HomeMy WebLinkAboutSWP272271(4) (2) CBIC Date: -1-7-7-7 -
CONTRACTORS BONDING STATUS
AND INSURANCE COMPANY
PRINCIPAL: R.J.C.,INC. BOND NO: LB0135
CONTRACT AMOUNT$: $80,983.10
DESCRIPTION: PUBLIC WORKS CONSTRUCTION CONTRACT CAG-96-097 HIGH AVE
SO.STORMWATER IMPROVEMENT PROJECT
CITY OF RENTON DEPT OF PLANNING/BLDG/PUB WORK
200 MILL AVENUE SOUTH
RENTON,WA 98055
CONTRACTORS BONDING AND INSURANCE COMPANY is Surety on the above Bond. We appreciate your cooperation
in providing the information requested below,and returning the form to us so that we may have current status information on the
captioned job. A business reply envelope is enclosed for your convenience. Thank you for your assistance.
Very truly yours,
ERIC SIRKIN 01/06/97
IF THE CONTRACT HAS BEEN COMPLETED:
1. Completion date? /o�zyf 9� Date of final acceptance or expected final acceptance? _/l
2. What date does contractual warranty period end? /11 ZS'1 Y7
3. Final contract price?(Including applicable taxes) A?3�,�4, d' Has full amount been paid?Ve-S
4. Was the work satisfactory? sva Have all labor and material bills been paid? A
IF THE CONTRACT HAS NOT BEEN COMPLETED:
1. Percent of work completed to date?
2. Total amount paid to the Contractor to date$ Amount of retainage held?$
3. Is the Contractor paying his labor and material bills? Anticipated date of completion?
4a. Is the work progress satisfactory? b. Is the quality of the work satisfactory?
5. If the answer to No.4a or 4b is no,please explain:
6. Please provide any other information you feel would be helpful in evaluating the contractor
Firm: /J61 r-o�e ��r rDtl
By: /1t�nt aei2
REPLY TO OFFICE (Title)
MARKED BELOW Date: 1- 7- 2-7
Address: Z Y ��l�fh�e S 4-h t. f 40S' "
Telephone'
(jb(z) 7-77 ' <--9
® Home Office: 1213 Valley Street,P.O.Box 9271,Seattle,WA 98109-0271,(206)22-7053,(800)765-CBIC,(206)682-1558 FAX
❑ Oregon: 1827 NE 44th Ave.,Suite 100,P.O.Box 12053,Portland,OR 97213-0053,(503)287-6000,(800)926-2242,(503)287-6100 FAX
❑ Nevada: 6600 W.Charleston Blvd.,Suite 132,P.O.Box 26990,Las Vegas,NV 89126-0990,(702)878-CBIC,(800)727-CBIC,(702)878-7011 FAX
❑ Arizona: 2201 East Camelback Road Suite 505B,Phoenix,AZ 85016,(602)956-6000,(800)866-CBIC,(602)956-6700 FAX,(800)284-2770 National FAX
❑ North Carolina: 2828F I-85 South Service Rd.,Charlotte,NC 28208,(704)391-1011,(800)695-CBIC,(704)391-1015 FAX
❑ Spokane: N.901 Monroe,Suite 340,Spokane,WA 99201,(509)326-2244,(800)368-CBIC,(509)325-4462 FAX
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❑ Laguna Hills 2 172 Plaza Point Dr.,Suite 185,Laguna Hills,CA 92653,(714)770-97337(800)274-CBIC,(714)770-9805 FAX
0:\M1S\CREATE RMS\BF 10.FRM 05.04,95 UndSTUS.06-US020592
0
�y CITY OF RENTON
..I✓LR Planning/Building/Public Works Department
J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator
November 7, 1996
Rick Krier
RJC, Inc.
P.O. Box 467
Maple Valley, WA 98038
SUBJECT: HIGH AVENUE SOUTH STORMWATER OUTFALL IMPROVEMENT
PROJECT(CAG-96-097)-FINAL WORKING DAYS STATEMENTS
Dear-Mr. Krier:
Enclosed for your records are the working day statements for the weeks of October 18th, 25th and
November 1, 1996. The final working day was October 29, 1996, which was the end of the 30
working days as specified in the construction contract. Due to the delay with the installation of the
air vent assembly,the total number of working days were utilized.
As I indicated in my fax to you today, the State Department of Labor & Industries Affidavit of
Prevailing Wages Paid and City Certification of Payment of Prevailing Wages need to be submitted
prior to approval of the final pay estimate.
If you have any questions, please contact me at(206)217-5548.
Sincerely,
Ronald J. Stra a, P.E., Utility Engineering Supervisor
Surface Water Utility
Fi:DOCS:96-764:RJS:ps
Enclosure
200 Mill Avenue South - Renton, Washington 98055
CITY OF RENTON - PUBLIC WORKS DEPARTMENT
UTILITY ENGINEERING 235-2631
Municipal Building 200 Mill Ave. South, Renton, WA 98055
Contractor: RJC Inc. - Rick Krier
Address: P.O. Box 467
City: Maple State: WA Zip: 98038
Valley
Contract Number Project Name Statement Number
CAG 96-097 High Avenue South Stormwater Outfall 7
Improvement Project
Number of working days charged to your contract for the week ending November 1. 1996.
Date Day Weather Condition Working Days Unworkable Day Caused by
Weather or Weather Conditions
10/28 Monday 1
10/29 Tuesday 1
10/30 1 Wednesday 0
10/31 Thursday 0
11/1 Friday 0
Daysthis week.......................................................... 5
Days previously reported............................................ 28
Total days to date...................................................... 28
CURRENT STATUS
Working Days Specified In Contract................................. 30
* Approved Extension of Time.......................................... 0
Total Authorized Time of Contract................................... 30
Less Working Days Charges............................................ 30
—Working Working Days Remaining............................................. 0
*Show only extensions approved by letter from Headquarters **Use negative totals to show overrun in time
Summary of Week's Activities:
Air vent assembly installed. City inspector performed final inspection nd confirmed that
the punch list was completed. Construction comple on 10/2 /96.
J
Ron Straka, Project Manager
Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this
statement, otherwise it shall be deemed to have been accepted as correct.
wk-4/rjs
CITY OF RENTON - PUBLIC WORKS DEPARTMENT
UTILITY ENGINEERING 235-2631
Municipal Building 200 Mill Ave. South, Renton, WA 98055
Contractor: RJC Inc. - Rick Krier
Address: P.O. Box 467
City: Maple State: WA Zip: 98038
Valley
Contract Number Project Name Statement Number
CAG 96-097 High Avenue South Stormwater Outfall 5
Improvement Project
Number of working days charged to your contract for the week ending October 18, 1996.
Date Day Weather Condition Working Days Unworkable Day Caused by
Weather or Weather Conditions
10/14 Monday 1
10/15 Tuesday 1
10/16 Wednesday 1
10/17 Thursday 1
10/18 Friday 1
Days this week.......................................................... 5
Days previously reported............................................ 18
Total days to date...................................................... 23
CURRENT STATUS
Working Days Specified In Contract................................. 30
* Approved Extension of Time.......................................... 0
Total Authorized Time of Contract................................... 30
Less Working Days Charges............................................ 23
—Working Days Remaining............................................. 7
*Show only extensions approved by letter from Headquarters **Use negative totals to show overrun in time
Summary of Week's Activities:.
Contractor substantially complete. Punch list items r ain to be completed.
R6 Straka, oject Manager
Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this
statement, otherwise it shall be deemed to have been accepted as correct.
wk-4/rjs
CITY OF RENTON - PUBLIC WORKS DEPARTMENT
UTILITY ENGINEERING 235-2631
Municipal Building 200 Mill Ave. South, Renton, WA 98055
Contractor: RJC Inc. - Rick Krier
Address: P.O. Box 467
City: Maple State: WA Zip: 98038
Valley
Contract Number Project Name Statement Number
CAG 96-097 High Avenue South Stormwater Outfall 6
Improvement Project
Number of working days charged to your contract for the week ending October 25, 1996.
