HomeMy WebLinkAboutSWP2702959_2CITY OF RENTON
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Kathy Keolker-Wheeler, Mayor
September 1, 2005
Frank Coluccio, President
Frank Coluccio Construction Co.
9600 M.L. King South
Seattle, WA 98118-5693
Planning/Building/PublicWorks Department
Gregg Zimmerman P.E., Administrator
SUBJECT: FRANK COLUCCIO CONSTRUCTION COMPANY LETTER OF
APPRECIATION - SW 7TH STREET DRAINAGE IMPROVEMENT PROJECT
PHASE II — LIND AVE SW TO MORRIS AVE S
Dear Mr. Coluccio:
This letter is to acknowledge the outstanding work of the Frank Coluccio Construction Company on
the SW 7`h Street Drainage Improvement Project Phase II. We especially want to recognize the
excellent work of Scott Clemons and Jim Burke on the project. Both Mr. Clemons as Project Manager
and Mr. Burke as Project Foreman did an excellent job coordinating with City staff and local
businesses. They were very responsive and professional when interacting with businesses and citizens
impacted by the project and in addressing construction conflicts in timely manner.
During construction, several issues needed immediate responses including the discovery of
contaminated soil in the pipe trench and a potential utility conflict with Vault No. 3. In both instances,
Mr. Clemons took the initiative by quickly re -allocating manpower and equipment to other parts of the
project, while working with the City and affected utilities on reasonable recommendations and
solutions. As a result, construction delays and downtime were minimized, saving the City additional
costs.
As foreman, Mr. Burke's knowledge in construction methods and techniques were evident throughout
project construction. The project involved many technically challenging elements including a
substantial amount of dewatering, deep trench excavation, many utility crossings, working with large
diameter concrete pipe and large vault structures in a high traffic volume area. Mr. Burke's ability to
effectively deal with these challenges kept the project on schedule and resulted in a high quality
product. The City's Maintenance Division made special note of the quality of construction during the
final walk-through.
I would like to extend our appreciation to the Frank Coluccio Construction Company for a job well
done and to recognize Mr. Clemons and Mr. Burke for their good work. Thank you for making the
SW 7th Street Drainage Improvement Project Phase I1 a success.
Sincerely,
Ron Str , P.E.
Surface Water Utility Supervisor
cc: Lys Hornsby, P.E., Utility Systems Director
Allen Quynn, P.E., Surface Water Utility Engineer
RTile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Imp=ement Project\1003
1055 South Grady Way - Renton, Washington 98055 l k IL 1N 1 V 1N
® This paper contains 50 % recycled material, 30 % post consumer AHEAD OF THE CURVE
g
Jesse Tanner, Mayor
July 10, 2003
Mike Hickey
D.D.J. Construction
11301 186th Ave. S.E.
Issaquah, WA 98027
CITY OF RENTON
Planning/Building/PublicWorks Department
Gregg Zimmerman P.E., Administrator
SUBJECT: SW 7TH STREET DRAINAGE IMPROVEMENT PROJECT - PHASE I
MORRIS AVE. S. TO BURNETT AVE. S.
Dear Mr. Hickey:
The Surface Water Utility has reviewed your low bid of $305,293.34 for the project and has
recommended that the City Council award the bid to your firm. The bid award recommendation has
been sent to the Council for the July 14th consent agenda. I will let you know after the Council
awards the bid, and the City Clerk will send you a letter with the official bid award.
For Contract
Please submit the following information as soon as possible so I can prepare the contract documents
for signature by you and the Mayor:
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 photocopies of your current State Contractor's License (not master license).
4. Five photocopies 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. One Affidavit of Compliance (included).
7. Two signed contracts also UNDATED (included).
8. One Insurance Information Form and one Endorsement form (included).
1055 South Grady Way - Renton, Washington 98055
® This paper contains 50 % recycled material, 309% post consumer
RENTON'
AHEAD OF THE CURVE
Page 2
July 10, 2003
9. One Certificate of Insurance for 2003. Please add the City of Renton as additional insured. In the
Cancellation section of the standard ACORD Certificate of Insurance form the "...Failure To Mail
Such Notice..." section must be struck out or modified per the City form (see attached example).
10. The insurance policy declaration pages of all required insurance policies obtained from the
insurance carrier.
For Construction
After you submit the contract information, I will need the following information to review and
approve before construction can start. I would like to have most of it before we schedule a pre -
construction conference.
1. Provide information on the proposed source and specifications of all materials that will be used in
the project (e.g. pipe, catch basins, crushed surfacing, riprap, rock, bank run gravel, gravel
borrow, asphalt, etc.), showing that the proposed material meets the project specifications, per
Standard Spec. 1-06.1.
2. Bid Item 1 - The Work Plan, which includes the following items as noted in the bid item.
A. Proposed construction schedule and construction sequence for the project. A detailed
bar chart type of schedule should be submitted.
B. Mobilization Plan.
C. Temporary Erosion Control Plan.
D. Traffic Control Plan (City's Standard Traffic Control Plan Application included).
Please call Jun Aesquivel at 425-430-7301 if you have any questions.
E. Dewatering Plan
F. Shoring Plan
G. Storm Bypass Plan
H. Street Cleaning and Sweeping Plan.
3. Bid Items requiring compaction testing. Include name of firm that will be doing the work, their
experience, recent jobs, references, and equipment.
4. Bid Item 2 - Construction Surveying. Identify the surveying firm/surveyor and a letter showing
that the surveyor is licensed in the State of Washington.
5. Bid Item 36 - Television Inspection. Include name of firm that will be doing the work, their
experience, recent jobs, references, and equipment.
Enclosed are 3 copies of the bid specifications, full size plans, and reduced plans for your use. Please
call me if you need additional copies.
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage
Improvement Project\1003 Contracts\Contractor award.doc\AQ\tb
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Page 3
July 10, 2003
Please let me know when you would like to have the pre -construction conference. I think the last
week in July or the first week in August would be a good time. I will need to notify the private
utilities and City Inspector so there should be a lead-time of at least one week before the conference.
If you have any questions please call me at (425) 430-7247.
Sincerely,
Allen Quyn , P. ., :Project Manager
Surface Wa er tili
Enclosures
cc: Ron Straka,
Steve Pinkham
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage
Improvement Project0003 Contracts\Contractor award.doc\AQ\tb
.4
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE:
TO:
FROM:
//y Y11--
STAFF CONTACT:
SUBJECT:
July 9, 2003
Bonnie Walton, City Clerk
Ron Straka, Surface Water Utility Supervisor
Allen Quynn, Project Manager (X-7247)
SW 7 h Street Drainage Improvement Project Phase I — Morris Ave.
to Burnett Ave. S. Construction Contract Bid Award
The bid opening for the subject project was held July 8, 2003, at 2:30 p.m. Seven (7) bids were
submitted. The Engineer's Estimate for the project is $305,058.88.
The low bid for the project is $305,293.34 from D.D.J. Construction Co., Inc. Surface Water Utility has
reviewed all the bids for completeness, inclusion of all required forms, bid bond and mathematical
correctness. No mathematical errors were found in the low bid. All other paper work was in order. The low
bid of $305,293.34 (including sales tax) is within the project budget of $653,000.
The low bid meets the following conditions of award:
1. The low bid must be within the total project budget.
2. There must be more than one bidder.
3. The lowest responsive, responsible bid contains no significant irregularities.
Surface Water Utility recommends this item be placed on the July 14, 2003, consent agenda for Council
concur. Staff further recommends that the Council award the construction contract to the lowest
responsive, responsible bidder, D.D.J. Construction Co., Inc. for the amount of $305,293.34.
Attached for your reference is a bid tabulation showing the Engineer's Estimate, low bid amount, and
the other six (6) bids submitted. One bidder, Laser Underground Utilities & Earthworks, Inc. was
found to have a minor mathematical error in their original bid amount, which had no effect on the
selection of the low bidder.
With the exception of the low bidder's forms and schedule of prices, all bid packages will be returned to
the City Clerk's office.
If you have any questions please contact Allen Quynn at extension 7247.
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement Project\Contract
Document\council award.doc/AQ/tb
4
CITY OF RENTON
PLANNING/BUILDING/PUB L I 111012WIRuaRENce
MEMORANDUM COWCDATE 7:1-03
DATE: July 9, 2003 tom-7W.1 03
TO: Bonnie Walton, City Clerk
FROM: Ron Straka, Surface Water Utility Supe tsor
STAFF CONTACT: Allen Quynn, Project Manager (X-7247)
SUBJECT: SW 71h Street Drainage Improvement Project Phase I — Morris Ave.
to Burnett Ave. S. Construction Contract Bid Award
The bid opening for the subject project was held July 8, 2003, at 2:30 p.m. Seven (7) bids were
submitted. The Engineer's Estimate for the project is $305,058.88.
The low bid for the project is $305,293.34 from D.D.J. Construction Co., Inc. Surface Water Utility has `q ,
reviewed all the bids for completeness, inclusion of all required forms, bid bond and mathematical
correctness. No mathematical errors were found in the low bid. All other paper work was in order. The low Q�
bid of $305,293.34 (including sales tax) is within the project budget of $653,000.th
N�
The low bid meets the following conditions of award:
I . The low bid must be within the total project budget.
2. There must be more than one bidder.
3. The lowest responsive, responsible bid contains no significant irregularities.
Surface Water Utility recommends this item be placed on the July 14, 2003, consent agenda for Council
concur. Staff further recommends that the Council award the construction contract to the lowest
responsive, responsible bidder, D.D.J. Construction Co., Inc. for the amount of $305,293.34.
Attached for reference is a bid tabulation showing the Engineer's Estimate, low bid amount, and
the other s (j bids submitted. One bidder, Laser Underground Utilities & Earthworks, Inc. was
found to have a minor mathematical error in their original bid amount, which had no effect on the
selection of the low bidder.
With the exception of the low bidder's forms and schedule of prices, all bid packages will be returned to
the City Clerk's office.
If you have any questions please contact Allen Quynn at extension 7247.
HAFiie Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27 2959 SW 7th St. Drainage Improvement ProjeciContract
Document\council award.doc/AQ/tb
CITY OF RENTON
WASTEWATER MAINTENANCE SECTION
"WALK-THRU" INSPECTION PUNCH LIST
TO: Kayren Kittrick
FROM: John Thompson
PROJECT NAME:
DATE: November 4, 2003
S. 7t" St Drainage Improvement — Phase 1
INSPECTOR: S. Pink -ham
Storm
wo
All structures up to grade
Finished
No faults — looks great
J:WDMNUGHNUNSPEC712003\S_7th_Drainage.DOC 1
CITY OF RENTON
WASTEWATER MAINTENANCE SECTION
Pre -Inspection
DATE: 10/24/2003
TO: Allen Quynn
FROM: Ron Shaffer
PROJECT NAME: Pre -Inspection of SW 71h & Shattuck
Need locking bolts for M/H covers & C/B's
Adjust M/H (Storm) @ 7th & Burnett furthest east.
Adjust Metro M/H A 7`h & Burnett
Adjust M/H A NE corner of 7th & Smithers
Very poor asphalt work
Feather out asphalt @ 7th & Morris
Replace RMP's
CADocuments and Settings\aquynnTocal Settings\Temp\SW7_Shattuck.DOC
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CITY OF RENTON
v7Uti-R,
�i
Project Name:
PUBLIC WORKS DEPARTMENT
425-430-7200
PRECONSTRUCTION CONFERENCE
DATE: August 11, 2003
TIME: 9:30 a.m.
