the foundation until the hydrants have been installed, arc
operational, and have been accepted by the City.
Corey asked if the work being done fcr utilities would affect the access for getting to
any ai the edOtt.er buildings on the campus. It was explained that a fire loop needed •o
tK maintained. Ona wor4 starts on the IV main installation there won't be any access
through the area in question at all.
Current plans are to finish the footings, backfill and I they are finished in this grade around the building. Once
will backfiil the N.E. area(there is a concrete pour sec 5duled for lone 12, 1992)they
comer and allow the utility contractor access to the work site,
Access elan be n light once the utility contractor starts on the sides of the building- There
is a fire lane on the south side of the building all the way across which will stay in
Place during construction.
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June to, 1992
Abdoul stressed the point that the lane is to be in place and ipen to maintain the fire ,
large before they go outside of specifications. If the contractor chooses to do so and
there is no fire lane access left, they assume the responsibility. Abdoul requested they
backfill the area as won as they can so emergency equipment could get through if
needed. Corey requested a minimum of 20 feet. If it's not possible in some areas they
need to at least have access to an all-weather road. The west side has access through
the southerly road when utility work is being+.nstafed on the north side of the buildirg.
The contractor estimates two days for installation of the line At least ont access road
j will remain open at all times.
The Fire Department asked if the contractor was planning to have any on-site fuel
storage which would require a permit. The response was negative. t
Corey asked the contractor to keep tfe hydrants bagged and burlapped until tore} w•re
accepted by the City and the City approves activation of the water supply. ,
Abdoul explained the water needs to be chlorinated and the sample has to come back
good before it will be activated. Th6 will -Al be done and in place and the toe-ins will
be accomplished later.
Abdoul asked if a fire sprinkler permit had been applied for yet. Trinity Fire
Protection is the sprinkler contractor. Westin Utilities would be doing the main work.
Corey askO if they were a certified fire sprinkler contractor and was told no, they
were not. it was explained they would be required to contract with a certified fire
sprinkler contractor who would oversee their work in this area and sign the required
forms. They will also be required to be on-site during all testing procedures. Abdoul
stressed;5e need to coordinate with the certified fire sprinkler contractor because of the
sepamtt tests involved. The fire sprinkler will be testad for two hours, at 200 psi
minimum with no leakage, between the vault and the building riser and a full flow test
with inspection by the City Fire Department.
Abdoul asked about shackling reynired by the Fire Department. None is required.
Blocking will be necessary and it will be subject to inspection. Fire Department
requires 26 hour notice for inspection.
The Fire Department noted the staging area is not a problem with blocking access and
reminded the contractor to keep his equipment/vehicles clear of the access areas.
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B.T.C. Budding Prwm .um ,
Jura 10, 1992
e
In-Honor Utihtiec:
Westin Utilities was asked if they had worked for the City before. Yes, on the Alpac
facility. " -
Abdoul clarified the 10" water main on the south, east and a portion of the north sid.
of the building would be at a 3 foot cover, Where there are conflicts with existing
utilities the City will allow deflections, not to exceed 2 degrees per joint, whrh
transfers to about 9" per joint. The contractor also has the option of going below the s
existing utilities. If vertical blocking is to be used an Engineer mast subirit for S
approval. Major changes will require a submittal to the City. Inspectors can approve
minor changes.
The c mnavon to the existing main will be done by the City. TBore is a wet tap "
„rvcl The City allows two wPt rnp contractors to be used. They are allowed to ap
into the main, the contractor we-lld block against(Away from) it and test the line beta".
the connection. No direct connection to the valve unto the line passes pressure, puri,v
and chlorination tests. Thee is a contimtwn detail :n the detail shorts of the pla"I
drawings.
kbdoul explained z'a wet block tap and stop po"nts. The tie-in will be shackled back.
Three blocks wilt be needed and they require five days of curing time. Typical details
are in the detail sheets in the plan drawings.
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Cleaning of lines was explained.
Test pressure will be 150 plus static (Abdoul believes it will be 225 psi but will verify
it). Preccure!ass is not to exceed 5 ps: over a two hour test. After the pressure test the
City does the chlorinatioA but the wntr ctor must provide the temporary piping and
hoses to discharge inti the sanitary sewer system. The City will bill the contractor
approximately $80 for the truck whrh provides the chlorination. Once the lines are
chlorinated, they must cook for 24 hours minimum, then the contractor will flush the
chlorinated water into the sewer system. Once the chlorine is flushed out, the Citv will
take a sample and send it a lab in Georgetown for analyst.- Samples are r.- maliv
taken on Wednesdays. Results are normally available in 4-5 working days.
Thrust blocks must be inspected prior to backfilling.
Concrete must be delivered to the job, no on-site mixing will be allowed.
As-builts must be certified by a licensed P.E. or Land Surveyor.
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F- B.T.C_Bwldwa Prc (mvruc@on 9
June 10, 1992
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The site should be staked out by a licensed land surveyor. The contractor intends to
use Ace Surveyor out of Gig Harbor. Abdoul reminded them that a final occupancy
permit wiil not be issued until the City has the as-builts stamped by the licensed
surveyor.
aackfill will need to be compacted. The City reserves the right to have the contractor
+ teat questionable material.
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" Changes are to be kept track of and reflected on the as-builts.
Inspection notices should be given 24-hour notice, but Mark will work with them.
Hydrant runs may be cleaned by swabbing.
Shoring and safety are the contractor's responsibility. The City will notify WIC of
the commencement of the project.
The contractor must obtain a hye t meter and double check valve from the City to be
used for water supply ti fill o, wash the lines. The City will do all tapping and !
connections.
There is a domestic and sprinkler water service.
The water meter will be connected to the existing main. The City will tap the main, set
the meter and will set the box to the pitch grade the contractor designates. If the
contractor makes an error in the pitch grade they will pay for any of the required
adjustments.