Date Day Weather Condition Working Days Unworkable Day Caused by
Weather or Weather Conditions
10/21 Monday 1
10/22 Tuesday 1
10/23 Wednesday 1
10/24 Thursday 1
10/25 Friday 1
Daysthis week.......................................................... 5
Days previously reported............................................ 23
Total days to date...................................................... 28
CURRENT STATUS
Working Days Specified In Contract................................. 30
* Approved Extension of Time.......................................... 0
Total Authorized Time of Contract................................... 30
Less Working Days Charges............................................ 28
**Working Days Remaining............................................. 2
*Show only extensions approved by letter from Headquarters **Use negative totals to show overrun in time
Summary of Week's Activities:
As-built information received from contractor's surveyor. Landscape agreement with
property owner approved. Contractor hired Cerna Enterprise landscaping to complete
landscaping at the request of the property owner. Paving completed. Air vent ssembly
remains to be installed. J f
�so7�• A/
Ron Straka, I ect Manager
Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this
statement, otherwise it shall be deemed to have been accepted as correct.
wk-4/rjs
THE CITY OF RENTON
DEPARTMENT OF
PLANNING/BUILDING/PUBLIC WORKS
FOURTH FLOOR
200 MILL AVENUE SOUTH
RENTON, WASHINGTON 98055-2189
FAX: 235-2541
To: Rick Krier
Company: RJC Inc.
Phone: 432-5454
Fax: 432-5589
From: Ron Straka
Company: City of Renton
Phone: 277-5548
Fax: 235-2541
Date: 11/07/96
Pages including this
cover page: 3
Comments:
Rick:
Enclosed is a draft copy of the final pay estimate. If you do not agree with the quantities on the final pay
estimate, please notify me in writing, otherwise I will assume that the final pay estimate is approve by you. Prior
to processing the final pay estimate I need a completed original the City of Renton Certification of Payment of
Prevailing Wages form and a completed original of the Affidavit of Prevailing Wages Paid form. These forms
can be found in the construction contract document Prevailing Minimum Wage Hourly Wage Rates section. If
you have any questions, please call me.
OCT-20-96 SUN 23 :09 R. J. C. INC. 2064325509 P. 01
R I CINC.
P.O. Box 467 • Maple Valley, Washington 98038 • (206) 432-6453• Fax (206) 432-5589
Facsimile Transmittal Cover Sheet
Number of Pages (including Transmittal Sheet) l
Please deliver immediately
To:/'?0Al Sjn oc�- C/-1-k,C"4--A4-7Vf✓ Fax Number:
From: Date:
Subject:
Comments:
CJl 7--0o
2X-G- 2� - P .�-
OCT-10-96 FRI 01 :36 R. J. C. INC. 2064325509 P. 01
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1 CINC
RJONIVMU
P.O. Box 467- Maple Valley, Washington 98038- (206) 432-5453 - Fax (206) 432-5589
Facsimile Transmittal Cover Sheet
Number of Pages (including Transmittal Sheet) _ 2
Please deliver immediately
To: 07r 0,47 AF,,7P„/ Fax Number: 235--
From: — — Date:
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Subject: f71
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Comments:
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( COKAMAR TRUCKING, INC. Truck No.: TnukChar es:.
III 5 �
N P.O.BOX 2707
14 SILVERDALE,WA 9M Truck T e: Solo Trarrm .Yrarder Caner Driver Charge:
(360)M 4622 u
� Truck Rate: Sub Total•• •
D Truck Hours: I 'Add Charges:
N
Orirves Hours; ( Total CharQm
Customer" 1^ Billing Address:
Job'Locatkwr Job Number.
Staut:• Stop: Luncr Downtime: Reason
r: :klaterial To . . _ ;:` :No Hours.
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Fuel: I Oil: I Total Mil k I Ili / To1a1 Miles Of-Highvra.
LL •Reroahcs: ;d
Drivers Signature: Author.Co-Rep.Signature:
PLEASE N07E'ADOITIONALTERM AND CONDITIONS-
[] THE.TERMS.AND CONDITIONS STA D ON THE REVERSE OF THIS INVOICE ARE A PART OF CARRIER'S AGREEXIENT TO PROVIOE SERVICE-YOUR SIGNATURE ON THE FACE
OF THIS INVOICE SIGNIFIES YOUR KNOWLEDGE,AND ACCEPTANCE,OF THE TERMS ON THE REVERSE.
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OCT-10-96 FRI 01 :37 R. J. C. INC. 2064325509 P. 03
AL. . =
G 'RA►CTOI� S D.-:Ply •
' ` 'd •'" s�� .. , , ,rl age of Paget
PLFAS'E PRINT OR TYPE ALL ENTRIES.
lteglatration N o. Fxptrntion Dote
toc4 claacompaoyuame M &'M CONSTRUCTION; INC. y Q
P.O. BOX 5785
Ad 7,f5treat or P O Bost
State Z!p de T dophono
r L.,•,.' ..(206)769'5376:
Telephone' Date'
bd to:
Mle—
Aaaread(street or P.O.Do:) Zlp Code.
lob`�am' r )ob fact uu ay;
AtcItitatt' Da a of Plans
We beioby aubmit specifications and eatlmates for the above job:(Use separate sheet It nacessory)
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We propose to furnish material and labor complete in accordance with above speclflcatlolls,forahe sum of:
1yyN`:,l'i dollars
Payme-4t io De made as follows: ,. (_. ;^ai.'- •, .' ,
......r;•t ..:c:a mot•.;.,r, ,.. .. - ..
Customer le responsible for obtaining all required permite,'A ay alteration or deviatlon tram thidbove specifications Will be ax cuted only'upon written orders,and will become an axtra charge owr and
above tht estimate.All agreements contingent upon strikes•accidents or dolays beyond bur contiol.Customer to carry Rie.casualfy.ind.bihor necessary insurance updn ebove work.This proposal is withdrawn
by us if not accepted within__days.This Contractor is registemd with the state of Washington and had posted with the stale a bond or cash deposit for the purpose of satisfying claims agalnsl tha Contractor
for negligent or improper work or breech of contract In Zbe coniiuct of the contractor's business.Thle bond or each deposit may not be sufflelimt to cover a claim which ml5ht arisa atom the t;•ark done under
your contract.If any attpplior of materials used In your construction project or any employae•of the Contractor or Subcontractor is not paid by the Contractor or Subcontractor on your job,your property
may be liened to eecure paymont,If you wish additional protection,you m4Y request the Contractor to prGvlde you with'orlgineL''liea release'documents from each suppllar or subcontractor on your project
Co
ntractor ontractor Is required to provide you with further informaLicn m ebout lien release documents General ts if you request it. Inform o•Information Is aisavailable Boni the Department of Labor end Industries o the
State of Washington.
Author Si�nalure v'A TitIe IVOrb1 THIS PROPOSAL MAY BE WITFmRAWN 9Y CON MNCTOR
/ li mot accepted.dtRin, Drkva of above•delo,
A PTANi t- The above prices,speciflcatiolls and conditions are satisfactory and are accepted. Date of Ac eptance
You uthorized to perform the work as epatlfteid•'
J.
P CIAI be made as outlined Above,
Autharima Si r AutIlorizbd Slgaature
Fb11 ATY�da ctofe Bid pmpocal
Waahlamen l suet leak Inc.,tssaoueh.WA Form No.273 4191
k �
CITY OF RENTON
..I� Planning/Building/Public Works Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
October 11, 1996
Rick Krier
RJC, Inc.
P.O. Box 467
Maple Valley, WA 98038
SUBJECT: HIGH AVENUE SOUTH STORMWATER OUTFALL IMPROVEMENT
PROJECT(CAG-96-097)-PUNCHLIST
Dear Mr. Krier:
The following is a punch list of work items to be completed prior to approval of the final pay
estimate and project acceptance by the City:
1. Provide as-built drawings of the constructed storm system that shows actual invert and rim
elevations, horizontal alignment of pipe and structures, and pipe length (Bid Item #2).
2. Provide weight tickets for the crushed surfacing top course rock and asphalt used for pavement
restoration(Bid Items#8 	).
3. Install air vent assembly and restrictor plate in CB#I (Bid Item#12).
4. Construct cedar picket fence (Bid Item #15) and complete the landscape/property restoration
(Bid Item #14)to the private property owner's satisfaction.
5. Clean up the job site by removing erosion control silt fences, excess pipe, and other excess
construction material from the job site.
6. Remove a ten foot section of the trees that lie over and under the pipe upstream of the outlet
structure at approximately Station 3+50. The section of pipe between Station 3+50 and the slip
connection assembly at approximately Station 4+75 needs to be laid closer to the ground. Try to
do this by removing the logs and some of the soil (with hand shovels) that the pipe sits oil at
Station 3+50, then remove some of the slope that the pipe rests against at approximately Station
4+00, and loosen the lateral pipe anchor at Station 4+75. When you are completed with the pipe
lowering, please re-connect the lateral pipe anchor.