PLACE: Renton City Hall - 5th Floor Conference Room 511
SW 7" Street Drainage Improvement Project Phase I — Morris Ave. S. to Burnett Ave. S.
IP
Allen Qu — Surface Water Utility
Phone
1 425-430-7247
Project Manager
Fax
425-430-7241
E-mail: aguynn@ci.renton.wa.us
Contractor
D.D.J. Construction Inc.
425-235-0524
Name/Address:
Phone
Mike HickeyPhone
425-235-0524
Contact Name
Fax
425-2354967
E-mail: ddjco@quest.net
Construction
City of Renton - S. 70' Street between Morris Ave. S. and Burnett Ave S.
Location
PLEASE CHECK DEPARTMENTS TO BE NOTIFIED AND SPECIFY PERSON TO ATTEND:
PUBLIC WORKS DEPARTMENT
®
Utility Plan Review
Kayren Kittrick
®
Water Utility
Abdoul Gafour
®
Wastewater Utility
David Christensen
®
Surface Water Utility
Ron Straka
®
Transportation Systems
Karl Hamilton, Jun Aesquivel
®
Maintenance Services Division
Michael Stenhouse
®
Customer Services P.I.C.
Rick Kokko
®
Construction Services
Steve Pinkham
®
FIRE PREVENTION
Corey Thomas
®
POLICE DEPARTMENT
Kevin Milosevich (x-6701)
®
PARK DEPARTMENT
Leslie Betlach, Terrence Flatley
®
BUILDING DEPARTMENT
Larry Meckling
❑
OTHER
OUTSIDE DEPARTMENTS: [ X ] City Project Manager To Notify
❑
ALL SUBCONTRACTORS**
Phone#
FAX#
❑
Olympic Pipe Line Company (Kathy Reed)
425-235-7767
425-271-5320
®
Qwest Communications (Frank Forrest) ---
206-345-2968
1-253-372-5176
❑
Qwest Communications (Leanna Palmer)
425-427-8007
425-635-9723
®
Puget Sound Energy (Jeff McMeekin) 1
425-462-3824
425462-3840
®
Comcast (Doug Long - cell# 206-510-4395) 253-864-4341
253-864-4389
®
King County Transportation Div. (Steve Wilson),-- 206-296-8144
206-296-8198
®
Electric Lightwave (Jack Rucinsky)
206-812-3349
206-812-0370
®
METRO - Bus Routes (Richard Garcia)
206-684-2732
206-684-2686
®
Renton School District (Kevin Olson) Transportation,- 425-204-4455
425-204-4465
®
Waste Management Rainier (Steve Aiton) 206-505-9171
206-767-4605
El
cc: Public Information Counter: 6" floor, Margaret Pullar/Lobby
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th File/New/other/pubwks/Preconform
Ct T)r i-n Tmnrnv —t Pmi—A I M2 City ('nrrvcnnnllvnrv\Prvrnn-Nntiry dl \T)W(')th
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SW 7thSt. Drainage Improvement Project— Phase I
p 90% Design Team Meeting Agenda
h/ re -%A T. Friday, May 30, 2003
f)4,,l N. 9:00 AM
j-VfJ Room 511, Renton City Hall
/'l bi Project Manager: Allen Quynn
G Ou— -i" to
I. Introductions �A "� �% 3 W
II. Transportation
1. Traffic Control�`^"'u
2. Lane Closures
3. Detour Route
4. Working Hours —
5. G & O Questions
III. Parks Department
1. Specs for existing tree replacement L
2. Specs for sign removal and replacement — �� r� ``�'"� �` S�`�`""�'`�
IV. Sewer Utility
1. Show sewer on Smithers
V. Water Utility
1. 8" waterline relocation detail
2. 8" waterline relocation construction sequencing
3. 18" waterline crossing of storm laterals
4. Restoration of Morris Ave. and S. 7th
VI. Development Services
VII. Design Plans
Sheet 1
1. Street Names
Sheet 2
1. Street Names
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27 2959 SW 7th St. Drainage Improvement
Project\1101 Design\90% design team meeting agenda.doc\AQ\tb
i V
Sheet 3
1. Establishment of construction baseline
Sheet 4
1. Calculation of Offsets
2. Presentation of structure information
3. Driveway curb cut detail
4. Shift CB # 4 east to alley
5. Profile presentation
6. Drainage notes
Sheet 5
1. Alternate alignment for 36" pipe
2. Revise location of CB #16
3. Question information for existing MH at Burnett
4. Profile edits
5. Presentation of structure information
6. Include bid item for pipe connection into new MH
Sheet 6
1. Lateral asphalt replacement
2. Roadway restoration notes
3.
Sheet 7
1. Trench patch detail
2. Dimensions for catch basin offset detail
Sheet 9
l . Butt joint
2. Gravel sack dam
3. Concrete pipe encasement detail
VIII. Misc. Issues
IX. Schedule
1. Final mylars
2. Final specs/cost estimate
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27 2959 SW 7th St. Drainage Improvement
Project\1101 Design\90% design team meeting agenda.doc\AQ\tb
SW 7th St. Drainage Improvement Project — Phase I
90% Design Team Meeting Agenda
Friday, May 30, 2003
9:00 AM
Room 511, Renton City Hall
Project Manager: Allen Quynn
I. Introductions
II. Transportation
1. Traffic Control
2. Lane Closures
3. Detour Route
4. Working Hours
5. G & O Questions
III. Parks Department
1. Specs for existing tree replacement
2. Specs for sign removal and replacement
IV. Sewer Utility
1. Show sewer on Smithers
V. Water Utility
1. 8" waterline relocation detail�-
2. 8" waterline relocation construction sequencing lw "'4
3. 18" waterline crossing of storm laterals
4. Restoration of Morris Ave. and S. 7th
VI. Development Services
VII. Design Plans
Sheet 1
1. Street Names
Sheet 2
1. Street Names
HA\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27 2959 SW 7th St. Drainage Improvement
Project\1101 Design\90% design team meeting agenda.doc\AQ\tb
Sheet 3
1. Establishment of construction baseline
Sheet 4
l . Calculation of Offsets
2. Presentation of structure information
3. Driveway curb cut detail
4. Shift CB # 4 east to alley
5. Profile presentation
6. Drainage notes
Sheet 5
1. Alternate alignment for 36" pipe
2. Revise location of CB #16
3. Question information for existing MH at Burnett
4. Profile edits
5. Presentation of structure information
6. Include bid item for pipe connection into new MH
Sheet 6
l . Lateral asphalt replacement
2. Roadway restoration notes
3.
Sheet 7
1. Trench patch detail
2. Dimensions for catch basin offset detail
Sheet 9
1. Butt joint
2. Gravel sack dam
3. Concrete pipe encasement detail
VIII. Misc. Issues
IX. Schedule
1. Final mylars
2. Final specs/cost estimate
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27 2959 SW 7th St. Drainage Improvement
Project\1101 Design\90% design team meeting agenda.docUQ\tb
Gv' -k off,,, / 4 ji / .
Discussion topics for May 29, 2003 meeting
1. Traffic control plan and impact to traffic from revised work between Smithers Ave. S.
and Burnett Ave. S. c� P uaf
% c 11 C.x+rzvfsw ti v13 2 w 6, AC vjr A.s
2. Any special requests above and beyond replacing existing sidewalk, curb, and gutter
in kind?
3. Does the City have a standard 4etail for ADA ramp truncated domes?
jlC S jz r�
4. How is road to be channelization marked during construction, if any?
�5. Where will the Baker Tank be located during construction?
S I'/�P c- r (j ,-j F-, d e v 16c;j
6. What is acceptable for protection of the Baker Tank pipingtocross traffic lanes that
are in service?
7. Will a temporary construction easement be required for work in the vicinity of the
sidewalk between Smithers Ave. S. and Burnett Ave. S.?
I+
SW 71h St. Drainage Improvement Project— Phase I
90% Design Team Meeting Agenda
Friday, May 30, 2003
9:00 AM
Room 511, Renton City Hall
Project Manager: Allen Quynn
I. Introductions
II. Transportation
1. Traffic Control
2. Lane Closures
3. Detour Route
4. Working Hours
5. G & O Questions
III. Parks Department
1. Specs for existing tree replacement
2. Specs for sign removal and replacement
IV. Sewer Utility
1. Show sewer on Smithers
V. Water Utility
1. 8" waterline relocation detail
2. 8" waterline relocation construction sequencing
3. 18" waterline crossing of storm laterals A 1-ys
4. Restoration of Morris Ave. and S. 7th
VI. Development Services
54-c,\r, V t , /(-` is -V .
VII. Design Plans
Sheet 1
1. Street Names
Sheet 2
1. Street Names
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27 2959 SW 7th St. Drainage Improvement
Project\I 101 Design\90% design team meeting agenda.doc\AQ\tb
Sheet 3
1. Establishment of construction baseline
Sheet 4
1. Calculation of Offsets
2. Presentation of structure information
3. Driveway curb cut detail
4. Shift CB # 4 east to alley
5. Profile presentation
6. Drainage notes
Sheet 5
1. Alternate alignment for 36" pipe
2. Revise location of CB #16
3. Question information for existing MH at Burnett
4. Profile edits
5. Presentation of structure information
6. Include bid item for pipe connection into new MH
Sheet 6
1. Lateral asphalt replacement
2. Roadway restoration notes
3.
Sheet 7
1. Trench patch detail
2. Dimensions for catch basin offset detail
Sheet 9
1. Buttjoint
2. Gravel sack dam
3. Concrete pipe encasement detail
VIII. Misc. Issues
IX. Schedule
1. Final mylars
2. Final specs/cost estimate
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27 2959 SW 7th St. Drainage Improvement
Project\1101 Design\90% design team meeting agenda.doc\AQ\tb
CITY OF RENTON
Community Services Department
Q Committed to Enriching Lives Q
MEMORANDUM
DATE: June 13, 2003
TO: Al rQ"nn, Civil Engineer
FROM: Terrence Flatley, Parks Maintenance Mana-erlk
SUBJECT: Tree Specifications for SW 7rh Street Drainage Improvement Project
1. Contractor shall remove the two existing pine trees prior to excavation of storm trench.
The removed trees shall be replaced diameter inch for diameter inch. The total diameter inches
of the existing pine trees is 27 inches measured diameter at breast height. Plant 2, 6-inch
caliper ponderosa pine trees (Pinus ponderosa) with a minimum planted height of 15 feet. Plant
2, 6-inch caliper Callery pear `Aristocrat' trees (Pyres calleryana) ( with a minimum planted
height of 15 feet. Plant 1, 6-inch caliper Grand fir tree with a minimum planted height of 15
feet. Plant 1, 3-inch caliper Callery pear `Aristocrat' (P. calleryana) tree with a minimum
planted height of 8 feet. City reserves the right to field check all trees prior to delivery to the
site. Contractor is responsible for locating all underground utilities in connection with all tree
planting. Supply and apply bark mulch 4-inches deep in a 12 foot diameter circle around each
tree following planting. Water each tree thoroughly following planting. Tree planting shall
occur between November and May. Coordinate tree species selection, location of trees and
planting specifications with Terry Flatley, City Parks Division, 425-430-6601.