The contractor has not filled out the application for water meters but Paul is a:vare of
the 2" domestic, 2" for irrigation and 314" by-pass meter for the fire protection system.
The side sewer installation will nmJ to be certified by back-flush testing. The City
will require a report on the main line and the bypass. Double check valves will be
required for the landscape irrigation water systems(covered under another project).
Storm drain is tied into the existing system which is located in the soutnwest corner of
the site. There are drains arourd the building and impervious surfaces in the end will
be less than the total was before. Storm drainage should not be an issue with this
particular building.
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B.T.C.Bwldmg Ptw.i section 7wwer
Jwte 10, 1992
_Wasttwat
eThere is a revision to the sewer. Current plans do not reflect the cuconnection for this building. Dave Christensen has copies of what has be
through the Engineer and will provide copies for Mark. Instead of having the force
main connection directly into a side sewer connection to the City main, there will be
two separate connections. The Building Department requires all floors that could now
by gravity come out by gravity and then only the basement is pumped, so there will be
a gravity side sewer as well as a forced mail,connection line. The pump station that is
in the building will be inspected strictly by the Building Department. The only thing
that Wastewater will inspect will be the forced main itself because the pump station is
located inside the mechanical room. The Golding Departmen• II inspect the pump
station. The contractor needs to get all approvals for the station p,for to instalation.
The side sewer crosses across one of the existing 18" storm drain that are part of the
infiltration systems. Where it crosses that infiltration system the City will require some
type of glacial tilled backfilled barrier between the „ewer trench and the iufiltmuon
trench. The sewer lines are not to all of a sudden become part of the drainage lines.
There is one manhole to be set. The C-f typically requires an 8" line to be run from
the manhole as a pnvate main to the system, but the City will allow 6" in this case.
An outstanding issue that is not part of this contract is the off-site sewer improvements.
The approval for this building was conditional by Council because of the moratorium
area. One of the conditions was to have the off site improvements installed and
accepted prior to any occupancy, temporary or permanent. Have the plans been
submitted to the City? They are very close to it. A separate pre-construction meeting
will be required for that work. Dave stressed that the City will not allow a single
student inside the building until the sewer line is accepted,
Construction Services
Mark Wetherbce will be the City Inspector for all of the civil work on this project.
There is to be no week-end work unless pre-approved by the City.
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Erosion sedimentation control: the catch basins have been taken care of. Everything
drains into the building(existing systems).
City Standards are to be followed on all installations. Approved plans are required on
site while doing any work. Approved plans have City staff signatures on them and
clearly state thcv are approved.
B.LC. BumWara Pr onµtmaun
June 10, 1W: 7
Traffic control and safety: If the contractor will be working in the streets a traffic
control plan is required in accordance with MUTCD.
Safely standards: To be in accordance with WISHA, OSHA.
General construction: Is there a work start date yet? A few weeks. A construction
schedule is to be provided.
Existing utilities that are feeding sor m of the existing buildings on site: Be aware of
the water on the northwestern end of the building. 'There is an existing feed for the
sprinkler system w, Le building to the north. Contractor was reminded to double
check the depths, etc, in this particular comer. Some of the utilities will be going
across the existing drainage system on the southwest comer. The sewer line is being
changed from what the plans show: Contractor will have to keep 10 fat between the
water main and sanitary sewer. If ten feet can't be met the contractor can go to other
options by installing ductile iron for the side sewer. The water main is in an easement
and ductile pipes would serve as a means for getting around the ten foot space
re,uinement.
Storm water is going into the existing st stem. It's collecting .he down spouts from the
building and from the impervious surfaces around it. There are some downstream,
problems which are being worked out with the School District.
From a construction standpoint, the storm line will have to be flushW and lamp-tes.Y
before acceptance.
Backfdl requirements wid tee the same as the waterline' If PVC piping is used a
minimum of 6' of pea gravel bedding must be used below and above. The contractor
asked if said could be used instead of pea gravel. Response was no, pea gr,.vel serves
as a good warning should it bocor,.e necessary to dig in the area.
The contractor asked if 3-week vaer;m construction schedules would be sufficient.
Mark agreed to this method.
The meeting was closed by Paul Lumbers at 11:25.
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Renton Technical 4/29/92
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` Change ATTACHMENT MI-A of Addendum No.2 per the attached drawing and following notes
ft ` (note callouts in triangles):
e.
's I. Replace "80 If 2-inch force main" with "60 If 3-inch force main".
2. Add Minch sanitary sewer cleanout per Detail 3, IE 324.35, top elev. 331_0. Provide
3"x 3"x 3" test tee, face up and plugged, 3" nipple,and 3"x 6" reducer fittings on force
"�♦I main immediately prior to cleanout. Provide 3" vertical bends as required. '+
3. Add 20 If 6-inch sanitary sewet pipe at 20% slope. Provide 6" test tee in tine prior to
connection at manhole, face up and plugged. Connect to SSMH at IE 320.35.
4. Delete "IE 2-inch in - 321.0" from SS manhole callous. '-
5. Delete 53 If 6-inch SS line and connection to existing 8-inch SS line. p}4
6. Add 45 If 6-inch sanitary sewer pipe at 4.8% slope, as shown. Verify elevation of
existing 18-inch SD and 12-inch SD pipes a:crossings prior to construction of sanitary p v
e- \ line and manhole placement. Where a new pipe,iears an existing utility by 6" or less,
polyethylene plastic foam shall be played as a cushion between the utilities.
7. Connect new SS pipe to existing manhole At IE 318.0. Rechannel manhole.
i 8. Add 6-inch sanitary sewer cleanout, 70 feet north of manhole, per Detail 3, IE 323.71,
top elev. 329.0. ,.