Enclosed for your records is a copy of the partial pay estimate #1. Also enclosed for your review
and records are the working day statements for the weeks of October 4, 1996 and October 11, 1996.
As of October 11, you have used 18 working days and have 12 working days remaining on the
construction contract.
If you have any questions, please contact me at(206)277-5548.
Sincerely,
A446
Ronald Atraka, P.E., Utility Engineering En ineerin Supervisor
Surface Water Utility
H:DOCS:96-676:RJS:ps
Enclosure
CC: Mark Wetherbee
200 Mill Avenue South- Renton, Washington 98055
CITY OF RENTON - PUBLIC WORKS DEPARTMENT
UTILITY ENGINEERING 235-2631
Municipal Building 200 Mill Ave. South, Renton, WA 98055
Contractor: RJC Inc. - Rick Krier
Address: P.O. Box 467
City: Maple State: WA Zip: 98038
Valley
Contract Number Project Name Statement Number
CAG 96-097 High Avenue South Stormwater Outfall 3
Improvement Project
Number of working days charged to your contract for the week ending October 4, 1996.
Date Day Weather Condition Working Days Unworkable Day Caused by
Weather or Weather Conditions
9/30 Monday Clear 45-60 1
10/1 Tuesday Clear 44-62 1
10/2 Wednesday Clear 42-65 1
10/3 Thursday Cloudy 49-60 1
10/4 Friday Cloudy w rain in PM 45-65 1
Daysthis week.......................................................... 5
Days previously reported............................................ 8
Total days to date...................................................... 13
CURRENT STATUS
Working Days Specified In Contract................................. 30
* Approved Extension of Time.......................................... O
Total Authorized Time of Contract................................... 30
Less Working Days Charges............................................ 13
—Working Days Remaining............................................. 17
*Show only extensions approved by letter from Headquarters **Use negative totals to show overrun in time
Summary of Week's Activities: Contractor installed lateral pipe anchors, made
connection to CB#1 (new 48" type 2 CB) and spoils removal from the site. Started
preparations for landscaping & property restoration. Installed trash rack to outlet structure.
Ron Straka, Project Mager
Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this
statement, otherwise it shall be deemed to have been accepted as correct.
wk-3/rjs
CITY OF RENTON - PUBLIC WORKS DEPARTMENT
UTILITY ENGINEERING 235-2631
Municipal Building 200 Mill Ave. South, Renton, WA 98055
Contractor: RJC Inc. - Rick Krier
Address: P.O. Box 467
City: Maple State: WA Zip: 98038
Valley
Contract Number Project Name Statement Number
CAG 96-097 High Avenue South Stormwater Outfall 4
Improvement Project
Number of working days charged to your contract for the week ending October 11. 1996.
Date Day Weather Condition Working Days Unworkable Day Caused by
Weather or Weather Conditions
10/7 Monday Clear 45-65 1
10/8 Tuesday Clear 42-74 1
10/9 Wednesday Clear 44-72 1
10/10 Thursday Cloudy 45-65 1
10/11 Friday Cloudy &showers 42-63 1
Daysthis week.......................................................... 5
Days previously reported............................................ 13
Total days to date...................................................... 18
CURRENT STATUS
Working Days Specified In Contract................................. 30
" Approved Extension of Time.......................................... 0
Total Authorized Time of Contract................................... 30
Less Working Days Charges............................................ 18
—Working Days Remaining............................................. 12
'Show only extensions approved by letter from Headquarters "Use negative totals to show overrun in time
Summary of Week's Activities: Contractor started landscaping and property restoration.
Installed pavement restoration and crushed surfacing top course. Alternate bid item "A"-
bonded fiber matrix was installed. Preliminary project walk through was conducted by City
inspector, Maintenance Division, project engineer (Entranco), project manager and
contractor. Outlet structure rock placement was completed.
n
Ron Straka, Project Manager
Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this
statement, otherwise it shall be deemed to have been accepted as correct.
wk-4/rjs
i
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS ADMINISTRATOR
CONTRACTOR: RJC Inc.
CONTRACT NO. CAG 96-097 ESTIMATE NO. 001
PROJECT: High Ave. South Stormwater Outfall Improvement
1. CONTRACTOR EARNINGS THIS ESTIMATE $60,693.75
2. SALES TAX @ 8.20% $4,976.89
3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $65,670.64
4. EARNINGS PREVIOUSLY PAID CONTRACTOR $0.00
5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $57,659.06
6. SUBTOTAL - CONTRACTOR PAYMENTS $57,659.06
7. RETAINAGE ON PREVIOUS EARNINGS $0.00
8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $3,034.69
9. SUBTOTAL - RETAINAGE $3,034.69
10. SALES TAX PREVIOUSLY PAID $0.00
11. SALES TAX DUE THIS ESTIMATE $4,976.89
12. SUBTOTAL - SALES TAX $4,976.89
* (95%x LINE 1)
*' (RETAINAGE: 5%) GRAND TOTAL: $65,670.64
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACCOUNT 421.000600.018.5960.0038.65.065015(65246/5460) $62,635.95 # 1
$62,635.95
RETAINED AMOUNT (Line 8):
ACCOUNT 421.000600.018.5960.0038.65.065015(65246/5460) $3,034.69 # 1
$3,034.69
TOTAL THIS ESTIMATE: $65,670.64
CHARTER 116, LAWS OF 1965
CITY OF RENTON CERTIFICATION PC /0-9-U
I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF
PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE
SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED
HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID
OBLIGATION AGAINST THE CITY OF RENTON.AND THAT I AM
AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM
Signed:
to- y-y�
Printed On: 10/9/96 City of Renton Public Works Department Page 1
r • •
Printed On: 10/9/96 City of Renton Public Works Department Page 1
Project: High Ave.South Stormwater Outfall Improvement Contract Number: CAG 96-097
Contractor: RJC Inc. Estimate Number: 1 Closing Date: 1011/96
Item Description Unit Est. Unit Previous Previous This This Total Total
No. Ouantity Price Quantity Amount Quantity Amount Quantity Amount
001. Mobilization Lump Sum 1 $3,500.00 $0.00 1.00 $3,500.00 1.00 $3,500.00
002. Contractor Supplied Surveying Lump Sum 1 $3,500.00 $0.00 0.50 $1,750.00 0.50 $1,750.00
003. Temp Water Pollution/Erosion Control Lump Sum 1 $1,500.00 $0.00 1.00 $1,500.00 1.00 $1,500.00
004. Traffic Control Lump Sum 1 $1,450.00 $0.00 1.00 $1,450.00 1.00 $1,450.00
005. Clearing and Grubbing Lump Sum 1 $3,000.00 $0.00 1.00 $3,000.00 1.00 $3,000.00
006. Remove Existing Catch Basin and CMP Lump Sum 1 $6,000.00 $0.00 1.00 $6,000.00 1.00 $6,000.00
007. Crushed Surfacing Top Course Ton 2 $100.00 $0.00 $0.00 0.00 $0.00
008. Asphalt Conc.Pavement Cl.B Ton 3 $110.00 $0.00 $0.00 0.00 $0.00
009. Special Type 2,48"Dia CB Each 1 $6,220.00 $0.00 1.00 $6,220.00 1.00 $6,220.00
010. Shoring or Extra Excavation Cl.6 SF 565 $2.75 $0.00 565.00 $1,553.75 565.00 $1,553-75
011. Outlet Structure Each 1 $8,720.00 $0.00 1.00 $8,720.00 1.00 $8,720.00
012. Special HOPE Pipe Linear Feet 485 $38.00 $0.00 485.00 $18,430.00 485.00 $18,430.00
013. Lateral Pipe Anchor Assembly Each 5 $670.00 $0.00 5.00 $3,350.00 5.00 $3,350.00
014. Landscape/Property Restoration Lump Sum 1 $3,000.00 $0.00 $0.00 0.00 $0.00
015. Cedar Picket Fence Linear Feet 56 $17.00 $0.00 $0.00 0.00 $0.00
Alternate A Slope Protection Lump Sum 1 $5,220.00 $0.00 1.00 $5.220.00 1.00 $5,220.00
Alternate B Slope Protection Lump Sum 1 $7,920.00 $0.00 $0.00 0.00 $0.00
Subtotal $0.00 $60,693.75 $60,693.75
8.2%Sales Tax $0.00 $4,976-89 $4,976.89
TT Total $0.00 $65,670.64 $65,670.64
/`3k Ic `I-16
It_ /0-1- /6
CITY*OF RENT,
R
ON
..IL Planning/Building/Public Works Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
September 30, 1996
Rick Krier
RJC, Inc.