C: Leslie Betlach, Park Director
Ron Hemphill, Park Maintenance Supervisor
Powerbook Users: terren re. Renton: tjfdocs. Plan Reviews SW7St. Storm DrProy RepTreeSpecs.doc
I Allen Quynn - 2-inch Gas Relocation @ STA 35+14 Page 1
From: Ronald Straka
To: Allen Quynn
Date: 8/29/03 3:52PM
Subject: 2-inch Gas Relocation @ STA 35+14
According to Doug Umitilam (SP?) (206-255-9381), who is PSE's Subcontractor (Philchuck or Potelco),
they will have a line relocation crew available for relocating the 2-inch gas line at the intersection of
Smithers Ave South and S 7th Street at STA 35+14, where it crosses the 36-inch storm mainline on
Wednesday (9/3/03). DDJ Construction will do the additional excavation for PSE needed for the gas line
relocation and bill PSE or PSE's Subcontractor for the additional cost. This will all need to confirmed on
Tuesday (9/2/03). DDJ Construction has started laying mainline upstream of CB#3. When the gas line
relocation work is being done, DDJ may have to go back and install the lateral connections to the mainline
while PSE is relocating the gas on Wednesday. The gas line relocation will probably take most of the day
according to Doug. This will change the traffic control for the project for the day, but Pat Hall at DDJ said
that they could do it. The revised storm later design between CB#7 and CB#6 needs to be finalized on
Tuesday and provided to the DDJ Construction. They will be able to set the CB#6 on Tuesday or
Wednesday. The new invert elevation into CB#6 from the lateral storm system from CB#7 needs to be
provided to DDJ Construction. The CB manufacturer has already fabricated CB#6 for the invert to be at
the original design elevation, so a new invert will have to be core drilled in the field after the structure is
delivered to the site prior to placement of the structure. DDJ will need to coordinate with their Core Drilling
subcontractor to have it done in advance of the structures placement.
Otherwise things we well. The relocated waterline passed its pressure test and they have set CB #3 and
some mainline. I recommend that you get out to observe the mainline construction to see if groundwater
is a problem. I heard nothing so I assume it is not, but it will be good to know at what depth it is being
encountered for the Phase II construction. In addition, we did not make payment to DDJ Construction for
the 8/29/03 cut-off, so we need to make payment to the contractor at the next cut-off (Sept. 12th). Please
work with Steve and Pat Hall to establish the bid items and quantities for work completed to be included in
the first Partial Pay. I asked Pat Hall and he confirmed that the Intents to Pay Prevailing wages had
already been submitted, but please verify early next week to insure we have them prior to making any
payment.
According to Steve, DDJ Construction had to dig through CDF backfill that was placed as part of the King
County Metro ESI project at Morris Ave S and S 7th Street, which slowed them down and was a surprise.
We could anticipate DDJ Construction requesting a change order for changed conditions, but let them
request it.
CC: Steven Pinkham
PLAN NINGIBUILDINGIPUBLIC WORKS DEPARTMENT
*My'( Renton City Hall 1055 South Grady Way, Renton, WA 98055
..
❑ UTILITY SYSTEMS DIVISION 425-430 7234 Fax: 425-430-7241
❑ TRANSPORTATION SYSTEMS DIVISION 425.430.7321 Fax: 425-430-7376
To: I DATE: JOB No.
WE ARE SENDING YOU
❑ SHOP DRAWING
❑ COPY OF LETTER
MESSAGE:
❑ ATTACHED
PRINTS
These are transmitted as checked below:
❑ FOR SIGNATURE APPROVAL
❑
❑ FOR YOUR USE
❑
❑ AS REQUESTED
❑
FOR REVIEW AND COMMENT
❑
Copies to:
RE:
❑ Under Separate Cover via the following items:
❑ REPRODUCABLE PLANS ❑ SPECIFICATIONS ❑ ORIGINALS
APPROVED AS SUBMITTED
APPROVED AS NOTED
RETURNED FOR CORRECTIONS
❑ RESUBMIT COPIES FOR APPROVAL
❑ SUBMIT COPIES FOR DISTRIBUTION
❑ RETURN CORRECTED PRINTS
❑ PRINTS RETURNED AFTER LOAN TO US
From:�-
IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY US AT ONCE.
PBPW5001 09/99 bh
**PLAN NINGIBUILDINGIPUBLIC WORKS DEPARTMENT
,(a,Renton City Hall 1055 South Grady Way, Renton, WA 98055
0 UTILITY SYSTEMS DIVISION 425.430 7234 Fax: 425.430.7241
❑ TRANSPORTATION SYSTEMS DIVISION 425.430.7321 Fax: 425-430.7376
To: DATE: JOB No.
RE:
� z
WE ARE SENDING YOU ❑ ATTACHED ❑ Under Separate Cover via the following items:
❑ SHOP DRAWING ❑ PRINTS ❑ REPRODUCABLE PLANS ❑ SPECIFICATIONS ❑ ORIGINALS
❑ COPY OF LETTER ❑
COPIES I DATE I NUMBER DESCRIPTION / REMARKS
MESSAGE:
These are transmitted as checked below:
❑
FOR SIGNATURE APPROVAL
❑
APPROVED AS SUBMITTED
❑
RESUBMIT COPIES FOR APPROVAL
FOR YOUR USE
❑
APPROVED AS NOTED
❑
SUBMIT COPIES FOR DISTRIBUTION
❑
AS REQUESTED
❑
RETURNED FOR CORRECTIONS
❑
RETURN CORRECTED PRINTS
❑
FOR REVIEW AND COMMENT
❑
❑
PRINTS RETURNED AFTER LOAN TO US
Copies to:
r
From:
+�' • f � ��
IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY US AT ONCE.
PBPW5001 09/99 bh
PLAN NINGIBUILDINGIPUBLIC WORKS DEPARTMENT
Y Renton City Hall 1055 South Grady Way, Renton, WA 98055
♦ tL
❑ UTILITY SYSTEMS DIVISION 425.430 7234 Fax: 425.430.7241
❑ TRANSPORTATION SYSTEMS DIVISION 425.430.7321 Fax: 425.430.7376
To: DATE: JOB No.
RE:
WE ARE SENDING YOU ❑ ATTACHED
❑ SHOP DRAWING ❑ PRINTS
❑ COPY OF LETTER ❑
❑ Under Separate Cover via the following items:
❑ REPRODUCABLE PLANS ❑ SPECIFICATIONS ❑ ORIGINALS
COPIES DATE NUMBER DESCRIPTION / REMARKS
MESSAGE:
These are transmitted as checked below:
❑ FOR SIGNATURE APPROVAL ❑ APPROVED AS SUBMITTED
FOR YOUR USE ❑ APPROVED AS NOTED
❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS
❑ FOR REVIEW AND COMMENT ❑
Copies to:
From:
❑ RESUBMIT COPIES FOR APPROVAL
❑ SUBMIT COPIES FOR DISTRIBUTION
❑ RETURN CORRECTED PRINTS
❑ PRINTS RETURNED AFTER LOAN TO US
IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY US AT ONCE.
PBPW5001 09/99 bh
�Y PLAN NINGIBUILDINGIPUBLIC WORKS DEPARTMENT
Renton City Hall 1055 South Grady Way, Renton, WA 98055
♦ as
❑ UTILITY SYSTEMS DIVISION 425-430 7234 Fax: 425.430-7241
❑ TRANSPORTATION SYSTEMS DIVISION 425.430.7321 Fax: 425.430.7376
To: I DATE: JOB No.
WE ARE SENDING YOU ❑ ATTACHED
❑ SHOP DRAWING ❑ PRINTS
❑ COPY OF LETTER ❑
RE:
❑ Under Separate Cover via the following items:
❑ REPRODUCABLE PLANS ❑ SPECIFICATIONS ❑ ORIGINALS
COPIES DATE NUMBER DESCRIPTION / REMARKS
MESSAGE:
These are transmitted as checked below:
❑ FOR SIGNATURE APPROVAL ❑ APPROVED AS SUBMITTED
❑ FOR YOUR USE ❑ APPROVED AS NOTED
❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS
❑ FOR REVIEW AND COMMENT ❑
Copies to:
From:
❑ RESUBMIT COPIES FOR APPROVAL
❑ SUBMIT COPIES FOR DISTRIBUTION
❑ RETURN CORRECTED PRINTS
❑ PRINTS RETURNED AFTER LOAN TO US
I
IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY US AT ONCE.
PBPW5001 09/99 bh
CONSTRUCTION NOTICE
SW 7" Street Drainage Improvement Project Phase I — Morris
Ave. S. to Burnett Ave. S.
August 7, 2003
Dear Resident:
The City of Renton Surface Water Utility will be constructing Phase I of the SW 7th Street
Drainage Improvement Project to replace the storm pipe system on the north side of S. 7th Street
between Morris Ave. S. and Burnett Ave. S. The existing storm system will be replaced with
new 12-inch and 36-inch diameter storm water pipe (see figure on back).
Construction is expected to BEGIN August 18th and may last into October 2003. The work will
begin at the intersection of Morris Ave. S. and S. 7" Street and will progress east along S. 7th St.
before terminating at Burnett Linear Park, approximately 80 feet east of Burnett Ave. S.
During construction S. 7th Street between Morris Ave. S. and Burnett Ave. S. will be subject to
the following traffic limitations:
One lane of traffic in both directions with flaggers Monday through Friday between
8:30 AM to 3:30 PM.
2. One lane of traffic westbound between 7:00 AM to 8:30 AM with detours around the
project for eastbound traffic.
3. For construction work beyond 3:30 PM, the work area will be limited to one lane of
traffic eastbound with detours around the project for westbound traffic.
Driveways may be temporarily blocked during working hours, but access will be restored by the
end of each working day. The Contractor (D.D.J. Construction Inc.) will notify you 24 hours in
advance if construction is expected to block your driveway.
You will be notified if construction conflicts with utility service, and the temporary interruption will
be repaired as soon as possible. Please notify the Surface Water Utility Division if you lose
utility service during construction without being given prior notice.
The Surface Water Utility Division and the Contractor will attempt to keep you informed of new
developments and appreciate your cooperation in this matter.
This project is funded by the City of Renton Surface Water Utility. If you have any questions
about the project, please call the Surface Water Utility Division Project Manager,
Allen Quynn, at (425) 430-7247.
Thank You
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement Project\1003 City Comespondence\residents
construction notice.doc\AQ:ps
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SW 7TH i ST
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LEGEND:
PROJECT LOCATION
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IMPROVEMENT PROJECT
PHASE I - MORRIS AVE. S. TO
BURNETT AVE. S.
.-. -- - -
Allen Quynn - Fwd: Resident Complaint at 642 Morns Avenue S
Page 1
From:
Ronald Straka
To:
Allen Quynn
Date:
8/13/03 2:23PM
Subject:
Fwd: Resident Complaint at 642 Morris Avenue S
We may have a problem brewing. We may want to contact the customer to explain what we are doing
and try to assure him that our construction activity will not impact him(?) and maybe vist his home and
document the damage to date so that we have a record of how it looks today vs what he may try to claim
after the project.
>>> David Christensen 08/13/03 12:10PM >>>
Ron,
This is a heads up that I received a phone call today from:
Allen Frazier
642 Morris Avenue S
425.235.9700
He is located on the corner of Morris and S. 7th. During the County contract (ESI) he claims that damage
occurred to his foundation and walls. He has not gotten even close to resolution with the County and is at
this point highly frustrated, and wants the City to step in and solve his problems. While I obviously could
not commit to solving his issues, I did commit to helping him through the County's process. I have
contacted Dave Dittmar, the Project Manager, and he will make sure that Mr. Allen's claims are
addressed. Dave will contact me as he proceeds to let me know what the County will be doing.