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S v R Design Company LIEUTEM 1 7MUSKO47QL
'•.'e-.' 911 Western Avenue Suite 302
SEATTLE. WASHINGTON 98104
(206) 223-0326
TO GYfL A,/{�c�a�G1.x l`7Klt.Y�Ll{s
130 ` /3i " 5f. T z'
WE ARE SENDING .JU Attached C Under separate must via _the following items:
❑ Shop onwrngs C Prints ❑ Plans ❑ Samples CC Specifications
❑ Copy of letter ❑ Chow order 0-
THESE ARE TRANSMITTED as checked Wow.
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❑ For approval G Approved as submitted Z Resubmd__wpies for approval
For your use C Approved as noted E- Submit copies for distribution
{i n C C As guested C Returned for corrections Return. corrected prints
❑ For review and pmmrnt ❑ _
❑ FOR BIDS DUE 19 ,= PRINTS RE'URNED AFTER LOAN TO US
REMARKS
COPY TO.
'--7SIGNED: -
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APR-2B-1992 03:23PM FROM BOYLE WGIIER FRCHITECT TO 92352541 P.81
Fax Transmittal Memo 7E72 ""•.a. " om
DAvE GNRisrFNSEN - ._
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BGQ njWhmcal College - Business Technolcev Center
Change ATTACHMENT NI-A of Addendum No.2 per the attached drawing and following notes
(note callouts in triangles):
i. Replace "90 If 2-inch force main" with "60 If 3 inch force main'.
2. Add 6-incb sanitary sewer cleanout per Detail 3, IE 324.35, top elev. 331.0. Provide
3"x 3'x 3' lest tee,face up and plugged, 3' nipple, and 3'x 6" inducer fittings on force
main immediately prior to cleanout. ^rovide 3' vertical bends as reouired. -
3. Add 20 If 6-inch sanitary sewn pipe at 20% slope. Provide 6' test tee in lime prior to
connection at manhole, face up and plugged. Connect to SSMH at rE 320.35,
1
4. Delete 'IE 2-inch in - 321.0" from SS manhole callout.
5. Delete 53 if 6-inch SS line and connection to existing 8-inch SS line.
6. Add 45 If 6-inch sanitary sewer pipe at 4.8% slope• as shown. Verify elevation of
existing 18-inch SD and 12-inch SD pipes at crossings prior to construction of sanitary
line and manhole placement. •Where a new ipe clean an existing utility by 6" or less,
polyethylene plastic fcarn shall be pl as s c ion between the militia.
7. Connect new SS pipe to existing manhole at-M 318.0.
S. Add 6-inch sanitary sewer clunout, 70 feet north of mannole, per Detail 3, IE 323.71.
top elev. 329.0.
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CITY OF RENTON
Planning/Building/Public Works Department
Earl Clymer, Mayor LYNN Garthrann,Administrator
April 27, 1992
Mr. Cuane Lease
4905 Pacific Highway E, S1 E 4
Tacoma,WA 98424
SUBJECT: RENTON B.T.C.
PRIVATE LIFT STATION REVIEW
Dear Duane'
I have reviewed your submittal package for the Renton B.T.C. building private lift
station and have given it approval subject to the following conditions:
11 That all equipment utilized meets all current UBC and UPC requirements as
b adopted
P Y the City of Renton;
21 Since this device is located within the f,otprint of the proposed building, it will t
be inspected by the City's building inspection staff and will require permitting
and approval through their office: and
31 That the modifications necessary to provide grease interception will not impact
j this facility.
A copy of all the information you sent to me is being forwarded to the Building
Department for their utilization. Please contact Jan Conklin at 277-6176 for additional
l information regarding the Building Department's permittingd an approval process. ,
It you have any questions or require additional information, please contact me at
1 277-6212.
ry truly
Da, nstensen
Wastewater Utility Engineer
D12)t P.PiNie,
cc Ron Nelson
P.ul Lum n
Jsn Corsi-
. W.e.n K..1",SVR De.,pn Co.
11 200 Mill Avenue South - Renton, Washington 98055
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Yb PSUILDINttr VENT I cv 4W..
FINISHED M
FLOOR FLOOR
FOE �-,ix���� _ r
C-V G.V• DISCHARGE PIPE 511LE a
AS PER PLAN. W
et
s� •4
INLET
PIPE-
$UMP CA/E2, _ COvEC SHAt_,L' BE
LOGC!N(� 4 WATEEYitrHT
TWO HoU "rORAf>E LEVEL A,-r W-5- _
NIGH L rc SIMi-r SWj-rcH
ON SWITCH Z.'-
� a A6ovE suMP FLCbIC �
n
STEEL OFF SWITCH
SUMP S ABOVE SJMP FL?oe)
1 �
A. PUMP IMPEL.tLP_
SEWAGE LIFT PUMPS
INSTALLATION QI=TAIL
NOT TO SCALE I .
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T.NLI ' 1
SET
SUMP COVCr - COVE[ sums 3E T
LOLCIWC-, 4 vJA7EILTIG.�T
HIGH LIMIT SWITCH
RAIL
ON 5 CH (Z'-4" A50vE SUMP GL47K) L
n
STEEL v I OFF SWITCH (B' ASOVE SUMP FL_COg�)
SUMP
SUMP MOTORS _
SEWAGE LIFT PUMPS
INSTALLATION DETAIL
NOT TO SCAI74
SECTION 15490, SUMP PUMPS
SUMP PUN l
GENERAL - PART I
1.01 SUMMANZ
A• oc des Lut_ ot Limped To- Furnish and inatall
slpecified -1 system.
B. Related Sections Gereral Conditions, Division 1,
and Sections 15055 and 15060 apply to this Section.