P.O. Box 467
Maple Valley, WA 98038
SUBJECT: HIGH AVENUE SOUTH STORMWATER OUTFALL
IMPROVEMENT PROJECT(CAG-96-097)
Dear Mr. Krier:
Tile following material submittals are approved for use on the project:
1. The Controlled Density Fill (CDF) mix submittals received on 9/24/96 are approved for use on
the project. Verbal approval was provided on 9/26/96. The CDF mixes do not meet the
specifications exactly, since they call for 3,030 lbs. and 2,856 lbs. of sand for Class C and Class
A CDF, respectively. The contract specifications call for 3,200 lbs. of sand to be used in both
mixes. As explained by your supplier, Michael Gardner of Stoneway Concrete, the sand weight
had to be adjusted for yield requirements due to the addition of air volume, and the difference in
the specific gravity's of sand that Stoneway uses (S.G. 2.68) and the assumed specific gravity
used in the specifications(S.G. 2.67).
2. The use of a Fernco Flexible Coupling in lieu of the specified eccentric reducer where the 16"
HDPE enters the 18" HDPE sleeve pipe near the Outlet Structure as shown on the plans is
approved per our conversation on 9/26/96.
3. The City has selected to use Slope Protection Alternate Bid Item"A" - Bonded Fiber Matrix on
the project. Slope Protection Alternate Bid Item`B" will not be used on the project and is
eliminated from the schedule of prices.
Your request to reduce the amount of Controlled Density Fill(CDF)used to backfill the trench above
the pipe from Station 0+00 (CB #1) to the face of the steep is not approved, as we discussed on
9/26/96. The construction plans (Detail D) and the specifications clearly require that CDF shall be
used to backfill the upper trench to the point where the pipe daylights onto the slope. To prevent
migration of water within the bedding material or backfill, and potential of sloughing of the slope
during compaction, the use of CDF was recommended by the project Geotechnical Engineer in lieu
of a permeable granular material. The additional weight of the CDF versus the weight of gravel is
not as much of a concern as the need to compact gravel backfill, which could cause sloughing of the
slope. The use of CDF eliminates the need for compaction. The top 1 to 2 feet of the trench can be
backfilled with top soil in the landscaped areas or gravel backfill, crushed surfacing top course, and
asphalt in the paved road and gravel parking areas.
If you have any questions, please contact me at(206)277-5548.
Sincerely,
-At
Ronald J. S raka, P.E., Utility Engineering Supervisor
Surface Water Utility
H:DOCS:96-633:RJS:ps
CC: Mark Wetherbee
Bruce Jensen
200 Mill Avenue South ,Renton, Washington 98055
MThis nnnar rnntaina F,n%rarvrlarl malarial 20%nnst r-nnsumar
vp
CITY OF RENTON
..� Planning/Building/Public Works Department
J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator
October 3, 1996
Rick Krier
RJC, Inc.
P.O. Box 467
Maple Valley, WA 98038
SUBJECT: HIGH AVENUE SOUTH STORMWATER OUTFALL IMPROVEMENT
PROJECT (CAG-96-097)-WORKING DAYS STATEMENT
Dear Mr. Krier:
Enclosed for your review and records are the working day statements for the weeks of September 20,
1996 and September 27, 1996. As of September 28, 1996, you have used 8 working days and have
22 working days remaining on the construction contract.
If you have any questions,please contact me at(206)277-5548.
Sincerely,
Ronald J. Straka, P.E., Utility Engineering Supervisor
Surface Water Utility
H:DOC S:96-65 I:RJ S:ps
CC: Ron Olsen
Mark Wetherbee
200 Mill Avenue South ,Renton, Washington 98055
&T%
•
CITY OF RENTON - PUBLIC WORKS DEPARTMENT
UTILITY ENGINEERING 235-2631
Municipal Building 200 Mill Ave. South, Renton, WA 98055
Contractor: RJC Inc. - Rick Krier
Address: P.O. Box 467
City: Maple State: WA Zip: 98038
Valley
Contract Number Project Name Statement Number
CAG 96-097 High Avenue South Stormwater Outfall 1
Improvement Project
Number of working days charged to your contract for the week ending Sept. 20 1996.
Date Day Weather Condition Working Days Unworkable Day Caused by
Weather or Weather Conditions
9/16 Monday Showers . 50- 60 0
9/17 Tuesday Showers 51-65 1
9/18 Wednesday Showers 50- 60 1
9/19 Thursday Heavy rain 50-60 0 Heavy rain
9/20 Friday Heavy rain 50-60 0 Heavy rain
9/21 Saturday
Daysthis week.......................................................... 2
Days previously reported............................................ 0
Total days to date...................................................... 2
CURRENT STATUS
Working Days Specified In Contract................................. 30
" Approved Extension of Time.......................................... 0
Total Authorized Time of Contract................................... 30
Less Working Days Charges............................................ 2
—Working Days Remaining............................................. 28
"Show only extensions approved by letter from Headquarters "'Use negative totals to show overrun in time
Summary of Week's Activities: Notice to Proceed was issued on 9/16/96 and the
contractor started work on 9/17/96. Contractor surveyor staked structures and pipeline
alignment. Private irrigation system, light system and shrubs removed by hand. Special
72" type 2 CB delivered to the site. Weather condi p ns pr ent any further work.
Ron Straka, Project Manager
Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this
statement, otherwise it shall be deemed to have been accepted as correct.
wk-1/RJS/
CITY OF RENTON - PUBLIC WORKS DEPARTMENT
UTILITY ENGINEERING 235-2631
Municipal Building 200 Mill Ave. South, Renton, WA 98055
Contractor: RJC Inc. - Rick Krier
Address: P.O. Box 467
City: Maple State: WA Zip: 98038
Valley
Contract Number Project Name Statement Number
CAG 96-097 High Avenue South Stormwater Outfall 2
Improvement Project
Number of working days charged to your contract for the week ending Sept. 27 1996.
Date Day Weather Condition Working Days Unworkable Day Caused by
Weather or Weather Conditions
9/23 Monday Clear 40-65 1
9/24 Tuesday Clear 42-65 1
9/25 Wednesday Clear 42-65 1
9/26 Thursday Clear 44-67 1
9/27 Friday Clear 45-65 1
9/28 Saturday Clear 45-65 1
Daysthis week.......................................................... 6
Days previously reported............................................ 2
Total days to date...................................................... 8
CURRENT STATUS
Working Days Specified In Contract................................. 30
Approved Extension of Time.......................................... 0
Total Authorized Time of Contract................................... 30
Less Working Days Charges............................................ 8
—Working Days Remaining............................................. 22
"Show only extensions approved by letter from Headquarters '"Use negative totals to show overrun in time
Summary of Week's Activities: Contractor mobilized to the site, installed Special 72-inch
outlet structure, outlet rock, installed HDPE pipe, CDF backfill material installed, 48", type
2 CB#1 installed and associated pipe appurtenances ere also in
on Straka, Pr je- t Manager
Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this
statement, otherwise it shall be deemed to have been accepted as correct.
wk-2/rjs
CITY OF RENTON
..1� Planning/Building/Public Works Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
TRANSMITTAL OMM If soma
C
September 19, 1996
I i
• J
Rick Krier
RJC, Inc.
P.O. Box 467
Maple Valley, WA 98038
SUBJECT: HIGH AVENUE SOUTH STORMWATER OUTFALL
IMPROVEMENT PROJECT(CAG-96-097)
Dear Mr. Krier:
The following material submittals are approved for use on the project:
1. The Outlet Structure (Bid Item No. 11) revised submittal, received on 9/17/96 showing the
pipe knock out centered to the center of the catch basin, is approved for use on the project.
The detail did not specify the spacing between the outlet weir trash rack. The spacing shall
be 4 inches from center to center of the 1" galvanized steel bars as shown on the construction
plans in Detail "G".
2. The Alternate"A"bid item (Bonded Fiber Matrix)revised submittal information, received on
9/13/96 regarding the Bonded Fiber Matrix mix, satisfies the specification requirements
calling for 33% Red'Fescue, 33% Chewing Fescue, and 33% Hard Fescue by weight. The
material is approved for use on the project, however, the City has not determined which of
the two Alternate Bid Items("A" or"B") will be installed. Only one of the Alternate Bid
Items will be installed. You should not order materials until you are notified of the decision
regarding which Alternate Bid Item has been selected for installation. Please notify me when
the alternate bid item for use on the project has to be selected by the City, so that you will
have sufficient time to purchase and have the material delivered to the site to prevent a
project delay.