Why are we concerned? Mr. Allen has commented that if he is not properly taken care by either the City
or the County, then he intends to file an injunction against the City storm project, due to concerns on the
damage he has to date.
You may want to contact him to help to address his concerns for the storm project upcoming.
I will keep you up to date as I find info from the County.
Dave C.
CITY OF RENTON
Community Services Department
ti`tY O
.Q�N'C��
0 Committed to Enriching Lives 0
MEMORANDUM
DATE: May 22, 2003
TO: Allen Quynn, Civil Engineer
FROM: Terrence Flatley, Parks Maintenance Manager,
SUBJECT: 90% Review of SW 7rh Street Drainage Improvement Project
1. The proposed route of the storm drain improvement will affect the south end of Burnett
Linear Park. In the affected area are: public sidewalk with disabled access ramp from
the street, a park rules/regulations sign, mutt mitt dispenser, a sign post, the "Burnett
Linear Park" sign on two posts, turf, bark bed and two Scotch pine trees.
2. The proposed route of the drainage line will pass through the disabled ramp, the park
sign and within inches of the two pine trees.
3. Handicap ramp and sidewalk. Replace to existing conditions or better.
4. Park signs. Replace to existing conditions or better. Upon removal, deliver to Parks
Maintenance Division for refurbishing. Parks Maintenance will deliver to contractor for
installation following renovation. Contact Ron Hemphill at 425-766-6200.
5. Pine trees.
Removal and replacement of the two trees. I would prefer to use the term diameter at
breast height, or dbh, instead of caliper because this is how trees over 12 inches in
caliper are measured. The trees measure 13 inches dbh and 14 inches dbh. These sizes
should be noted on the plan. It should be stated on the plan that replacement will be
diameter inch for diameter inch. Replacement trees shall not be less than 6 inches in
diameter measured 6 inches above the root ball (caliper). Parks would like to supply a
list of trees to plant as well as planting specificaitons.
6. Construction should not impact the park area. Use minimal trench widths. Do not store
soil, equipment, supplies, vehicles and trailers on the park site. Replace turf (using sod)
and bark beds to existing conditions at the direction of the Parks Division.
7. Irrigation Lines. There are irrigation lines nearby and run along the edge of the grass
the bark bed. Contact Parks Division before initiating work to locate sprinkler heads.
Repair damage to system to like -new condition.
Include Parks in any preconstruction meetings.
C:\WIND0WS\TEMP\90%Review.doc
9. Parks would like to review the next level of plans and approve.
C: Leslie Betlach, Park Director
Ron Hemphill, Park Maintenance Supervisor
C: \WINDOWS\TEMP\90%Review. doc
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PRECONSTRUCTION MEETING AGENDA
SW 7`h ST. DRAINAGE IMPROVEMENT PROJECT PHASE I
MORRIS AVE S TO BURNETT AVE S
August 11, 2003 - 9:30 a.m. - City H all - 5th Floor Conference Room 511
City Project Manager: Allen Quynn
(425) 430-7247 FAX (425) 430-7241
email: aquynn@ci.renton.wa.us
City Inspector: Steve Pinkham
Mobile # (206) 999-1832
D.D.J. Construction Co., Inc.
11301 186`" Ave. SE, Issaquah,
WA 98027-8559
Project Manager: Dave Durnford
(206) 396-7299
Project Foreman Pat Hall
(206) 730-2870
Sul,— -W-11L
Starting Date Monday, August 18, 2003
Construction CANNOT START UNTIL the City issues the Notice To Proceed.
EMERGENCY NUMBERS
If you use a cellular phone call (253) 852-2121 to get the Valley 911 Dispatcher
(Cellular calls to 911 go to State dispatcher in Bellevue,
doesn't cover work in the City ROW )
PRIVATE UTILITIES:
Qwest Communications - Frank Forest (206) 345-2968, FAX (253) 372-5176
Puget Sound Energy - Emergency # 1 888 Call PSE (1-888 225-5773)
Normal Contact: Jeff McMeekin (425) 462-3824, FAX (425) 462-3840
• Contact Jeff McMeekin to coordinate relocates. Pothole gas locations ahead of time.
• PSE will have a private firm, Pilchuck, do their relocates. They'll need about 3 weeks
lead time.
• Contractor will need to notify PSE when the project starts.
• Joe Jainga advised us that under a new Federal Regulation a Contractor must call 911 if a
gas line is broken.
H:File Sys\SWP-CIP\27-2266\ 1000-Corr\ Precon aganda.doc Page -1 -
METRO - Richard Garcia (206) 684-2732, FAX (206) 684-2686
Renton School District - Kevin Olsen 425-204-4455, FAX 425-204-4465
Waste Management Rainier - Steve Aiton '206 505-9171, FAX 206 767-4605
0 Be sure garbage trucks can get through construction area.
Parks Department - Terry Flatley 425-430-6601
1 Location and placement of trees.
2 Coordinate removal and relocation of Park's Department sign.
GENERAL:
1. CALL FOR CITY INSPECTION 1 WEEK BEFORE YOU START WORK
Inspection Line Recorder(425)-430-7203.
2. Call ONE CALL 1-800-424-5555 at least 2 WORKING DAYS before you dig to locate
Utilities.
3. Overtime for City inspectors takes special authorization (Letter of Special Billing). Pay
schedule is $50 per hour for overtime.
4. Keep the streets clean. Cleanup any loads that spill immediately, rather than at the end of
the day.
5. Haul legal loads only.
6. Keep a set of approved drawings on -site at all times (the ones with the City stamp and
signatures).
7. All utilities must be inspected prior to backfill.
8. If Private Property will be used for stockpiling or staging a Temporary Use Permit from
the City is required (may take 2 to 3 weeks to issue). This applies to commercial and
industrial zoned areas only.
WORK HOURS:
1. Standard work hours are 7 a.m. to 3:30 p.m. Monday thru Friday.
2. Machinery shall not be started before 7 a.m. (due to residential area)
3. Truck hauling is limited to the hours of 7 a.m. to 3:30 p.m. on arterial streets.
FIRE PREVENTION:
H:File Sys\SWP-CIP\27-2266\ 1000-Corr\ Precon aganda.doc Page -2-
` 1. Call (253) 852-2121 at least 24 hours in advance to notify Fire Dept. of any work in the
right-of-way.
2. Any temporary on -site fuel supplies must be permitted through Fire Prevention.
3. Do not block access to fire hydrants.
4. Maintain access at all times for emergency equipment.
5. Fire vehicles must be able to reach any home in the project area. Keep the work area clear
of materials and stockpiles that could prevent fire vehicles from getting through.
6. Have steel plates on site, ready to use to span the excavation if emergency access is
needed. Any shoring and temporary steel plating must be able to support weight of
emergency equipment (Fire Trucks) in all types of weather.
TRANSPORTATION:
1 "Manual On Uniform Traffic Control Devices" (MUTCO) shall be followed for any traffic
signs and routing.
2 A Traffic Control Plan needs to be filed for work in the ROW.
Obtain form at 6th floor service counter, fill out, have reviewed and approved by
Transportation (Jun Aesquivel 430-7301).
3 Any Contractor vehicle working in the City ROW must display a company logo, address,
telephone number.
4 As an alternate Contractor can keep at least one lane open during working hours and
control traffic with flaggers. Contractor may place signs saying "Road Work Ahead,
Local Access Only" to try and reduce traffic using the streets.
5 At least two lanes must be kept open after working hours (one in each direction).
WATER:
1. During business hours (7 am to 3-3:30 pm) call the City of Renton Maintenance
Department (425) 430-7400 if a water main needs to be shut off.
Call 911 (if using cell phone call (253) 852-2121) if a water main needs to be shut off
after hours (emergency only).
For all other water mains or valve shut offs call City of Renton Maintenance Department at
(425) 430-7400. Discuss and inform City Inspector before calling.
2. If you want to get a Hydrant Meter to use City water during construction you need to fill
out an application (6th Floor), pay a deposit, and get the meter from the City Shops.
Call the 6th floor Service Counter to get details on obtaining a meter
(Rick Kokko 430-7266).
3 NOTE - New Water Main pipe and relocates must be Polywrapped per Supplement
Specifications Section 7-11.3(6).
H:File Sys\SWP-CIP\27-2266\ 1000-Corr\ Precon aganda.doc Page -3-
4 Contact Ray Sled, Water Maintenance Manager, or George Stahl at 425-430-7400, to
discuss and coordinate the water main relocates.
• Water Maintenance needs to be notified at least 1 week ahead of relocating a line, prefer
about 2 weeks. George Stahl will come out to discuss relocate coordination, when needed.
• Water Maintenance does not work on Friday, does not want to start a relocate on Monday.
• Plan on relocation work on Tues, Weds, or Thurs.
SANITARY SEWER:
No conflicts with sewer pipe is anticipated for this project
SURVEYING:
1. Tie project and all structures in to City bench marks and monuments 1988 NAVD. See
BM locations and descriptions in bid document.
2. The contractor shall keep good, accurate, as -built drawings. As-builts shall be per City
specifications (Supplemental Spec. 1-05).
3. The location of all existing utilities encountered (water, sewer gas, electrical, etc.) shall be
recorded by measuring the centerline stationing, offset, and depth or elevation of the top of
the pipe.
4. Provide the City Inspector with 3 copies of all survey information used to establish line,
grade, elevations, and locations prior to or within 1 day of starting work on the new
pipeline. The Inspector will check and give 2 copies to Project Manager.
5 Per Bid Item 66 provide the City with a copy of the Survey and location of all existing
,-- City Monuments and reference points in the project site that may need to be replaced.
6 Need letter showing surveyor is a professional land surveyor licensed by the State of
4 -- Washington
STORM:
1. The Contractor is required to temporarily bypass storm flows around the work area.
Review the proposed construction sequence, and how storm water bypass will be
accomplished during different stages of the project.
Be ready for possibly intense, thunderstorm type, rainfall events.
2. Good erosion control measures shall be exercised at all times. Erosion control will be
adjusted in the field if erosion or discharge of turbid water becomes a problem.
3. Contractor is responsible for locating all existing utilities in advance of construction 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.
CONSTRUCTION ITEMS:
1 Contractor must determine suitable location for settling tank for dewatering.
H:File Sys\SWP-CIP\27-2266\ 1000-Corr\ Precon aganda.doc Page -4-
2 MUST have steel plates ready to cover the excavations if Fire or Emergency vehicles
need access through intersections
2 Coordinate utility potholing for Gas Main Relocation with PSE.
3 Contractor will pothole utility locations, survey gas (and other utility) elevations, and
coordinate any private utility relocation for the Project work. PSE will have their crew
relocate the gas main ahead of the new storm line construction.
4 Any other private utilities needing relocation should be handled similarly.
5 Compaction Testing - If the native material does not look suitable for backfill just remove
it and use imported backfill bid item. Otherwise, contractor should do more compaction
tests initially on native material to see how much effort is needed to achieve satisfactory
compaction results. Once that effort is learned the compaction test can be reduced in
frequency, or eliminated.
6 City inspector has authority to require more test if material looks doubtful, or reduce
number of tests when the compaction looks good. Work with City inspector regarding
whether or not compaction tests are needed.