PRODUCTS - PART II
2.0 SEWAGE EJECTOR PUMP
A. PACO Duplex Type NCD, 2 HP, 480V-3Ph, et 60
ft. head, asphalt cost ed stee a h sealed lid.
c
See detail for a complete with packaged
2.02 SUBMERSIBLE SUMP PUMP (STORM)
PACO PIP 530, 1/2 HP, 120V-lPh, 60 GPM at 17 ft. head,
asphalt coated steel tank with steel cover. See detail
for size. Furnish complete with automatic float and packaged controls. switch :
END OF SECTION 15490 '
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APR-22 92 WED 15:53 BCE ENGINEERS, INC FAX N0,
Prico" JERiES4000
PUMPS WASTEWATER PUMPS
Vertical Column
Wet Pit, Non-Clog
Pump, Series 4110
Type NC%NCD
PACO wet pa nontlog column pumps are designed
and bull:for high performance.durability and versaii
ay of operation These vertical column type rL nps are
recommended for difficult pumping applications,
F _ _ including raw sewage,municipal or industrial waste.
water and drainage,and elsewher_when contruWs
pumping is not required.
The compact vertical design makes this PACO pump
Ir uniquely favorable for parking structure drainage antl
mechanical room pumping applications.Using
j. PACO's optional explosion proof motors and float
switches,the 4110 Series is ideal for hazardous
-' locations lVu1U(v Cx1 �
�+ q Enclosed non-clog impellers ate standard and offer
smooth passages with large ports to reduce the
Incidence of clogging Optional vortex impellers as
! wel'as PACC s patented semi-Open Chensull Impel.
lers,are available for difficult pumping applications
The PACO NC(Simplex)and NCO(Duple.)are
�. furnished as standard with indwidual sub plates,
upper and lower bearings,antl optional intermed ate
r; mar�_wil �. • t - bearings to assure long life
f
Sizae to - -----
Rows toaa00IMP
Heads to 220,
Solids to 3" - -
Horsepowers to 200
---Over 80 years o/quality and service to the water wastewater Industry—-- ------
APR-22-92 WED 15:54 BCE ENGINEERS, INC FAX NO. 2069220896 P.06
VeltiCal Column Wet-Pit, Non-Clog Pump, Series 4110,Type NC/NCD
Non-Clog Impellers
Standard 2-Port Impeller
Enclosed 2 Port non-clog Impeller is siandard on
Modals 470 and above.Impeller design provides high
-� ellrclency with two liquid passageways.Gray Iron is
strande-d construction malerl8l,with Bronze and other
special metallurgles available as optional extras All
so..m z Pi erq lal PACO Impellers are statically and dynamically
balanced for smooth operation.
Clov Sem.ault open Chenar
$emrepen Chenau4 non-clog Impeller has stream
lined Impeller ports for slipstream performance in
liquids containing wet-strength paper towels,fibrous
materials.and other problem solids.Patented impeller
design permits Wide to pass around In Geller eye and
edgeless vanes Chenaull Impellers are recom-
mended on smaller capacity Models 470 and 495 for
dilllrult sewage and wastewater applications
chanauM1 lmpeliu ,
Vortex Impeller
vortex rgrncbg impeller has maximum clearance
l between rotor and volute for free passage of stringy
\_ and fibrous materials.Vortex action allows problem
solids to lbw through pump wlthoat passing through
ports of conventional impellers.
xbnea lmPlb• .
Standard Features
Stainless Steel Pump Shaft
Renewable sla Mess steel pump shaft is standard
construction on Models 370 through 495.Extra large
sizing of pump shalt provides greatly enlarged
bearing area.and offers prolonged bearing life.
Fluted rubber lower bearing(see C.on previous
page)Is standard construction on Models 370
through 612
I
PACV. Paco MU"iP.
n Ina.
PO eo.t29za•9.5 9Md Avpnup•OpklarW,phrornu 9aa0a-zsN
PUMPS,INC. Planti."peon.Opkland.CA•0anan.tx•LOSAngews.CA-Polllan,, On•iseams,w4
1
._.. ..u.. ..>,.ra.+..yr. x....r•. nw/wMSNYjY: ..,
APR-22-92 WED 15:55 BCE ENGINEERS, INC FAX NO. 2069220896 P.07
PACO. SERIEsi WASTEWATER rumps
Construction Features
PA.CO Wet Pit Non-Clog pumps include as sundaa con-
slruUon nwnY proven features rot found in parr.-ps W other
nhanufactuin,s An ea!ra•large stainless sleet punp shaft is
standard on Models 370 through 495,and designed q AN
provide Irouble-free service for a wide range of pumping
dsmands.Intermediate bearings maintain wcwate Chan Motor
alignment and reduce delalclipn.Numerous special 6uppon Conslfuc[dn5 and metanurgam are avaddble'ar unusual ereolut
Pum0ing neauiramdnta
Intrrmedlale Beaago Thu st
A. PAGOLUY Cori .o••,"a.mediuc be.,,,is standard Clearing; ,s<ne- teconatru�liononl4wi , �',tMough{9' 9 kl. k
.. Brorve grease ru0rka.,:a imcrmedia' Is sI.adard SubPtate
cmnbucpEn o'!brgpwsiac Models{ m615,and
colonial on nMdela 070 lhrougn 495 '
fI Maln Shen
1
Insarmadlate VIIZ
e
Bearing
Column a
Patio Shalt
Le.
Blaring
J
i Leafing
C. —" j I .i o.
a 1V
Oeyy Senw
aatwr
'�. lower eaaMga
C. fluted 6s all p rubbCa Inwdr bearing w incoin renewable Imptepa
abinleu USN Dump shall is uamaro cansuuctgn on Models
070 throogh 612.
0. Bronta gresse-lubneated o.,pear IS VeWw
lion N!q aldor core,61-
Ahslealura available on all Moee!f (Standard for Mpdeh 615 Note:Column PIMPS ara Initerlhd IV peuodre ejects pump ara e1s) down.root for meiNgp aiAY Connote.
Pan nerd Fitted Bronze Fitted M Imo All mnze
Ilse ■ jW30 Cast front lase_00 Cast Iron ass 00 Cost Iron route
Impe6er �;�efa 90 Cas!Imo &pus — pcayj lrpt Brant.