3. The new air vent assembly material submittal information, received on 9/19/96, satisfies the
specification requirements and is approved for use on the project.
The remaining required material submittal information items#3, #4 and #6 that were identified in
the Conditional Notice To Proceed Letter, dated 9/13/96, have not been received for review and
approval.
Your request to reduce the amount of Controlled Density Fill (CDF) used to backfill the trench
above the pipe from Station 0+00 (CB #1) to where the face of the steep slope (approximately
Station 0+75) is not approved . The construction plans (Detail D) and the specifications (Special
Provision 7.13.3 Installation and Backfill of Buried Piping-Backfil ling at Upper End of Project)
clearly specifies that CDF shall be used to backfill the trench to the point where the pipe daylights
onto the slope. To prevent migration of water within the bedding material or backfill and
potential of sloughing of the slope during compaction, the use of CDF was recommended by the
200 Mill Avenue South - Renton, Washington 98055
ca
Rick Krier, RJC, Inc.
High Avenue South Stormwater Outfall Improvement Project
Page 2
project Geotechnical Engineer in lieu of a permeable granular material. The additional weigh of
the CDF versus the weight of gravel is not as much of a concern as the need to compact gravel.
backfill, which could cause sloughing of the slope. The use of CDF eliminates the need for
compaction. The top I to 2 feet of the trench can be backfilled with top soil in the landscaped
areas, or gravel backfill, crushed surfacing top course and asphalt in the paved road and gravel
parking areas.
We are requesting you to provide a plan and description of how the CDF will be poured at the
face of the slope and formed to prevent the CDF from flowing down the slope. The CDF to be
used in the first 20 feet from the face of the slope is zero slump or lean mix. Will you need to
install forms in the trench at the face of the slope? If so, please provide a plan and description
showing how you propose to install and support the forms. Please provide the requested
information prior to installing the CDF.
Please be advised that payment will not be made for work on bid items or installation of materials
without prior approval. You would also be required to remove any non-approved material and
install approved material at your own expense.
If you have any questions, please contact me at(206)277-5548.
Sincerely,
Ronald J. Straka, P.E., Utility Engineering Supervisor
Surface Water Utility
H:DOCS:96-612:RJS:ps
CC: Ron Olsen
Mark Wetherbee
Bruce Jensen
•�• ,._ • CITY*OF RENTON
ter.. . .
..� � Planning/Building/Public Works Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
September 13, 1996
Rick Krier
RJC, Inc.
P.O. Box 467
Maple Valley, WA 98038
SUBJECT: HIGH AVENUE SOUTH STORMWATER OUTFALL IMPROVEMENT
PROJECT CAG 96-097 NOTICE TO PROCEED- CONDITIONAL
Dear Mr. Krier:
Enclosed for your records is one original and one copy of the fully executed contract documents
for the High Avenue South Stormwater Outfall Improvement Project (CAG 96-097). Your first
working day shall be September 16, 1996. As specified in the executed contract documents you
are required to start work within 5 working day (by September 20, 1996), and shall complete
work on the project within 30 working days. The day before starting work, please notify the City
Inspector, Mark Wetherbee (999-1829) that you will be starting work on the project. You are
authorized to proceed with work on the project, subject to the following conditions.
Work on the following items or the installation of the following materials are not authorized until
the following requirements are satisfied:
1. The Outlet Structure (72-inch, type 2 catch basin)(Bid Item No. 11) knock out should be
centered to the center of the catch basin instead of having an offset knock out as shown on
the submitted catch basin shop drawing. Please submit a revised shop drawing with a
centered knock out for approval prior to purchasing and installing the Outlet Structure.
2. The Alternate "A" bid item (Bonded Fiber Matrix) submittal information regarding the
Bonded Fiber Matrix mix does not meet the specification requirements. The special
provisions section 8-32 of the specifications calls for Red Fescue, Chewing Fescue and Hard
Fescue. The submittal information indicates that you are proposing to use Chewing Fescue,
Birdsfoot Trefoil, and Tall Fescue Please provide submittal information that satisfies the
specifications, or provide information showing that the proposed mix is equal to or better than
the specified Bonded Fiber Matrix mix.
3. A sample of the material for Alternate"B" bid item (Impermeable Synthetic Liner) that you
propose to use along with information about the materials specifications shall be submitted
and approved prior to installation. Prior to installation a plan showing how the liner will be
installed shall also be required. Please note that the City has not determined which of the two
Alternate Bid Items ("A" or"B") will be installed. Only one of the Alternate Bid Items will
be installed. You should not order materials until you are notified of the decision regarding
which Alternate Bid Item has been selected for installation.
4. The Controlled Density Fill (CDF) mix submittal specification is different than the
construction contract specifications. Stoneway concrete's specification for CDF calls for
more aggregate and less cement than contract specifications. Since the actual amounts of the
CDF mix material varies from the contract specifications, you need to show that it will work
200 Mill Avenue South - Renton, Washington 98055
Page 2
September 13, 1996
using trial mix data or field test results for proper strength, workability, consistency and
density for approval by the engineer prior to installation as required in special provision
section 9-03.22(2)and 9-03.22(3).
5. The submitted air vent assembly information indicated that a 1-inch SDR 11 vent pipe would
be used, but the table submitted does not show a F diameter pipe. The table only shows a 2-
inch diameter pipe. If a 2-inch diameter air vent pipe is proposed then a plan showing how it
will be installed and supported in Catch Basin #1 (48-inch type 2 catch basin). Please
indicate which diameter of pipe for the air vent assembly is proposed for use on the project.
6. The eccentric reducer material information was not included with your information submittal.
One of your submittals refer to an Orifice Plate, but it is unclear if this is intended to be for
the eccentric reducer or for the pipe anchor assembly. Please provide clarification regarding
the material you propose to use for the eccentric reducer.
Please provide a written response to the above items. Again, work on these above bid items or
installation of the material listed above is not approved until the requested information is
submitted for review and approval. If the above material and work is performed prior to
approval, payment will not be made for the work and material. You could be required to remove
the non-approved material and install approved material at your own expense.
Also enclosed is a copy of the.approved traffic control plan for the'project and a copy of the
preconstruction conference meeting minutes.
Sincerely,
44114
Ronald J. Stra a, P.E.,Utility Engineering Supervisor
Surface Water Utility
H:DOCS:96-592:RJS:j s
cc: Mark Wetherbee
Bruce Jensen
CITAOF RENTON
..il Planning/Building/Public Works Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
SURFACE WATER UTILITY
CONSTRUCTION NOTICE
High Avenue South Stormwater Outfall Improvement Project
September 13, 1996
Dear Resident / Property Owner:
The City of Renton Surface Water Utility will be improving an existing storm system
outfall pipe located at the dead end portion of High Avenue South (525 High Avenue
South). The project will consist of replacing an existing 12-inch storm pipe and catch
basin with a new 48-inch catch basin and approximately 450 linear feet of 18-inch and
16-inch High Density Polyethylene storm pipe. The new storm system will run from
the top of the hill down the steep slope to the north and into a outlet structure. The
project is being done to replace the existing storm system and to reduce the risk of
landslide hazards due to stormwater being discharged at the top of the steep slope.
The project is being funded by the City of Renton Surface Water Utility.
Construction is expected to BEGIN on September 16, 1996, or shortly thereafter, and
is scheduled to be completed by October 28, 1996.
Construction will occur on the west side High Avenue South, north of South 6th
Street. The west lane of High Avenue South at 525 High Avenue South will be
temporarily closed during construction. Construction hours will be from 7:00 AM to
5:00 PM.
The construction contractor, RJC, Inc., will notify you at least 24 hours in advance of
construction adjacent to your property. Driveways may be temporarily blocked during
working hours, but access will be restored by the end of each working day.
If construction will conflict with utility service you will be notified and the temporary
interruption will be rectified as soon as possible. Please notify the Surface Water
Utility if you lose utility service during construction without being given prior notice.
The Surface Water Utility and the contractor will work at keeping you informed of new
developments and appreciate your cooperation in this matter.
If you have any questions or concerns, please call the City of Renton Surface Water
Utility, Ron Straka, (206) 277-5548, or Rick Krier, RJC, Inc. at (206) 432-5453 (Bus.)
(206) 406-1645 (Cell.)
Thank you.