7 Need Statement of Intents approved by Dept. of Labor and Industries in order to process
pay estimates
8 Pay Estimates will be made monthly unless contractor request otherwise
r
- Sp b o drs
H:File Sys\SWP-CIP\27-2266\ 1000-Corr\ Precon aganda.doc Page - 5 -
ATTENDANCE LIST
PRECONSTRUCTION MEETING
SW 7`' ST. DRAINAGE IMPROVEMENT PROJECT PHASE I
MORRIS AVE S TO BURNETT AVE S
August 11, 2003 - 9:30 a.m. - City H all - 5th Floor Conference Room 511
ATTENDANCE LIST
PRECONSTRUCTION MEETING
SW 7"' ST. DRAINAGE IMPROVEMENT PROJECT PHASE I
MORRIS AVE S TO BURNETT AVE S
August 11, 2003 - 9:30 a.m. - City H all - 5th Floor Conference Room 511
Name
Company
Phone # / FAX #
Allen Quynn
Renton Surface Water Utility
(425) 430-72471
FAX (425) 430-7241
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CITY OF RENTON
i Planninouilding/PublicWorks Department
Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator
August 15, 2003
Mike Hickey
D.D.J. Construction Co., Inc.
11301 186th Ave. S.E.
Issaquah, WA 98027
SUBJECT: SW 7TH ST. DRAINAGE IMPROVEMENT PROJECT PHASE I —
MORRIS AVE. S. TO BURNETT AVE. S. (CAG-03-103)
Dear Mr. Hickey
You are authorized to begin construction starting August 18, 2003 on the SW 7th Street
Drainage Improvement Project Phase I — Morris Ave. S. to Burnett Ave. S. Please
proceed in accordance with the terms and conditions of the approved contract (CAG-03-
103) dated August 13, 2003.
I look forward to working with you and your crew on this project. If you have any
questions, please call me at 425-430-7247.
Sincerely,
Allen Quy .E., Project Manager
Surface Water Utility
cc: file
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainagelm
Project\Phase 1 Construction\1600 Construction\1003 City Correspondence\Notice_to_proceed.doc\AQ\tb
1055 South Grady Way - Renton, Washington 98055 l \ ic, LN 1 lJ 1N
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Email: jack.rucinsky@eli.net
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H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th File/New/other/pubwks/Preconform
Ct Ilrainaov rmnrnvr t Pr iv t\rr m Pity ('nrrvcnnnilnnrP\Prnrnn_Untiry A—\riwr\th
' 6 CITY OF RNTON
„u ECity Clerk
T
Jesse Tanner, Mayor Bonnie I. Walton
July 15, 2003
John Malaspina
D.D.J. Construction Co., Inc.
11301 186th Ave. SE
Issaquah, WA 98027
RECEIVED
JUL .15 2003
CITY OF RENTON
UTILITY SYSTEMS
RE: SW 7th Street Drainage Improvement Project Phase I; CAG-03-103
Dear Mr. Malaspina:
At its regular meeting of July 14, 2003, the Renton City Council accepted your bid for the above -
referenced project in the amount of $305,293.34.
Please contact Allen Quynn, 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,
Michele Neumann
Deputy City Clerk
/mn
cc: Allen Quynn, Project Manager
Margie Schwarz, Business License Accountant
1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516
® This paper contains 50 % recycled material, 30 % post consumer
RENTON
AHEAD OF THE CURVE
CITY OF RENTON
Jesse Tanner, Mayor
July 15, 2003
Wade Archer
Archer Construction, Inc.
7855 S. 206th St.
Kent, WA 98032-1354
RE: SW 7th Street Drainage Improvement Project Phase I; CAG-03-103
Dear Mr. Archer:
City Clerk
Bonnie I. Walton
At its regular meeting on July 14, 2003, the Renton City Council accepted the bid
submitted by D.D.J. Construction Co., Inc. for the above -referenced project in the amount
of $305,293.34.
Thank you for your interest and your bid.
Sincerely,
Michele Neumann
Deputy City Clerk
cc: Allen Quynn - Project Manager
1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516
® This paper contains 50 % recycled material, 30 % post consumer
RENTON
AHEAD OF THE CURVE
40 CITY OF RENTON
.,LL7M City Clerk
Bonnie I. Walton
Jesse Tanner, Mayor
July 15, 2003
Cy Morse
Construct Co.
2030 Dexter Ave. N. #117
Seattle, WA 98109
RE: SW 7th Street Drainage Improvement Project Phase I; CAG-03-103
Dear Mr. Morse:
At its regular meeting on July 14, 2003, the Renton City Council accepted the bid
submitted by D.D.J. Construction Co., Inc. for the above -referenced project in the amount
of $305,293.34.
Thank you for your interest and your bid.
Sincerely,
Michele Neumann
Deputy City Clerk
cc: Allen Quynn - Project Manager
1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516
8 This paper contains 50 % recycled material, 30 % post consumer
RENTON
AHEAD OF THE CURVE
�y CITY OF RENTON
City Clerk
Jesse Tanner, Mayor Bonnie I. Walton
July 15, 2003
Nick Coluccio
Frank Coluccio Const. Co.
9600 M.L. King Jr. Way S.
Seattle, WA 98118
RE: SW 7th Street Drainage Improvement Project Phase I; CAG-03-103
Dear Mr. Coluccio:
At its regular meeting on July 14, 2003, the Renton City Council accepted the bid
submitted by D.D.J. Construction Co., Inc. for the above -referenced project in the amount
of $305,293.34.
Thank you for your interest and your bid.
Sincerely,
Michele Neumann
Deputy City Clerk
cc: Allen Quynn - Project Manager
1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516
® This paper contains 50 % recycled material, 30 % post consumer
RENTON
AHEAD OF THE CURVE
R410
CITY OF RENTON
City Clerk
J e Tanner, MaBonnie I. Walton
yor
July 15, 2003
Brian Kittleson
Gary Merlino Const. Co., Inc.
9125 loth Ave. S.
Seattle, WA 98108
RE: SW 7th Street Drainage Improvement Project Phase I; CAG-03-103
Dear Mr. Kittleson:
At its regular meeting on July 14, 2003, the Renton City Council accepted the bid
submitted by D.D.J. Construction Co., Inc: for the above -referenced project in the amount
of $305,293.34.
Thank you for your interest and your bid.
Sincerely,
Michele Neumann
Deputy City Clerk
cc: Allen Quynn - Project Manager
1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516
® This paper contains 50 % recycled material, 30% post consumer
RENTON
AHEAD OF THE CURVE
R410
CITY OF R-ENTON
City Clerk
Jesse Tanner, Ma
Bonnie I. Walton
yor
July 15, 2003
Bret Lane
Laser Underground & Earthworks, Inc.
6632 S. 191st Pl. #E-104
Kent, WA 98032
RE: SW 7th Street Drainage Improvement Project Phase I; CAG-03-103
Dear Mr. Lane:
At its regular meeting on July 14, 2003, the Renton City Council accepted the bid
submitted by D.D.J. Construction Co., Inc. for the above -referenced project in the amount
of $305,293.34.
Thank you for your interest and your bid.
Sincerely,
Michele Neumann
Deputy City Clerk
cc: Allen Quynn - Project Manager
1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516
® This paper contains 50 % recycled material, 30 % post consumer
RENTON
AHEAD OF THE CURVE
�; CITY OF RENTON
4 City Clerk
Jesse Tanner, Mayor Bonnie I. Walton
July 15, 2003
Donald A. Neal
Westwater Const. Co.
31833 Kent Black Diamond Rd.
Auburn, WA 98092
RE: SW 7th Street Drainage Improvement Project Phase I; CAG-03-103
Dear Mr. Neal:
At its regular meeting on July 14, 2003, the Renton City Council accepted the bid
submitted by D.D.J. Construction Co., Inc. for the above -referenced project in the amount
of $305,293.34.
Thank you for your interest and your bid.
Sincerely,
Michele Neumann
Deputy City Clerk
cc: Allen Quynn - Project Manager
1055 South Grady Way -Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516
8 This paper contains 50 % recycled material, 30 % post consumer
RENTON
AHEAD OF THE CURVE
;y CITY OF RENTON
..ii Planning/Building/PublicWorks Department
Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator
May 8, 2002
Phil Segami, Development Services Engineer
WSDOT King Area Development Services, MS 240
P.O. Box 330310
Seattle, WA 98133
SUBJECT: SW 7TA STREET STORM SYSTEM IMPROVEMENT BETWEEN LIND
AVE. SW AND BURNETT AVE. S.
Dear Mr. Segami:
The City of Renton is in the planning phase of a construction project to improve an existing
storm pipe on SW 7th St. The proposed pipe would cross State right-of-way at the intersection
of SW 7th Street and SR-167, approximately 2,200 feet north of the I-405 Interchange. I've
included below a summary of the project proposal.
Please review the proposal and provide any comments and concerns you may have by May 31,
2002.
PROJECT OBJECTIVE
The purpose of this project is to replace approximately 3,500 linear feet of undersized storm pipe
with new corrugated polyethylene pipe (CPEP) or concrete pipe ranging in size from 36- to 60-
inches on SW 7th St. between Lind Ave. SW and Burnett Ave. SW. Replacement of this pipe
will accomplish the following objectives:
Reduce the extent and frequency of flooding at the intersection of SW 7th St. and
Shattuck Ave. S.
• Increase the capacity of the SW 7th St. system such that storm systems upstream can be
improved to reduce local flooding.
• Complete the construction prior to the scheduled street overlay of SW 7th St.; thus, avoiding
the necessity of having to tear up and replace the new asphalt.
PROJECT BACKGROUND
The project is located in the Northwest and Northeast quarters of Section 19, Township 23 North,
Range 5 East W.M., City of Renton, King County, Washington. The project will extend along
SW 7th St. from Burnett Ave. S. west to Lind Ave. SW (see attached map).
The oldest portions of the existing storm system on SW 7th St. were originally installed prior to
the 60's with subsequent conveyance improvements of the system completed in the early 70's
and late 80's. The system extends a distance of 1.3 miles from the north side of Burnett Ave. S.
H:\DIVISION.S\UTILITIE.S\DOCS\2002\2002-286.docAQ\\tb T O
1055 South Grady Way - Renton, Washington 98055 E
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May 8, 2002
Page 2
on the upstream end to the outfal I at the Black River Pump Station forebay, located just west of
Nachess Ave. SW.
The SW 7th St. storm system is the primary trunk line that serves a 676-acre drainage basin
identified as the South Renton Subbasin. The basin includes portions of downtown Renton
bounded by Airport Way to the north, Grady Way to the east, SW 7th St. to the south and 81st
Ave. S. on the West Hill to the west. Four secondary pipe systems are tributary to the SW 7th St.
system. Two of these systems, identified as the Hardie Ave. SW/Lake Ave. S. system and the
Shattuck Ave. S. system, are dependent on the improvements to the SW 7th St. to reduce local
flooding in these areas. The SW 7th St. storm improvements will need to be completed before
improvements can be made to these systems.
The proposed project site lies entirely in City of Renton right-of-way.
PROJECT DESCRIPTION
The SW 7th St. Storm System Improvement Project will consist of replacing approximately
3,500 linear feet of storm pipe. The existing pipe system consists of a combination of corrugated
metal and concrete pipe ranging in size from 24- to 54-inches. The proposed pipe will range in
size from 36- to 60-inches. The exact pipe size and alignment will be determined during the
design phase.