Mean$haN -- N6 St.nbas {16 Slaink6f 416 hinpC3 {16 limlwe
Stub Shah 355 S wlewa 3093'uiHq 903 tainlesf 303 laptlew
_ Thom Beanng Baf Beanr g Bafl Bearkp Ball Bearing BBII Been
Intennedlaw Bearing -- LOYp S62BtenzekCCC&or B62eronza PACOLOPY0,B6210frong, 062&once
_ Lavnr Bearing Rubber p B6Y Bronae Rubber or B62 Brave Rubber p B62 ronza 062 Bronze
Motor 5UPPOM Braeket Clem 00 left Iran Class3o illron Class 3q test India Clan 30 Cast Ilion
_3u0plata— A263 -i-A263'FW A26] ta.i' A26J taut --
Column shed.tee INI Sched.b SteN Schell.{0 4el Maw
OifUarge Ua Settled.40 Iwl Salsd.40 S1�N� Sdwd.w Slwl &ass
�'rRIES4000 WASTEWATER PUMPS
rtical Column We'-Pit, Non-Clog Pump, Series 4110,Type NC/NCD
Pressurized Column
I Pressure" In el ponse to demands IV a superior Shalt lubrication
—
Fresh Water syslc,+for critical wet pll Pumping needs,PACO has
Supply developed an advanced method of Presaunzed flesh water
column lubrication The PACO Pressury :Column has
CArid p Proved etleCive in substantially Incre: g bearing llte and
d'ane reducingdown-ilme in a variety analeo y excessive send,
where liquid waste is contaminaleo by aagsSivx sand.
i - abrasives,salts.Trot acids,fly ash,and other materials
Guam damaging to a typical Wtt Pa Non^_log pump lubrication
system.Pressurized Column lubrication features tow water
demand,with a unique throttle buSNn, designed to elimi•
nale cacessiva fresh water usage.
Pressurized Colunn wnatrucbon msurec Cemi lubrbb
lion of all bearing surfaces with clean,non-abrasive fresh
v Ile(Fully pressurized liquid prevents Contaminants
al from entering column.and elves bushings a controlled
FINae environment
ausMrp._
Main shaft is carried by a deep 9,00ve Integrally sealed
lubncated-Iadde ball bee...g Bearing is encbted in a
dust-proof housing,machined In a second upper motor
bracket bcdlad above suleplate(not shown).
Gacliwr All Cogumfi pints are gasketed.Main shalt and extra-large
Pump shah an Stainless steel constructllon.Intermediate
guide bearings have bronze fluted bushings,
Stamen Steed lower tearing conslrucher it bronze for standard applica.
Wpm Shift
lions.Special lower beanng metallurgies are available for
hot wale,or chemical applications.
Throttle busningS al pump end create liquid back-p,essure
Gasser inside column(sow Vital be:ow).Standard graphite-impm
gnated packing Is enclosed in lower motor brackel boated
above tubplate
lse lass Stead
Pump Shelf Double moIW bracket It standard CV,n!rucibn on all
M''Wxiiwd models.'h-in `water Wbncabng line uatends above '�..
Subplate,and Provides pressunzed liquid cIl ly to Column.
Bonze __ i Standard Pressunxed Column construction is dill for
l
Beevq flesh water lubrication throughout.Regulated trash water
supply of t-2 GPM a' Id be available al minimum 1G PSIG
,ter above Pump dlscha% iressure.Solenoid.alve,boated
IZR- above subplafe Should be provided
Amts.
Busnrnga pump"
1Aw10 Detail
rnndl•.`vJ Pw w n ra GUIs
..• .p.a.x ........
tau rw 1 au.a�onmM1
W eN.R Rw pop.
Ga,ypprl,r .Stu. tl.m
t
nterv,q mp Rvm ewRr".�plaU
PACO•I PRBa 129n Wnps I2arc
PO •Bas 92M Avenue•Oakland Cablom.a 94apC-¢924
POMPS,INC. FL*N LOCNAne 0ai CA•Dap]a.Tk•k%Ongyps.CA-P01IRnd,OR Seattle.WA
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APR-22-92 WED 15:51 BCE ENGINEERS, INC FAX NO. 2069220896 P.Ol
f 4K *'s 235 —25�}i
AMC BITTERLING,CRICK&EVENSON ENGINEERS, INC.
4905 Pe f c V iwy.East.Sv,te a TxOma.\&A 98424 (206)9220446 Fax(206)92208%
FAX TRANSMITTAL
I
Dater No. of pages S Project No. 9085
Project Name ;. on �T — L$t +n
TO: Davc �rlSlenl�n Company: P-e�6n Pun QW(td
From:_Uvs�� _ Company: BCE Engineers, Inc.
FAX #922-0896
SUmOAe±A; J t ..,
SOLI tY ICw�li�n } a(��d lGAtAIO��� � C�t7.fdT
—,LLd.�,fT n\pt•� InT O�m�iOn O'Cr S�. C0.�'
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Copy to follow via mai17 Yes__ NoQ
I
If yo(' do not recelve this entire facsimille, please tali.
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�1 - 30 6(:P .G;NEER�. iNC FA8 ND. 206922089E P.01
a Ara,aniIIrAW
ffLr BITTERLING,CRICK&E VENSON ENGINEERS,INC.
4901 Pacific Hwy.East Suite 4 Tac�,WA 9f}424 ?1206)9 20�l�16 Fax 20G)92208%
FAX TRANSMITTAL
Daft No. of payes-2--Pro)ect No, 90n
Prorct Named
Company:
From: -J> .me_ Company: BCE Enyinsem, Inc.
FAX#M—Oege
Memo PI t +� 4A, I
1 f� 1
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Copy to follow via mail? Yew No�
If you do not receive this entire facsimilis, please c-11.