H:DOCS:96-593:RJS:js
200 Mill Avenue South - Renton, Washington 98055
9 This paper contains 50%recycled material,20%post consumer
r • CITY OF RENTON
HIGH AVENUE SOUTH STORMWATER OUTFALL IMPROVEMENT PROJECT
PRECONSTRUCTION CONFERENCE
MEETING MINUTES
Issue Date: September 13, 1996
Meeting Date: September 10, 1996
Location: City of Renton Municipal Building
1st Floor Conference Room
Present:
City Project Manager: Ron Straka (206) 277-5548 FAX (206) 235-2541
City Inspector: Mark Wetherbee (mobile # 999-1829) 235-2529
Entranco Engineers Bruce Jensen (206) 454-5600 FAX (206) 454-0220
Wastewater Maintenance John Thompson (206) 235-2566
Fire Prevention Corey Thomas (206) 235-2524
Parks Department Leslie Betlach (206) 277-5549
Parks Department Al Dieckman (206) 277-5521
RJC, INC. (CONTRACTOR)
Project Manager/Owner: Rick Krier (206) 432-5453-Business
(206) 995-3972-Pager
(206) 406-1645-Cellular
(206) 413-8903-Emergency
Foreman: Jerry Hastart (206) 432-5453 Business
(206) 920-2625-Cellular
(206) 907-1681-Pager
(206) 639-7688-Emergency
**** MINUTES ****
A. INTRODUCTION OF PARTICIPANTS
1 . See meeting attendance record above.
B. GENERAL PROJECT DISCUSSION:
1 . Scope
Ron Straka gave a brief overview of the scope of the project.
2. Contract Number and Date
CAG-96-097. The contract is currently in the process of being executed by the
Mayor.
3. Starting Date and Working Days
High Avenue South Stormwater Outfall Improvement Project
Preconstruction Meeting Minutes
Page 2
A total of 30 working days are allowed after notice to proceed is issued. The
notice to proceed is to be issued on September 16, 1996.
4. Completion Date
If no unworkable days are incurred, the project completion date would be
October 28, 1996.
5. Normal Working Hours.
Work hours for hauling in right-of-way is 8:30 AM to 3:30 PM. Construction
hours are any consecutive 8 hours between 7:00 AM to 5:00 PM. All work
hours are Monday through Friday, Saturday by approval only, and no Sundays
or holidays. Any changes to work hours must have prior approval from the City
of Renton.
C. PRIVATE UTILITIES, AGENCIES & OTHERS:
1 . U.S. West Communications (Frank Forrest)
• Did not attend.
2. Puget Sound Power & Light Co. (Karen Sharp)
• Did not attend.
3. TCI Cable of Washington (Terri Delornzo)
• Did not attend.
4. Washington Natural Gas (Tom Ling)
• Did not attend.
5. Mr. & Mrs. Morse
• Did not attend.
• Contractor will call for locates prior to excavating. A meeting with the property
owner (Mr. & Mrs. Morse) to discuss the construction sequence prior to work
starting.
• The contractor is responsible for any damage to private utilities.
D. FIRE PREVENTION:
1 . Call 911 (from local telephone to get Renton dispatcher) at least 24 hours in
advance of any work in the right-of-way. Let them know where the
construction area is as the project proceeds.
High Avenue South Stormwater Outfall Improvement Project
Preconstruction Meeting Minutes
Page 3
If you use a cellular telephone, call 854-2005 to get the Valley Dispatcher.
(Cellular calls to 911 go to State dispatcher in Bellevue, doesn't cover work in
our ROW.)
2. Any temporary on-site fuel supplies must be permitted through Fire Prevention.
None proposed by the contractor.
3. Maintain minimum 20 foot street width at all times for emergency equipment
access.
4. Any shoring and temporary steel plating must be able to support weight of
emergency equipment in all types of weather.
5. Keep the area around the hydrant clear of any equipment and debris so the Fire
Department could reach it during an emergency, especially during non-working
hours.
If a fire hydrant is out of service, put a burlap bag over it and notify the Fire
Department.
6. Any oil, fuel, or other hazardous material spill is to be reported as soon as
possible to alert Fire Department so that spill containment measures can be
implemented.
E. PARKS DEPARTMENT:
1 . Access through the NARCO site at the bottom of the hill to the area where the
outlet structure is located, shall be coordinated with the City Parks Department.
• The contractor will put a City lock provided by John Thompson (235-2566) or
the Parks (Al Dieckman 277-5521) and lock gate for the duration of the project.
• Leslie Betlach indicated that it is important that the planting around the outlet
structure at the bottom of the hill be done as soon as possible once work in the
area is completed.
• The Contractor will access the location of the outlet structure by driving up
along the hillside to the existing skid road that leads to where the outlet
structure is to be located. The Contractor shall not drive backhoe equipment on
the asphalt pavement. If the pavement is damaged due to this, the Contractor
shall be responsible for repairing the pavement at no additional cost to the City.
F. TRANSPORTATION:
1 . "Manual On Uniform Traffic Control Devices" (MUTCO) shall be followed for
routing traffic.
2. Contractor shall file a Traffic Control Plan. Obtain form at 4th floor service counter,
fill out, have reviewed and approved by Transportation Systems (Bryson Huie 277-
6222 or June Aesquivel 277-6222). Traffic plan must be approved prior to starting
construction. One lane must be kept open at all times to maintain access for
residents and emergency vehicles.
3. Call 911 (from local telephone to get Renton dispatcher) at least 24 hours in
advance of any work in the right-of-way. Let them know where the construction
area is as the project proceeds.
•
High Avenue South Stormwater Outfall Improvement Project
Preconstruction Meeting Minutes
Page 4
4. Contractor shall notify affected property owners at least 24 hours prior to blocking
access to their property. Blockage may only occur during construction hours and
should be minimized. Access to properties shall not remain overnight and shall
provide immediate access for emergency vehicles.
5. Contractor shall not leave trenches open over night.
6. Truck hauling is limited to the hours of 8:30 AM to 3:30 PM on arterial streets.
• The Contractor indicated that if the gate at the top of Renton Hill (Beacon Way)
could be opened that it would be the best route to bring in his equipment. The
Contractor will coordinate with John Thompson and the inspector as to when
the gate could be opened.
6. Lane closures by 28" minimum reflectorized traffic cones, 36" barrels would be
preferred.
7. Prior to closing one lane, access would need to be provided to affected residents.
G. WATER:
1 . Water service to residents is not expected to be disturbed during construction.
Contractor will inform City if any breaks in service occur. City will do repairs. A
water main is located approximately 10 feet south of CB #1 .
2. Support existing main during construction, do not damage. Compact backfill below
or near the water main so it is supported and does not settle. Maintain a minimum
12-inch vertical separation.
3. Call 911 if the water main needs to be shut off (emergency only). For all other
water mains or valve shut off's, call Renton Water Department at 235-2646.
Discuss and inform City inspector before calling.
4. If you want to get a hydrant meter to use water during construction, you need to
fill out an application, pay a deposit, and get the meter from the City Shops (see
attached instructions). Hydrants cannot be used unless a hydrant meter and
backflow prevention valve is installed on the hydrant.
H. SANITARY SEWER:
1 . Sanitary Sewer Service to residents is not expected to be disturbed during
construction. A sewer line is located to the south of CB #1, approximately 15 feet
away. Contractor is to protect the existing sanitary sewer main from damages
during construction.
2. There may be side sewers along the route, but not likely. The contractor shall be
careful during excavation to prevent damage to potential side sewers
3. When side sewers are encountered, the Contractor must provide support and keep
them in service. If side sewer is damaged, Contractor must replace with material
meeting current City standards and provide temporary service during
reconstruction.
I. STORM:
1 . Contractor is required to maintain the operation of the existing drainage system
during the project. A temporary stormwater bypass system is required to convey
flow through the construction site. The bypass storm system shall be sized
sufficiently to prevent surcharging.
High Avenue South Storm at r Outfall Improvement Project •
Preconstruction Meeting Minutes
Page 5
• The contractor proposes to keep the existing storm system in service until the
pipe is ready for installation. The existing storm system will be removed from
service and in the same day, the new line will be installed. This will be done
when the weather window indicates that there will be at least two consecutive
days without rain. A 6 inch diesel pump will be on-site during this period to
pump flows around the construction area in the event that it rains prior to
getting the new storm line installed. The Contractor would be required to keep
a person on-site 24-hours for pump operations until the new line is installed
after the existing line is removed.
2. Provide a work plan to the City showing the proposed construction sequence and
how drainage will be maintained.