The new pipe will begin at an existing manhole on Burnett Ave., which is the junction point of
two existing upstream storm systems serving Burnett Ave. and S. Grady Way. The new storm
pipe will continue west along SW 7th St., crossing the major intersections of Rainer Ave. S. and
Hardie Ave. S., before terminating at the intersection of Lind Ave S. At Lind Ave. S. the
existing storm pipe diameter increases from a 54- to 60-inches. The proposed pipe will
terminate at Lind Ave. as the remaining portion of the system downstream to Nachess Ave. has
sufficient hydraulic capacity. The storm system design scope will include a complete analysis
and recommended alternatives for the entire system including the remaining portion of the SW
7th St. system down to the outfall to the Black River forebay. Additional storm improvements
on SW 7th St. downstream of Lind Ave. S. may be required, but will be completed as part of a
future CIP.
It is anticipated that the project will be constructed in phases. The first phase will include
improvements from Lind Ave. S. to Rainier Ave. S. with the second phase picking up the
remaining portion between Rainier Ave. S. and Burnett Ave. S.
Because of the high traffic volumes on SW 7th St., particularly between Rainier Ave. S. and
Lind Ave. S., careful consideration and evaluation will need to be given to all possible
alternatives to minimize traffic impacts during construction. Every effort will be made to design
around potential utilities; however, it is anticipated that some utility relocation will be required
either prior to or during construction.
H:\DIVISION.S\UTILITIE.S\DOCS\2002\2002-286.doc\tb
41r
May 8, 2002
Page 3
PROJECT SCHEDULE
Task
Consultant Begins design
Base Map, Geotechnical Investigation and Survey completed
Preliminary Design Completed
SEPA Review Completed
Final Design and Specs Completed
Bid Project
Begin Construction
Project Completion
If you have any questions, please call me at 425-430-7247.
Thank you for your time.
Sincerely,
Allen Qiater
Project Manager
Surface Utility
Enclosure
Due Date
April 2002
June 2002
September 2002
December 2002
February 2003
March 2003
May 2003
September 2003
H:\DIVISION.S\UTILITIE.S\DOCS\2002\2002-286.doc\tb
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SW 7th Street Storm System Improvement Project
Allen Quynn - Re: Burnett Park Trees Page 1
From: Terrence Flatley
To: Quynn, Allen
Date: 4/3/03 1:22PM
Subject: Re: Burnett Park Trees
Thanks for meeting with me, Allen
As I mentioned, Parks would prefer the trees remain and that the sewer construction not impact the trees.
If it must and the trees have to be removed, Parks would like to choose the trees, their sizes and the
planting locations within the park. Parks would be willing to arrange for the entire tree planting portion.
If the trees are to remain, Parks would like to prune the trees as needed to avoid equipment/construction
damage. Also, protective fencing would have to be erected around the trees to insure they and their roots
are not disturbed more than necessary.
I obtained an estimate for trees that are six inches diameter of $1300.00 each, installed and guaranteed
We would require 4 such trees (total diameter inches of the existing two trees = 26 inches). When you
have decided which will work for you, please let me know, thanks.
>>> Allen Quynn 04/03/03 08:28AM >>>
Lets do it at 10:00
>>> Terrence Flatley 04/02/03 05:49PM >>>
Hi Allen,
I got your voice message about the trees. Let's meet onsite to look things over. I think that will be the
quickest way to see what can or cannot be done. I am free tomorrow after 9:30am.
CC: Betlach, Leslie; Hemphill, Ronald
CITY OF RENTON
PlanningBuilding/PublicWorks Department
J e Tanner, Mayor Gregg Zimmerman P.E., Administrator
March 10, 2003
Stacey Clear, P.E.
Gray & Osborne, Inc.
701 Dexter Ave. North, Suite 200
Seattle, WA 98109
SUBJECT: SW 7TH STREET STORM SYSTEM IMPROVEMENT PROJECT -
ADDENDUM 2 (CAG-02-121)
Dear Stacey:
Enclosed please find one (1) original signed Addendum No. 2 for your records. You are
authorized to proceed with the work as described in the attached scope of work, budget
and schedule. Prior to beginning the storm pipe cleaning, the contractor will need to
obtain a no fee right-of-way permit from the City as well as produce a traffic control plan
that must be approved by the City Traffic Operations Section. Also, the City will be
providing a City inspector so I would like to set-up a mini pre -construction as soon as
possible with the contractor and City Inspector to discuss any issues regarding night
work.
Rick Kokko is the point of contact for the right-of-way permit and Jun Aesquivel will
review and approve the traffic control plan. They can be reached at 425-430-7266 and
425-430-7301, respectively.
Please call me at 425-430-7247 if you have any questions.
Sincerely,
1
Allen Quynn, oje Manager, P.E.
Surface Water tility
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
Project\ 1003 City Correspondence\addendum2 NTP.doc\AQ\tb O 1055 South Grady Way - Renton, Washington 98055
® This paper contains 50 % recycled material, 30 % post consumer AHEAD OF THE CURVE
;y CITY OF RENTON
�t Planning/Building/PublicWorks Department
Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator
February 24, 2003
Eric Davis
King County Wastewater Treatment Division
201 S. Jackson St. MS KSC-NR-0508
Seattle, WA 98104-3855
SUBJECT: SW 7TH STREET DRAINAGE IMPROVEMENT PROJECT — 30%
DESIGN
Dear Mr. Davis:
Enclosed please find '/2 scale size drawings of the 30% design plans for the SW 7tl' Street
Drainage Improvement Project. Please review and provide any comments. Although the plans
are at the 30% design stage, the alignment is pretty much set and there shouldn't be many
changes at this point other than adding detail sheets and storm pipe laterials which are not
currently shown.
Of particular note are the two sanitary sewer connections with the Metro line at the intersections
of Hardie Ave. SW and SW 7th St. (see Sheet 6) and on SW 7th St. 160 feet west of Shattuck. The
design proposal at Hardie Ave. SW is to set a new sewer manhole and redirect sewer flows into
SSMH 5319-175 (Metro Measuring MH). The other connection involves setting two manholes
on the south side of the street and making a connection directly into the 108-inch manhole
(Sheet 9). As I understand it, Metro needs to give written approval for any connection into their
system.
It is anticipated that project construction will begin in June of this year.
Please call me if you have any questions at 425-430-7247.
Thank you for taking the time to review these plans.
Sincerely,
Allen Quynn, P oje Manager, P.E.
Surface Water til I
enclosure
cc: File
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
Proiect\1003 City Correspondence\metro letter.doc\AQ\tb R E N T O N
1055 South Grady Way - Renton, Washington 98055
AHEAD OF THE CURVE
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Allen Quynn - TV of existing storm lienon 7th Page 1
From:
Allen Quynn
To:
Straka, Ronald
Date:
1 /16/03 10:16AM
Subject:
TV of existing storm lienon 7th
Here are the lengths of pipe that need to be tv'd in order of preference:
Total length of existing pipe to be replaced (on south side) = 2325 LF
Length of clay line on north side (Burnett to Morris) �495 LF
Length of concrete on north side from Morris to Shattuck = 525 LF
Length of remaining concrete pipe (Shattuck to just east of Hardie) = 1005 LF
SW 71h Street Storm Drainage Improvement Project
Pre -design Meeting Agenda
Friday, January 10, 2003
9:00-11:00
Renton City Hall
Room 521
I. Introductions
II. Schedule
• Bid Advertisement -
• Begin Construction
• Project Complete
III. Review of Pre -design Comments
• Plan Review
• Transportation
• Traffic Operation
• Sewer
• City Shops
• Water - vviV 'at f 7-
IV. Transportation/Traffic Operations Issues
• Traffic Control
• Detours, Bypass
• Street Overlay
V. Plan Review/Environmental Issues
• Noise Ordinance
• Working Hours
• Impacts to Business
• Dewatering - Discharge into Metro
• Public relations
VI. Sewer Issues
• Items not covered in pre -design comments
• Cost sharing of relocations
VII. Water Issues 44J _ lj-
• Identify depth and location of conflicts early
VIII. City Maintenance Issues
'✓ • TV existing storm line on 7 h — identify specific sections
• Potholing of utility crossings ✓ ' h", f Fr-
At this time team members representing City Utility Sections may leave
IX. Review of Surface Water Utility Design Comments °1 yod- Pwec.
,/e Sewer conflicts - Box culvert vs. 60"pipe west of Hardie"
Odd size pipe at STA 7+23 ':> fx, N (.
Alternative Alignment at Hardie Ave.
w/• Best location for manholes at Rainier
Utility conflicts with proposed MH at STA 21+00
Is MH needed at STA 22+85
Relocation of side sewer at STA 24+17
�/ • 60-inch pipe up Shattuck
" Lower pipe at STA 31+00
v • Eliminate last section of pipe and tie into MH at STA 3 7+20
GvtrlL o f 6&1% 51-Y, 6
Mu ti h V(Z
X. Contract Iss efi s
• Geotechnical Study - Scope of Work
• Separate Addendum for potholing work
• Remaining Work — 30% design, SEPA
XI. Hydrologic/Hydraulic Modeling
• Review Comments
• Model calibration
5-r,4
Ind Ae CV 40W dr �i � 1�, , �►
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: January 10, 2003
TO: Gray and Osborne
FROM: Allen Quynn
SUBJECT: SW 7tb St. Pre -design Report Review Comments
The following is a compilation of review comments by City staff for the SW 71h St. Pre -design
Report:
Plan Review
Through out the document, existing sanitary manholes are designated with the initials
"SWMH" rather than "SSMH". This caused some minor confusion as to whether the
new sanitary line was being connected to a storm drain.
2. At Sta. 4+77, a 72-inch CH is called out. At that station is an existing 120-inch
round vault built in place to provide a future 60-inch line when Walmart was built.
As -built drawing R-2236 should provide the information for this location.
3. Some o the franchise locations may have changed with the construction around the
King County project and upgrades to the water lines.
4. Just as aesthetic note, but the franchise colors are too light and very difficult to read.
�( S; if 5k'41 -
5. On Sheet 2 of 14: Why does the new 60-inch pipe appear smaller than the existing
60-inch pipe even though the notes show it is matching inverts, or is it as optical
illusion?
Transportation
1. There will need to be some discussion as to whether the overlay will be part of the
construction or done the following year. —
if do
2. If possible, manhole covers should not be placed directly within the wheel path since
traffic continuously going over the manholes more quickly fatigues both the structure
and the asphalt around the structure. ,t "'f
3. Trench restoration standards, traffic control standard procedures and any other
applicable City of Renton standards will be adhered to. Y ,s
Traffic Operations
1. Traffic Systems expects to construct a traffic signal at the intersection of SW 7`h St.
and Lind Ave. SW in calender year 2003. The signal project will install a conduit
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 70h St. Drainage Improvement
Project\1003 City Con•espondence\Predesign_comments2.doc\cor
crossing SW 7`h St. on the east side of the intersection from the SE corner to the NE
corner. Project construction will probably begin prior to the storm project.
u7�
2. City and consultant will need to coordinate traffic control plan. This will need to be a
detailed bid item that explains to the contractor what can and cannot be done in
regard to detours and road closures.
l
Sanitary Sewer 1, !►c ,,,,ea k� 51 •�`"`� 5ivtv� TI t
1. Manhole 5319-175 is owned by King County. This is an old metering manhole from
when Metro was going to meter all flows into their line for billing purposes.