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MPP-25-1992 10:49f49 M" BOYLE r WAGOWR AIKHITECT TO 92E25a1 P.01 Ienn-o-w
Fax Trial t�elrlo ft owl
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ADDENDUM Na 2 Poe I
FOR PROJECT MANUAL,SOECIFICA77ONS AND RELATED DOCUMENTS FOR
RENTON TECHNICAL COLLEGE,PROJECT NO.92.212
MvMh 20. 1992
ERICKSON MoGOVERN ARCHITECTS RC^
120 South 171st Street
j} Tacoma.WA 984" rj, cr 111.
r ;206)531-J208 0
k fr �j
Thls Addendumle Lssuedtol purposO501WrXicationanC/ormv ionof"OoMmcidOCJments. Themgre
9 pages in thla adde-W,nn,1 din ail tL rws.
ARCHITE TCC�gAL SPECIFICATIONS
i. FORM OF PROPOSAL
a. SN ATTACHMENT A-A of this Addendum No.2 for new Farm of Proposal to be used In
Nd wbmisslon. Charges Included in now Form of Proposal om,r on Page 1 under
AAtL_ WANCES.
2, SECTION 09990-FINISH SCHEOULE
a. PM 1:
I. ROOM 100: Change concrete on north,wuih,and was walla to GWB as r+ftjted
on floor plan.
t. N. Room 103: Change ceitrg material to G WB M match retwod cognt;plan.
e. Paw 2:
I. Rgpm 2W: Charge ceniN material to GNB to match ro11ec1ed wlcry plan.
c Paw d:
i
! I ROOM 314 Charge ceiiirg material to GWB to match rt0I0Ced calling plan.
ARCNfrECTURAL DRAWINGS
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SHEET C2-GRADIN 5 STORM DRAINAGE&S.� .TTARV SEINER 1
1 1. -.bangs Sheol C2 pot ATTACHMENT 91-A of this AlMenQ1m No.2.
i S. SHEET CG-CIVIL DETAILS jl
1. Doloto'Sanfary Site Soutar Pmfk'trwn Shoot Ct.
i i C. SHEET A2.1 -BASEMENT FLOOR PLAN
1. At Lary Room 121 aW to rote for cafawclk at Alternate A•10,'900kc a"Height is T-0'
tall,12'oaep. IF 2150 at the pertmetar waft W4 Vs 2250 M the isl untV
6
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II'^Yrser. � I
Lam.'
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NAR-25-1992 10:50W FROM BOYLE + WAGONER ARCHITECT TO 92352541 P.02
RENTON VOCATIONAL TECHNICAL.COLLEGE
N = BUSINESS TECHNOLOGY CENTER
Mechanical Addendum Na 2
March 18, IM
Bt1lw]Ogi
I
Sheet P2-7 Riser Diagram
1 Change vent size from sewage stump to 3"in lieu of 4".
l
Sheets P2-2 and P2.3
i Run sewage sump vent up through interior wall on grid line 5,between
grids A k B.
Sheet P2.2
Provide 4"main waste for all fixtures in Room#211 and#212. Run south in soffit
immediately west of column at grid line"P. Pipe shall run suspended in air to grade
approximately 12'-0"south,install waste pipe in 8"diameter schedule 40 black steel
pipe chase from soffit to grade. paint W pipe with prime coat and(2)coats exterior.
color as selected by Architect See civil documents for connection to street
Sheet P2.7 Riser Diagram
Run waste from futures P-4 in Room#209 to 4"waste below Room #210.
SneciBcatlone
5CCSinn.S.1M Hydronic System
Page 7, add new paragraph O as follows: Add a solution of 20'% glycol to the
complete system for fteere protection,
I
END OF MECHAM AL ADDENDUM NO.2
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uApIfGT Ti0 6X.s'SS /e (�, - Iwo 92 /.0 6*6$dig 4.0 8L1Ei w/6"55. m
le 0/7.1 V . SEC /G V/N- 92/•") Z
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SEE DETML 3. p
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! -24-1992 04:23,{I FROry 9U1'LE ARCHITECT TO
Fax TraismittalMemo 7672 'r"� .L_ `erlow�-��+ -92352541 P.81
+ Girr mr- ncmu.
} .. . ZAN-— Is—st WED ! i1 ! HZTT<Ri. INp CRICK EVEN pN r . 02
RE1117ON VOCATIONAL TECHNICkL INSTITUTE
Business Technology Center -
Lift Station Calculations:
Count Fixtf r Iinw hT
Fr LS 0
Nater Closets 35
9 Urinals 5/hour
. 263 GPti
0
10 Lavatories .5 10/hour 135 GPH
5 12/hour 60 GPH
43UM
Storage of 915 gallons re^iirad for 2-hour full usage. Tank to
bs 6-feet diameter of 21--gallons per foot of depth. Tank to
be 6-fsst deeper than inlet from Waste piping,
Pump capacity to be 250 gPm at 25-feet head. 3-inch discharge
duplex With lead lag Pump controller. PACO Model No. 480-01
Calculations by: J. Scott Crick, P.E.
r \•gall
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Renton VT1 6ualAQvo Tec,( C ,r
T
F"SmED CV. GV. ri
11 A
Pl--�l
_ 1 C.K �- pt'SCµA{tGE PIPE 912E
AS PER PLAN.
C. 4
IN r —r
HIGH LIMIT SWITCH I pq I
RAIL
ON SWITCH \ Ll"
n
STE Sy sL - ' .OFF SWITCH
aIP
---b' o'DIA.— _ -PUMP MOTORS (� y
SEWAGE LIFT PUMPS Y
I_NST_A_LLATION DETAIL
NOT TO SCALE BY M.C. ID v
E.