• The contractor provided a project schedule at the preconstruction conference
which showed work being completed by September 30, 1996 assuming work
starts on September 16, 1996 and there are no approved non-working days.
3. Contractor is responsible for locating and potholing all existing utilities in advance
of pipe installation to verify that the required vertical and horizontal clearances
exist. Notify the Inspector/ City of any vertical conflict or differences from the
plans prior to proceeding with construction.
4. Good erosion control measures are to be exercised at all times. Prevent erosion of
sediment from the steep slope in the construction area.
• The contractor may need to cover the open trench at the top of the hill over
night to prevent erosion of the construction area if it rains. The area should be
protected from erosion at all times once the area is cleared.
5. All pipes and materials shall be per approved plans and specifications.
6. Backfill shall be compacted to at least 95% of maximum density at the top of the
hill. Compaction at the outlet structure is 90% of maximum density. Very
important to get good compaction to avoid settlement and to anchor the pipe at the
top of the hill. Excavation and backfilling at the top of the hill should be done with
extreme care to prevent landslide and safety hazards.
The City inspector may require compaction test any time if the inspector
determines that compaction requirements are not being met.
7. City wants a nice smooth grouting of joints inside the CB's.
8. The contract will salvage the existing CPEP pipe that currently runs down the hill
for City removal from the job site at the end of the project.
J. GENERAL REQUIREMENTS
1 . Contractor must call 277-5570 for City inspection before 3:00 PM on the
previous day. Overtime takes special authorization and scheduling in advance.
Pay schedule is $50 per hour for overtime.
2. Keep streets clean. Truck washing and other measures as approved are
required for the duration of the project. Provide whatever measures necessary
for cleanup and dust control during job and at night.
High Avenue South Stormwater Outfall Improvement Project
Preconstruction Meeting Minutes
Page 6
3. Change orders (CO). Make sure CO is approved before the work is started or
the Contractor will not be paid.
4. Differing site conditions. Notify the contracting agency immediately of different
site conditions.
5. Quantity variations. Payment will be made at the unit bid prices unless the total
quantities are increased or decreased more than 25 percent from the original bid
quantity.
6. The storm line and catch basins must be inspected prior to being backfilled.
7. The Contractor shall keep as-built drawings. All changes shall be shown on as-
builts. As-builts shall be per City specifications. All side sewers, water
services, water mains, sewer mains and private utilities shall be as-built if
encountered during the installation of the catch basins and storm line. As-built
drawings must have a P.L.S. stamp
8. Any field changes shall be discussed with the project inspector and the project
engineer:
9. Items to be posted on-site. The Contractor is responsible for posting required
notices including the following:
a. One copy of approved Statement of Intent to Pay Prevailing Wages
(Prime & Subs).
b. One copy of prevailing wage rates for the project.
10. Prevailing or state wage rates. The Contractor is to pay prevailing wage rates.
11 . Certified payroll is requried and shall be provided to the contracting agency if
requested. Wage rate interviews may be conducted periodically.
12. The prime contractor's supervisor or foreperson must be on-site at all times
when work is progressing.
13. Other
a. Call to locate utilities at least 2 working days before excavating (1-800-
424-5555).
b. Haul legal loads.
d. Keep a set of approved drawings and specifications on-site at all times
(the ones with the City stamp and signatures).
K. DRAWINGS
1 . Two (2) full scale sets have been provided to the Contractor. Work shall be
done in accordance with the approved construction unless changed through a
change order.
t
High Avenue South Storm at r Outfall Improvement Project •
Preconstruction Meeting Minutes
Page 7
L. SPECIFICATIONS
1 . Work shall be done in accordance with the construction contract document
specifications and plans. If any inconsistencies in the parts of the contract are
identified, they shall be resolved in the order of precedence identified in Section
1.04.2 of the Special Provisions.
2. Notifications and Coordination with the public. It is very important that the
Contractor provide notifications in the time frame required. Any communication
with the public must be in a courteous manner.
3. Work on Private/Public Properties; Coordinatiossn
The Contractor is responsible for site security and notifying adjacent property
owners when necessary. Restoration is to be done to the satisfaction of the
property owner in accordance with the contract documents (Special Provisions
Section 1 .07.16). The Contractor shall provide property owners with 24 hour
notification prior to performing work that will block property owner driveways.
4. Plantings
The Contractor will be responsible for the plantings during the 1 year guarantee
period.
• The Contractor is responsible for restoring the site to conditions equal to or
better than they existed prior to the project. It is important that the private
property is restored to the property owner's satisfaction.
M. SAFETY
1 . Hard hats will be worn at all times by all people on the job unless in equipment
with certified BOPS.
2. Safety and Health Requirements (OSHA/WISHA). The Contractor shall be
responsible for compliance with all provisions of safety and health standards
and codes.
N. SUBMITTALS, REPORTS, AND CORRESPONDENCE
1 . Materials must be submitted and approved prior to placement on job.
2. All shop drawings must be submitted to Renton.
3. All records, reports, and correspondence should go through the prime contractor
to the City of Renton, including pay estimate invoices. The results of all
sampling and testing must be delivered to the Engineer as soon as possible.
4. Form and Timing for Submittals. Timing for submittal varies. Carefully check
the contract for the required timing. Submittals are to be made using
i
High Avenue South Stormwater Outfall Improvement Project •
Preconstruction Meeting Minutes
Page 8
contracting agency provided forms, Washington State Department of
Transportation forms, and/or other formats as approved by the Engineer.
5. Description of required forms. The Contractor is responsible for completing
required forms including the following:
a. Certified weekly payrolls (Prime and Subs) to be provided upon request.
b. Monthly utilization (Prime and Subs) to be provided upon request.
C. Intent to Pay Prevailing Wages must be approved by L&I and received by
City prior to any pay schedule being completed
d. Affidavit of Wages Paid (Prime and Subs) must be received by City
before retainage is released.
O. COORDINATION MEETINGS
1 . Select time, date, and place of weekly meetings to review progress, submittals,
testing, pay quantities, etc.
• No weekly meeting will be necessary. The Contractor and City inspector
will communicate daily when work is in progress. A meeting will be
scheduled only if it is determined necessary by the Contractor or the City.
P. INSPECTION
1 . CALL FOR INSPECTION BY 3:00 PM ON THE DAY BEFORE YOU START WORK.
2. Mark Wetherbee is the City Inspector on the project (Cellular Telephone
# 999-1829)•
a. SURVEYING AND AS-BUILT
1 . Provide Project Manager with two (2) copies of all survey information used to
establish line, grade, elevations, and locations prior to or within one (1) day of
the work
• The Contractor shall have the project surveyor stake the structures with offset
cut stakes and provide pipeline off set cut stake for inspection by the City prior
to starting excavation. Survey as-built information shall be done in accordance
with the contract specifications.
High Avenue South Storm.r Outfall Improvement Project •
Preconstruction Meeting Minutes
Page 9
R. PAY ESTIMATES
1 . Progress payments will be made monthly.
2. The Contractor requested monthly payment by invoice by the 3rd Monday of
each month. The City will use the cut off date that best meets this schedule.
• The Contractor indicated that since the project will be done relatively fast that
only the final pay estimate may be submitted. It was recommended that one
partial pay estimate be paid after a majority of the work had been completed
and then the final pay estimate, which has to have City Council approval, would
be processed. The Contractor would then not have to wait for the completion
of the Council approval process before receiving some payment for work
completed.
3. Some lump sum items require supporting invoices be submitted prior to
payment. Any unpaid balance not supported by invoices will be paid at the end
of the job. Other lump sum items are generally based on percent completed.
4. Weight tickets shall meet the requirements of Section 1-09.1 of the
supplemental specifications or payment will not be made.
H:DOCS:96-598:RJS:ps
CC: All present
CITY OF RENTON
HIGH AVENUE SOUTH STORMWATER OUTFALL IMPROVEMENT PROJECT
PRECONSTRUCTION MEETING AGENDA
A. INTRODUCTION OF PARTICIPANTS
B. GENERAL DISCUSSION OF PROJECT
C. PRIVATE UTILITIES, AGENCIES AND OTHERS.
D. FIRE PREVENTION
E. PARKS DEPARTMENT
F. TRANSPORTATION
G. WATER
H. WASTEWATER
I. STORM
J. GENERAL REQUIREMENTS
K. DRAWINGS
L. SPECIFICATIONS
M. SAFETY
N. SUBMITTALS, REPORTS AND CORRESPONDENCE
0. COORDINATION MEETINGS
P. INSPECTION
Q. SURVEYING AND ASBUILT INFORMATION
R. PAY ESTIMATES
PRECONAG.DOC
CITY OF RENTON •
Y PUBLIC WORKS DEPARTMENT
235-2631
♦ MU + PRECONSTRUCTION CONFERENCE
DATE: September 10. 1996
1vT TIME: 1:30 PM
PLACE: City Hall Ist Floor
Conference Room
OWNER/CONTRACTOR OR SUBCONTRACTOR/NAME OF PROJECT:
OWNER/CONTRACTOR Owner: CITY OF RENTON Contractor: RJC,INC.