I �h F° According to Eric Davison form the County, he said that the manhole can be treated
like a standard manhole and make a connection. The plans for the proposed sewer
1L. C work should be routed to Eric for County review. It would probably be a good idea
Q to contact him directly and get King County's written approval of the concept prior
l to that item becoming a critical path.
q V 2. The new w `� -
se sewer installed on the south side of SW 7 Street west from manhole 5319
175 should be designed as deep as necessary to allow service to the Kohlwes
Building (Renton school District Admin. Building in the former PNB Building) at
300 SW 7`b Street and Bob Bridge Toyota at 150 SW 7 h St.. The sewer on th nor-
�` side, west of manhole 5319-013 will then be abandoned. 5tr� ^ f� 6
3. The old side sewer north out of manhole `SWHM RO1-66A' should be replaced with
a new stub over the top of the 60" storm line. The stub, for potential future use,
would hopefully minimize the need to re -open the new road and work around the
new storm line. Pa f— k ( -C • --� 4 (7 L_ �, - Ue S5 M H
4. There is a side sewer to the south that is approximatelyr�143 feet east of manhole
5219-011 (Sta. 11+22) to serve Jimmy Mac's (225 SW 7ffi St.). This line should be
shown and identified as needed to be reconnected to the new sewer installed on the
south side of the road.
ryv--Ju- 54ce%t ba�- c fi — w ec„ c
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
Project\1003 City Correspondence\Predesign_comments2.doc\cor
0
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: January 9, 2003
TO: Gray and Osborne
FROM: Allen Quynn
SUBJECT: SW 71h St. Pre -design Report Review Comments
The following is a compilation of review comments by City staff for the SW Vh St. Pre -design
Report:
Surface Water
Allen
Two columns should be added to Tables 5, 6, 7 and 8 that includes headwater
elevation and freeboard (difference in headwater elevation and the rim). This would
give a sense of how much storage (flooding) is occurring and would help to interpret
the flow values in the spreadsheet. For example, why is the discharge for Node 246
higher (19.4 cfs) than Node 310 (5.3 cfs) in Table 6, column 14 when Node 310 is
further down stream? Could it be that there flooding going on and some of the flow
is overland flow? [Yes. We will add two columns showing the headwater
elevation and freeboard in the upstream nodes for the 25-year storm event for
Tables 5 through 8. The discharge is higher for the downstream node in the
case of Node 310 versus Node 246 due to the loss of water at Shattuck (Node
SH5). The model was set up to not allow flooded water along SW 7th St. to re-
enter the system so in this case, 60,820 cf is lost at Shattuck Avenue and does not
re-enter the system. Hence, this results in lower resulting flow rates downstream
of the flooded manhole.]
2. Does the discharge in the last column of Table 7 and 8, represent the flow in the 60"
pipe in SW 7'h or the flow in the parallel 72" pipe or both? [The discharge in the
last column represents flow through that particular pipe when a parallel pipe is
in place downstream. For example, the third row down in Table 7 displays a
flow rate of 107.2 cfs in the particular pipe that has node 10 upstream and node
5 downstream. The actual 72" parallel pipe is labeled "L111" (Table 7) and
"L110" (Table 8) in the "Conduit Name" column and is listed in the row
depicting Node 50 as the upstream node and Node 1_A,B1,B2 as the
downstream node.]
The report states that both alternatives would provide a 25-yr level of service if the
72-inch parallel system was built; however, Table 7 shows that there would still be
flooding at Morris Ave. (node 248). [The flooding at Morris Ave. (Node 248) is
very minor, only 4 cubic feet. The existing parallel pipe was not modeled for the
future design scenarios but it is anticipated that this flooding will not actually
occur if keeping the existing parallel pipe in service. This can be modeled if
desired.]
MARENTOM02640TreDesip Report\Predesign_comments2.doc\rnw
A
4. Why is it that the flow in the last column of Table 7 is in red which indicates flooding
at 25.7 cfs and the same point in Table 8 is shown as not flooding yet has a higher
discharge at 27.8 cfs? I found similar discrepancies at other nodes. A column with
the headwater elevation and freeboard would allow one to determine easily whether
of not there is flooding or surcharging at a particular node. [In the upgraded pump
station alternative (Table 8), less flow is coming down Shattuck Ave. and
therefore, there is less of a backwater effect and therefore no flooding at Node
248. In the diverted pump station flow alternative (Table 7), flooding does occur
and therefore, a smaller flow rate is shown for Node 248 because water is being
lost at this node. The table displays the maximum amount of flow that can be
handled in the pipe, not how much water is directed to the pipe. However, as
mentioned before, the flooding here is minimal and would not occur due to the
parallel system remaining in service.]
At certain nodes, the discharge under the hydraulic model is less than the runoff
calculated in KCRTS. As an example, Node SH65 in Table 5 shows a 25-yr, existing
condition discharge of 1.9 cfs which due to its color (blue) indicates the flow is
surcharging but still contained in the pipe. In Table 3, KCRTS calculated flows of
12.12 cfs, 5.37 cfs and 8.49 cfs for the three basins tributary to Node SH65. How can
it be that hydraulic model calculated only 1.9 cfs when if one assumes hydrograph
shifts are such to minimize the peak flow, the largest basin alone produces a flow of
8.49 cfs? Is there attenuation occurring that the model is or is not accounting for?
[Again, this is a result of flooding. The table only depicts the amount of water
modeled in the pipe. If flooding results upstream, this water is lost and is out of
the system. In the case mentioned here, 68,495 cf is flooded out of the system at
the next upstream manhole (node SH70).]
6. According to the model schematic, all of V 1 will be diverted to the Shattuck Ave.
system as part of Alternative 1. Is this realistic? Is it physically possible to divert the
entire basin to Shattuck Ave. or will the pump station still be necessary to handle
some of the local drainage? [Due to topo information, the pump station would
need to handle the local drainage in basin Vl. However, we modeled the most
conservative scenario from the 7`s St. SW perspective which completely removes
all pump station flows from the overburdened Hardie Avenue system. We will
further evaluate discharge points and additional off loading of flows in the
Rainier Ave. Pump Station evaluation.]
7. Does the pumping capacity for the Rainier Pump Station factor any inefficiencies in
the pumps due to wear and tear which could reduce the nominal pumping rate (page
4)? [No as far as the pumps are concerned however, we used a Hazen Williams
Coefficient of C=120 instead of the typical coefficient for new design (C=130)
when determining the system curve.]
8. How was the shift in time of concentration determined (pg 4)? [The time of
concentration was calculated through the modeling program StormShed using
lengths of sheet, shallow and channelized flow as determined from topo
information for the longest path of travel beginning at the furthermost point in
the basin to the input node in the model. For example, it takes flow in Basin B1
to go approximately 90 minutes from the most northern point in the basin to
reach Node 1 in the model so the hydrograph for Basin Bl was shifted by this
amount of time.]
MARENTON\02640\PreDesign Report\Predesign_comments2.doc\tnw
A
9. There was significant precipitation in November and early December. Rather than
trying to calibrate the model with limited data, we should wait until all the flow data
is collected at the end of March. Since the pipe size will not be larger than 60-inch,
there is no great urgency to have a calibrated model during the 30% or even 90%
plan submittal. If anything, the calibrated model may tell us that we can go to a
smaller pipe which is a much easier change to make in the design. I see no point in
spending the time calibrate two months worth of data. [We concur. December 14'h
resulted in a rainstorm of 1.31" of rain at Sea-Tac which may possibly be used
to calibrate a 6-month storm. Rainfall totals would have to be verified by City
personnel.]
10. The XP-SWMM model schematic for Alternative 2 should show the proposed
discharge into the SW 7"' St. system east of Lind Ave. The schematic currently shows
it connected to the Hardie Ave. system. Why was this route considered versus
maintaining the existing connection to the Hardie Ave. system? [We will correct
the schematic which was drawn in AutoCAD. The verbage was correct in that
we did model the pump station flows going directly into the SW 7'h St. system.]
11. The existing system on Lake Ave. S. is 24-inch diameter pipe from S. Tobin to S. 2'd
St.. The XP-SWMM Model shows a 15-inch diameter pipe at Node 135A. [The pipe
from 135A to 130A will be revised from 15" to 24".]
12. The proposed 60-inch storm pipe is not shown accurately in the profile. It scales
about 6 inches in diameter smaller than it should be. This may have some impact to
utility crossings such as the 12-inch water crossing at Sta. 3+10. [We have shown
the 65.5-inch outside pipe diameter for 60-inch CPEP pipe. The outside
diameter for concrete pipe will be approximately 6 inches greater. This
difference in outside diameter is one consideration for using CPEP pipe.]
13. Will the existing 24-inch concrete pipe and structures to be abandoned between Sta.
6+40 and 9+50 be filled with concrete or remain as is. [This portion of the existing
storm system can be left in service to eliminate the need to connect additional
storm laterals. This item should be discussed at the meeting.]
14. It appears that the proposed design would maintain the existing 24-inch storm pipe on
the north side of 7'h from Sta. 14+70 to Sta. 31+00 (west of Morris Ave.). Depending
on the condition of this pipe, particularly east of Shattuck, additional structures may
have to be set to pick up catch basins and parking areas. In fact, new CB's should
designed and located to replace existing structures that meet drainage standards. [We
have discussed an alternate alignment between Shattuck and Burnett Avenues
that would locate the proposed 36-inch storm pipe within the alignment of the
existing north storm pipe. That alignment alternative would replace the older
pipe, catch more of the lateral connections, and potentially reduce construction
costs and the impact to SW 7'h Street during construction. Laterals will be
accounted for in any design alternative chosen. We have requested information
from ADS regarding "tee" connections for laterals that could be installed in
place of manholes. There would be a cost savings in using "tee" connections
rather than a new manhole at each connection point.]
MARENTOM02640TreDesign Report\Predesign_comments2.doc\rnw
15. On page 4, under the Calibration section, I would suggest including the plan for
incorporating flows that are currently being monitored but not yet used in the
calibration process. [We will add additional verbage pertaining to calibrating
later into the rainy season (i.e. March).]
16. CPEP may not be suitable given its size (60"). Concrete pipe may be a better option
as it's stronger and can withstand traffic loading better. Concrete is also a little more
forgiving when it comes to compaction. In short, the material cost savings with
CPEP may not be worth its disadvantages particularly given a location where we
can't afford to make a mistake. [We have researched traffic loading, buoyancy,
cost, and installation of CPEP pipe and compared it to concrete pipe. It is
recommended that at least 2 feet of cover be provided for H-20 loading for
CPEP pipe. Conservatively, this recommendation would be the same for
concrete pipe. The proposed cover is at least 2 feet throughout the project, and
over 3 feet between Lind and Morris Avenues. At this depth, buoyancy is not a
concern for either pipe material, even with a water table at the ground surface.
CPEP pipe, or equivalent, should cost less than concrete pipe and be quicker to
install, reducing traffic disruptions and traffic control costs. However, concrete
pipe is a viable alternative, as it is more difficult to damage the pipe during
construction. We can leave the bid open to either pipe and get a better price.]
17. On page 5, Hydraulic Modeling Scenario 3 states that "Modeling of an upgraded
station included the direct discharge of pump station flows to SW 7'h St., just east of
Lind Avenue SW, instead of onto the Hardie Ave. conveyance System...". It was my
understanding that flows from Sub -basin VI were still to be routed to the pump
station under this future condition since we do not really know if it is possible to
divert flows from VI to Shattuck. Maybe this is a trivial issue, but the logic should
be confirmed. [As with comment 6, we took the most conservative modeling
approach of diverting all pump station flows to Shattuck Avenue.]