DIRECT VENT/SEALED
COMBUSTION F
W/eoILER- RUNU0.-S HIEN
A5 f'oSS�BLE TERMINr ION v "'
!< M17UN TIN(: +16AIIIREMENTS ''''��
PER MAN IJFAC7'IjRER 1 1 awl
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S v R Design Company ME44EM OF URM69MOU"TAL
Y 911 Western Avenue Suite 302
C' SEATTLE, WASHINGTON 98104
y ,r f ee ro
[. - (206) 223-0326 .,o '' Z$ `7 z !! fao 26. 3
TO L;rr oc rCVrcnl TjFfr. Phew _ ---
i
�tLr� u/Lf 98055 — —
jWE ARE SENDING YOU 10 Attached C Under separate cover via_ the following items:
I
Shop drawings ❑ Prints __ Plans ❑ Samples ❑ specification
Copy of letter ❑ Change order C
COMB DATE No pF6CMIr1pN
v ('
t �XT
THESE nRE TRANSMITTED as checked halow:
C'. For approval ❑ Approved as submitted ❑ Resubmit copies for approval
K For your use ❑ Approved as noted C Submit--copies for distribution
[J As requested ❑ Returned for corrections Cl Return—corm prints
C For review and comment ❑ _—
❑ FOR BIDS DUE___19 __�' PRINTS RETURNED AFTER LOAN TO US
REMARKS-- _ _—__- -- _— —_
i '.
i
COPY TO — —
_ { SIiNED.
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RENTON VOCATIONAL TECHNICAL COLLEGE
BUSINESS TECHNOLOGY CEN-17ER
Mechanical Addendum No.2
March 18, 1992
Ur�wlgy;
SS=hC4L$21 Riser Diagram
Change vent size from sewage srmp to 3"in lieu of 4",
Shee.s P2-2 and P2-3
Run sewage sump vent up through interior wall on grid line 5, between
grids A& B.
Sheet P2.
- - Provide 4"main waste for all fixtures in Room M 211 and#212. Run south in soffit
firmediately west of column at grid fine"F". pipe shall run suspended in air to grade
approximately 12'-0"south,instal!waste pipe in 8"diameter schedule 40 black steel
pipe chase from soffit to grade. paint 8"p;pe with prime coat and(2)coats exterior,
color as selected by Architect. See cHl documents for connection to street.
5hggt P2- Riser Diagram
Run waste from fixtures PA in Room#209 to 4"waste below Room #210.
S iB a(iong
I-WlQaJiM, Hydronic System
Page 7, add new paragrapt. O as follows: Add a solution of 20% glycol to the
complete system for freeze r�
lul p �tection.
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END OF MECHANICAL ADDENDUM NO. 2
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ADDENDUM NO.: Pogo 1
FOR PROJECT MANUAL,S-ECIFICATIONS AND RELATED DOCUMENTS FOR
RENTON TECHNICAL COLLEGE,PROJECT NO.82-213
Afafch 20, 1992
ERICKSON 610GOVERN ARCHITECTS pCA
120 Sash 131s1 Street
Tacoma,WA 98444
(2061531.0206 0� r
This Addendum is Issued for purposes of cIa Aication and/or revision of the contract docurr*Mg. Theft are
9 pages in this addendum,inckldino all attachments. '
S ARCHITECTURAL SPECIFICATIONS
FORM OE PROPOSAL
a. See ATTACHMENT A-A of this Addendum No.2 for new Form of Proposallo be used in
bid submission. Changes included In new Form of Proposal occur on Page 1 under
ALLOWANCES.
2_ SECTION 09990- FINISH SCHEDULE
a. Paee 1:
Room 10_Q: Change concrete on north,south,and west wall•to GWB a::Indicated
on floor plan.
ii. Room 003: Charge ceiling material to GWB to match reflected ceiling pan.
b. Page 2:
N I. Room 204: Charge ceiling material to GWB to match reflected ceiling plan.
C. Paee 4:
I. Room 310. Change ceiling material to GWB to match defected ceiling plan.
P.
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ARCHITECTURAL DRAWINGS
A. SHEET C2-GRADING STORM DRAINAGE A SANITARY SEWER
1. Charge Sheet C2 per ATTACHMENT A7-A of this Addendum No.2.
B. SHEET C4-CIVIL DETAILS
1. D91 Y.e'Sanitary Side Sewer PMfile'tMM Sheet C4.
i
C. SHEET A2 1 -BASEMENT FLOOR PLAN
i 1. At Licrary Room 121 add to rote for cacmwrk at Aaemate A-10,'Boekcase height Is T 0"
tall, 12"deep. A'a 2150 at the perimeter walls tnd Its 2250 at the.$lend units.'
JCDETRP J64 COST OETAIL REPORT for Periods: 9412 01/16M 10:26 Page 38
Job: 14127 SOUTH HIGHLANDS INTERBASIN TRANSFER Mgr: CHRISTENSEN
N0: 45155 a HIGHLANDS INTERBASIN TR MgR: CHRISTENSEM Balget 288,300.37
Tr data D9cwent Des, Avant Mourn Labor Deneflte Vendor Matarial E9uip Other Subtotal Ema total RavwNR
.. ----- .. - ....... ..... ..... ........ ...... . ...... ........
.. _-..- .-... ...... ..
Fund 5160 PRELIMINARY DESIGN/EMG ... .......
06/15/92 CHRISTENSEM 401 535 5.00 161.01 67.95 228.96 228.96
07/31/92 CHR ISTENSEN 401 535 8.M 166.83 68.71 231.54 231.54
06/50/93 BENOIT 401 535 5.00 102 59 47.50 150.M 150.09
12/31/93 BENJIT 401 535 12.00 2M.93 1M.70 346.63 346.63
f
I •fund 5160
30.00 663.36 293.86 957.22 957.22
Fund 52W FINANCIAL ACTIVITIES
12/27/93 93-12-D% JCS STAFF MO 532 1054.18 -1054.58 .1054.58
12/27/93 93-12-0% JCS STAFF 000 532 -34.46 34.46 -34,46
12/27/93 93-12-0% JCS STAFF 401 535 1054.58 1M<.SB t05G.58
12/27/97 93-12-0% JCS STAFF 4C1 535 34.4f 34.46 U."