CONTRACTOR ADDRESS: P.O. BOX 467 MAPLE VALLEY, WA 98038
PHONE: (206)432-5453 FAX NO: (206)432-5589 CONTACT: RICK KRIER
(Pager 995-3972)
NAME OF PROJECT: High Avenue South Stormwater Outfall Improvement Project
INSTALLATION: 16"and 18"HDPE storm sewer pipe
LOCATION: To the north of 525 High Avenue South
PROJECT COORDINATOR: Ron Straka Ph No.: (206)277-5548; Fax No.: (206)235-2541
PLEASE CHECK DEPARTMENTS TO BE NOTIFIED AND SPECIFY PERSON TO ATTEND:
PUBLIC WORKS DEPARTMENT
® Utility Plan Review Neil Watts
® Water Utility Lys Hornsby
® Wastewater Utility David Christensen
❑ Surface Water Utility Ron Straka
® Transportation Systems Karl Hamilton
® Maintenance Services Division Jack Crumley
® Customer Services P.I.C. Dee Beedle
® Construction Services Mark Wetherbee
® FIRE PREVENTION Corey Thomas
❑ POLICE DEPARTMENT
® PARK DEPARTMENT Leslie Betlach
❑ BUILDING DEPARTMENT
® OTHER Clint& Shelly Morse Ph.# 235-1581
OUTSIDE DEPARTMENTS: [ ] CONTRACTOR TO NOTIFY
❑ ALL ASSOCIATED CIVIL CONTRACTORS FAX
❑ Department of Transportation (Sam Richard) 440-4736 440-4806
® U.S. West Communications(Frank Forrest) 345-2968 872-5434
® Puget Sound Power& Light Co. (Karen Sharp) 454-6363 x-6327 (206)462-3407
❑ Seattle City Light 684-3076
® TCI Cable of Washington(Terri DeLomzo) 433-3434 433-5103
® Washington Natural Gas Company(Tom Ling) 287-3860 287-3869
❑ METRO- Bus Routes(Mary Malcolm) 684-2732 684-2686
❑ Renton School District(Kevin Olson) 204-4455 243-3350
❑ Waste Management Rainier(Steve Aiton) 243-4050 255-8607
❑ King County Inspection 244-0770
® Bruce Jensen, Entranco Engineering: 454-5600 454-0220
H:DOC S:96-563:RJS:ps
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" 0 CITXOOF RENTON
R..Il Planning/Building/Public Works Department
J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator
August 29, 1996
Rick Krier
P.O. Box 467
Maple Valley, WA 98038
SUBJECT: HIGH AVENUE SOUTH STORMWATER
OUTFALL IMPROVEMENT PROJECT
Dear Mr. Krier:
Enclosed are two revised original copies of the bond to the City of Renton for execution. The
bond has been revised to reflect the correct awarded contract amount of $80,983.10. The
previous original bond documents provided to you had an error in the awarded contract amount.
Please provide two signed contract bonds prior to when the contract will be approved, which is
estimated to be September 9, 1996. I will proceed with submitting the final contract documents
for review and approval by the City Attorney and Risk Manager. The contract will not be
processed for final execution by the Mayor until the revised bond has been received.
I apologize for the inconvenience due to the erroneous information that was provided to you. I
sincerely appreciate your prompt response to this matter. If you have any questions, please
contact me at(206)277-5548.
Sincerely,
Ronald J. S Vraka,P.E., Utility Engineering Supervisor
Surface Water Utility
H:DOCS:96-554:RJS:ps
Enclosure
CC: Ron Olsen
200 Mill Avenue South - Renton, Washington 98055
0 This paper contains 50%recycled material,20%post consumer
CITY OF RENTON
Planning/Building/Public Works Department
Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator
August 13, 1996
Rick Krier
RJC, Inc.
P.O. Box 467
Maple Valley, WA 93038
SUBJECT: HIGH AVENUE SOUTH STORMWATER OUTFALL PROJECT
Dear Mr. Krier:
The Surface Water Utility has reviewed your low bid of $80,938.10 for the subject
project and has recommended that the City Council award the bid to your firm. The
bid was awarded by the City Council on August 12, 1996. The City Clerk will send
you a letter notifying you of the bid award.
We would like you to submit the required information, execute the contract, and be
able to start construction as soon as possible.
Please submit the following information as soon as possible so I can prepare the
contract documents:
1 . A list of names, addresses, phone numbers, and emergency phone numbers for:
Responsible Officer, Job Foreman, and Bonding Agent.
2. Corporation letter or Resolution giving names of those authorized to sign the
contract and samples of their signatures.
3. Five photo copies of current State Contractor's License (not master license).
4. Five photo copies of current City of Renton Business License.
5. Two signed contract bonds on City of Renton forms (included), UNDATED. The
date will be filled in when signed by the Mayor.
6. Two signed contracts also UNDATED (included).
7. One Insurance Information Form and one Endorsement form (included).
8. One Certificate of Insurance for 1996. Please add the City of Renton and
Entranco Engineering as additional insured.
9. The insurance policy declaration pages of all required insurance policies obtained
from the insurance carrier.
200 Mill Avenue South - Renton, Washington 98055
RJC, Inc.
High Avenue South Stomuater Outfatt
Page 2
After you submit the contract information, we will need the following information to
review and approve before the Notice to Proceed is issued.
1 . Provide information on the specifications and proposed source of all material
that will be used in the project (e.g. pipe, crushed surfacing, riprap, imported
backfill, catchbasins, fittings, asphalt, etc.) showing that the proposed material
meets the project specifications. I will also need a list of any subcontractors
that you may have working on the project.
2. f Bid Item 1 - Work Plan, Mobilization Plan, as noted in the bid item. The work
plan should also include a progress schedule showing the proposed order of
work and starting and completion dates of major phases of the work per
Standard Specification section 1-08.3.
3. Bid Item 2 - Identify the surveying firm/surveyor and a letter showing that the
surveyor is licensed in the State of Washington.
4. Bid Item 3. - Temporary Erosion Control and Stormwater Bypass Contingency
Plan.
5� Bid Item 4 - Traffic Control Plan.
6.1"' Bid Item 9, 11 - Catch basin shop drawings.
7. Bid Item 12 - Source and catalog cut for the HDPE pipe.
8. Bid Item 7,8 - Sources for pit material to meet the specifications and ACP mix
design. Use the WSDOT RAMS form.
9. Bid Item 14 - Grass and Planting type and source for landscape / property
restoration.
10 Bid Item 15 - Fence Material type and grade.
11. In addition, detail how you will place Control Density Fill and provide a shoring
plan.
12. Alternate "A" and "B" Material Suppliers.
Included are two copies of the project bid document and the full size plans for your
use. Please call me if you need additional copies. If you have any questions you can
contact me at (206) 277-6192.
`Sincerely,
Mike Dotson, Engineering Specialist
Surface Water Utility
H:DOCS:96-520:MDD:ps
Attachments
CC: Ron Straka
" CIT`*OF RENTON
City Clerk
Jesse Tanner,Mayor Marilyn J.Petersen
August 13, 1996
Kerry Krier
RJC Inc.
PO Box 467
Maple Valley, WA 9803 8
RE: High Ave. S. Stormwater Outfall Improvement Project, CAG-96-097
Dear Mr. Krier:
At its regular meeting on August 12, 1996, the Renton City Council accepted your low bid for the
above-referenced project in the amount of$80,983.10, including 8.2% sales tax.
Please contact Ron Straka, Project Manager, for submission of required documents to complete
the contract. These may include proof of City and State business licenses, undated performance
bond, and insurance certificates.
Sincerely,
Brenda Fritsvold
Deputy City Clerk
/bf
cc: Ron Straka- Project Manager
cAbidsUowbid
200 Mill Avenue South- Renton, Washington 98055 - (206)235-2501
0 This paper contains 50%recycled material,25%post consumer