09/23/94 94-09-07, JCS STAFF ON 532 -17141.35 -17141.35 -17141.35
09/23/94 14-09-071 JCS STAFF 401 535 17141.35 17141.35 17141.35
•F.t 5200
.M
F"t; 5220 INSPESTION
09/15/93 PINKNAM OW 532 1.D0 21.53 9.97 31.50 31.50
M/15/95 AM 000 532 7 % 2%
10/31l93 A290 000 532 174.64 ITS."
10.131/93 PINKNAM 000 532 18.50 601.46 278.48 on.91 879.94 .
111311% A290 WC 532 171.0 171.68
01/311% PINKNAM NO 532 58.00 12".73 629.88 1928.61 1928.61
02/15/% PINKNAM 000 532 78.00 1727.78 837.97 2565.75 2565.75
02/281% A2% 000 532 361.12 Mi.12 361.12
02/28/% PINKNAM 000 532 44.00 1175.47 570.10 1]45.5] 1R5.5]
03/1',/% PINKNAM 000 532 W-50 2282,31 1IM-92 174533M.57 1745.57
03/31/94 A290 MC 532 30].84 •M.84 309.23
0'/31/% A2% 000 532 .00
i
OS/31/% PIMKI'AM 000 532 %.50 2072.38 1W5.10 30]7.G8 }O]]'00 03/31/% A290 000 532 32.56 32.56 ]2.56
M/31/% PINK nAM 000 532 11.00 220.40 106.89 327.29 327,29
M/15/% PINK HAM 000 532 23.00 531.02 260.45 79]47 M7 47
04/15/% THOMPSON 0M 532 27.25 522.74 253.53 7 6.27 ]76.27 i
%/15/% NETMEPREE 000 532 4.00 82.20 39.87 122.07 122 A]
04/15/% A274 ON 532 B0.6e 22.07 22,66
041151% 8013 ON 532 14.56 14.66 ISO 56
04/30/94 AM ON 532 214.56 2;9.76 239.76 04M/% PINKNAM 0M 532 58.00 1413.03 685.32 2239095.76 2239,76
05/15/94 PI NK MAN 000 532 59.50 1449.10 702.81 2/51.35 2151.91'35
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! JCOETRP JOB COST DETAIL REPORT For Peri Odz. 9412
i O1/16/95 10:26 v.B, m i
1 JOE: 14127 SOUTH HIGHLANDS INTERBASIN TRANSFER Mgr: CNRISTENSEN
4NI: 45155 S HIGHLANDS INTERBASIY TIT Ayr: CNRISTENSEM Bu6Bet: 288,300.37
Tr O.te D..t OAF, Account Hours LAbor Benefit. VaWRr Mteri.t EVOi9 Other "tot.t FntuB Totes RRv.me
/31/% A2% 532 PIYNM 179.08 179.08 """... 179.08
O6/15/
000 53L +
05/31/94 AN ON 532 4.00 20.03 9.71 29.74 29.74
% AIMNHAN 000 .00 87.43 42.4U
06/15/% AM 000 532 129.83 129.83
07/'5/% A29NXAN 000 532 <.00 87.43 B.4p 11.M 29.84 211.34
9-53
07/15/% A290 000 532 129.83 129.83
11.8( 1'_84 11.84
' •Fund 5220
576.25 13599.04 6581.30 1588.54 2t769.38 21769,38
Fxn 5330 NON-LABOR
09/14/94 85854 RISC BENDS,AEG 401 534
10/31/94 85854 RISC BERDS,AEG 401 534 2224.E 2224.71
•Fund 5130 2224.77 -2224.77
A
00
Ew 741 SERVICES 3OR141 , 1
0'111/94 ]801C GG 93�141 50. 4,1 596
11/2a!% i1097 EVA DESIGN 421 5% 2371.37 6972.03 6972.03
11/30/94 78010 GG 93 141 SO. .21 5% 2371.37 2371.37
-2371.37 -2371.37
I -F.t 5430
2371.37 2371.37 4600.66 6972.03
6nct- 3(60 SERVSEIT , VIRACTOR 1
O1/24/% iU728 SEITZ, VIRGIN[ 421 5% 54795.0]
01/24/% 108728 SEITZ, VIRGIN[ 421 596 52654.07 $N95.W
02/14/% 10o267 SEITZ, VIRGIMI 421 5% 2654.80 2654.80 2654.80
02/14/94 109266 SEITZ, VIRGII.I 421 5% 2356.10 2356.10 2356.10
03/14/94 110218 SEITZ, VIRGIMI 421 5% 48629'91 48629.91 48629.91
03/14/% 110Z19 SEITZ, VIRGIMI 421 5% 41188.% 41188.95 41188.%
%/11/% 111109 SEITZ, VINGIMI 421 5% 1 995.59 199559 1995.59
G4/11/% 111108 SEITZ, VIRGi MI 421 5% 1002.03 1002.03 1002.03
05/23/94 112481 SEITZ, VIRGIMI 421 5% 20681'90 20681.D0 20681.90
05/23/% 112482 SEITZ, VIRGIMI 421 5% (865U'62 48450.62 48450"62
08/29/% 115557 SEITZ, VIRGIMI 421 5% 2347.41 2347.41 2347.41
08/29/94 115558 SEITZ, VINGIMI 421 596 2413,8J 2413.84 2413.84
I 116.95 116.95 116.95
•Fun[[ SWf
'VD 45155 226633.17 226633.17 226633.17
•Jo6 14127 606.25 14262.60 6875.66 229004.54 - 1588.54 251731.14 4600.66 256331.80
I' 606.25 14262.40 68T5.66 2290p4.54 1588.54 251731.11 "00.66 256331.80
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