18. I concur with your thoughts about obtaining additional information on model "nodes"
that experience surcharging. Specifically, I believe we should know if these "nodes"
experience surcharging (i.e. pressure flow but not flooding) or flooding (i.e. pressure
flow and water levels above grade). [Agree.]
19. On page 3, it is stated that certain invert information was not attainable. Which ones?
Again, maybe this is not important if R. W. Beck staff already collected this
information. [The inverts that were obtained from R.W. Beck are indicated by
the "f" symbol next to the appropriate inverts as shown on the plan sheets in
Appendix A.]
Plan Review
20. Through out the document, existing sanitary manholes are designated with the initials
"SWMH" rather than "SSMH". This caused some minor confusion as to whether the
new sanitary line was being connected to a storm drain. [We have revised the plans
to "SSMH" throughout.]
MARENTOM02640\PreDesign Report\Predesign comments2.doc\mw
21. At Sta. 4+77, a 72-inch CH is called out. At that station is an existing 120-inch
round vault built in place to provide a future 60-inch line when Walmart was built.
As -built drawing R-2236 should provide the information for this location. [We have
revised the size and orientation of this manhole.]
22. Some of the franchise locations may have changed with the construction around the
King County project and upgrades to the water lines. [Once construction of Morris
Avenue is complete, we intend on incorporating as -built information from that
project into the plans.]
23. Just as aesthetic note, but the franchise colors are too light and very difficult to read.
[We can discuss at the meeting. Construction documents will be blackline
drawings, with the line weights drawn per City standards.]
24. On Sheet 2 of 14: Why does the new 60-inch pipe appear smaller than the existing
60-inch pipe even though the notes show it is matching inverts, or is it as optical
illusion? [This is an optical illusion. The outside diameter of the existing 54-inch
storm pipe is approximately 65 inches whereas the outside diameter for 60-inch
CPEP pipe is 65.5 inches. We have offset the proposed pipe slightly for clarity
on the drawings.]
Transportation
There will need to be some discussion as to whether the overlay will be part of the
construction or done the following year. [To be discussed at the meeting.]
If possible, manhole covers should not be placed directly within the wheel path since
traffic continuously going over the manholes more quickly fatigues both the structure
and the asphalt around the structure. [Final design will locate manhole covers
outside of the wheel path where possible.]
Trench restoration standards, traffic control standard procedures and any other
applicable City of Renton standards will be adhered to. [Agree.]
Traffic Operations
Traffic Systems expects to construct a traffic signal at the intersection of SW 7h St.
and Lind Ave. SW in calender year 2003. The signal project will install a conduit
crossing SW 7`h St. on the east side of the intersection from the SE corner to the NE
corner. Project construction will probably begin prior to the storm project. [Exact
location of the conduit to be discussed at the meeting.]
2. City and consultant will need to coordinate traffic control plan. This will need to be a
detailed bid item that explains to the contractor what can and cannot be done in
regard to detours and road closures. [To be discussed at the meeting.]
Sanitary Sewer
Manhole 5319-175 is owned by King County. This is an old metering manhole from
when Metro was going to meter all flows into their line for billing purposes.
According to Eric Davison form the County, he said that the manhole can be treated
MARENTOM02640TreDesign Report\Predesign_comments2.doc\mw
like a standard manhole and make a connection. The plans for the proposed sewer
work should be routed to Eric for County review. It would probably be a good idea
to contact him directly and get King County's written approval of the concept prior
to that item becoming a critical path. [We will contact Eric Davison once a more
exact design of the sewer system is ready.]
The new sewer installed on the south side of SW Vh Street west from manhole 5319-
175 should be designed as deep as necessary to allow service to the Kohlwes
Building (Renton school District Admin. Building in the former PNB Building) at
300 SW 7`h Street and Bob Bridge Toyota at 150 SW 70' St.. The sewer on the north
side, west of manhole 5319-013 will then be abandoned. [The proposed sewer can
be laid out at a 0.5% slope between Stations 9+80 and manhole 5319-175. At
this slope, side sewer connections should be able to cross under the proposed 60-
inch storm pipe when using a minimum 2% slope for the side sewers.]
3. The old side sewer north out of manhole `SWHM RO1-66A' should be replaced with
a new stub over the top of the 60" storm line. The stub, for potential future use,
would hopefully minimize the need to re -open the new road and work around the
new storm line. [Pipe cover will be a concern for this side sewer if it crosses over
the top of the proposed 60-inch storm pipe. With a vertical separation of 0.5
feet between the 60-inch CPEP storm pipe and an 8-inch PVC sewer pipe, the
pipe cover of the sewer pipe will be approximately 2 feet at the crossing. This
pipe depth may not be adequate to service the property north of SW 71h Street.
We may want to discuss the possibility of connecting into the Metro sewer.]
4. There is a side sewer to the south that is approximately 143 feet east of manhole
5219-011 (Sta. 11+22) to serve Jimmy Mac's (225 SW 7`h St.). This line should be
shown and identified as needed to be reconnected to the new sewer installed on the
south side of the road. [The side sewer may require reconstruction in order to
connect it to the proposed sewer, as it will be deeper than the existing sewer
located under the north sidewalk.]
MARENTOM02640TreDesign Report\Predesign_conunents2.doc\mw
�Y PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT
Renton City Hall 1055 South Grady Way, Renton, WA 98055
❑ UTILITY SYSTEMS DIVISION 425.430 7234 Fax: 425-430-7241
❑ TRANSPORTATION SYSTEMS DIVISION 425.430.7321 Fax: 425.430.7376
To: DATE: JOB No.
RE:
WE ARE SENDING YOU
❑ SHOP DRAWING
❑ COPY OF LETTER
❑ ATTACHED
❑ PRINTS
❑ Under Separate Cover via
❑ REPRODUCABLE PLANS ❑ SPECIFICATIONS
the following items:
❑ ORIGINALS
AV,
MESSAGE: Me65! } �[ 1
Cam,// �e � tC 06Dcs -& Sln4ni /Taf 1hFoy watopo L/ z i -V3d— 7
These are transmitted as checked below:
❑ FOR SIGNATURE APPROVAL
❑
❑� FOR YOUR USE
❑
❑ AS REQUESTED
❑
❑ FOR REVIEW AND COMMENT
❑
Copies to:
APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL
APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION
RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS
❑ PRINTS RETURNED AFTER LOAN TO US
r
From: {
IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY US AT ONCE.
PBPW5001 09/99 bh
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CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: December 2, 2002
TO: Dave Christensen, Wastewater Utility Section
FROM: Allen Quynn, Surface Water Utility, X-7247
SUBJECT: Pre -design Report for the SW 7th St. Storm Drainage
Improvement Project
Enclosed please find a copy of the pre -design report for the SW 7th Street Storm Drainage
Improvement Project.
Please review the report, particularly the proposed pipe alignments depicted in Appendix A. If
possible, I would greatly appreciate it if you would provide any comments by
December 11, 2002.
Thank you for taking the time to review the document.
Enclosure
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
Project\1101 Design\PW Predesign MEMO.doc\tb
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: December 2, 2002
TO: Leslie Lahndt, Transportation Design
FROM: Allen Quynn, Surface Water Utility, X-7247 /9(
SUBJECT: Pre -design Report for the SW 7th St. Storm Drainage
Improvement Project
Enclosed please find a copy of the pre -design report for the SW 7th Street Storm Drainage
Improvement Project.
Please review the report, particularly the proposed pipe alignments depicted in Appendix A. If
possible, I would greatly appreciate it if you would provide any comments by
December 11, 2002.
Thank you for taking the time to review the document.
Enclosure
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
Project\1101 Design\PW Predesign MEMO.doc\tb
I
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: December 2, 2002
TO: Karl Hamilton, Transportation Operations
FROM: Allen Quynn, Surface Water Utility, X-7247
SUBJECT: Pre -design Report for the SW 7th St. Storm Drainage
Improvement Project
Enclosed please find a copy of the pre -design report for the SW 7th Street Storm Drainage
Improvement Project.
Please review the report, particularly the proposed pipe alignments depicted in Appendix A. If
possible, I would greatly appreciate it if you would provide any comments by
December 11, 2002.
Thank you for taking the time to review the document.
Enclosure
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
Project\1101 Design\PW Predesign MEMO.doc\tb
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: December 2, 2002
TO: Abdoul Gafour, Water Utility
FROM: Allen Quynn, Surface Water Utility, X-7247 /I
SUBJECT: Pre -design Report for the SW 7th St. Storm Drainage
Improvement Project
Enclosed please find a copy of the pre -design report for the SW 7th Street Storm Drainage
Improvement Project.
Please review the report, particularly the proposed pipe alignments depicted in Appendix A. If
possible, I would greatly appreciate it if you would provide any comments by
December 11, 2002.
Thank you for taking the time to review the document.
Enclosure
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
Project\1101 Design\PW Predesign MEMO.doc\tb
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: December 2, 2002
TO: Jack Crumley, PW Maintenance
FROM: Allen Quynn, Surface Water Utility, X-7247 /l�!
SUBJECT: Pre -design Report for the SW 7th St. Storm Drainage
Improvement Project
Enclosed please find a copy of the pre -design report for the SW 7th Street Storm Drainage
Improvement Project.
Please review the report, particularly the proposed pipe alignments depicted in Appendix A. If
possible, I would greatly appreciate it if you would provide any comments by
December 11, 2002.
Thank you for taking the time to review the document.
Enclosure
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
Project\1101 Design\PW Predesign MEMO.doc\tb
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: December 2, 2002
TO: Leslie Betlach, Parks
FROM: Allen Quynn, Surface Water Utility, X-7247
SUBJECT: Pre -design Report for the SW 7th St. Storm Drainage
Improvement Project
Enclosed please find a copy of the pre -design report for the SW 7th Street Storm Drainage
Improvement Project.
Please review the report, particularly the proposed pipe alignments depicted in Appendix A. If
possible, I would greatly appreciate it if you would provide any comments by
December 11, 2002.
Thank you for taking the time to review the document.
Enclosure
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
Project\I 101 Design\PW Predesign MEMO.doc\tb
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: December 2, 2002
TO: Neil Watts, Development Services
FROM: Allen Quynn, Surface Water Utility, X-7247 /?
SUBJECT: Pre -design Report for the SW 7th St. Storm' Drainage
Improvement Project
Enclosed please find a copy of the pre -design report for the SW 7th Street Stonn Drainage
Improvement Project.
Please review the report, particularly the proposed pipe alignments depicted in Appendix A. If
possible, I would greatly appreciate it if you would provide any comments by
December 11, 2002.
Thank you for taking the time to review the document.
Enclosure
HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
Project\1101 Design\PW Predesign MEMO.doc\tb
�. CITY OF REN ON
_ Planning/Building/PublicWorks Department
Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator
July 30, 2002
Mike Jauhola, P.E.
Gray & Osborne
701 Dexter Ave. North, Suite 200
Seattle, WA 98109
SUBJECT: SW 7TH ST. DRAINAGE IMPROVEMENT PROJECT (CAG-02-121)
Dear Mr. Jauhola
You are authorized to begin design work on the SW 7th Street Drainage Improvement Project.
Please proceed in accordance with the terms and conditions of the approved contract, scope of
work, schedule and budget. Enclosed please find one (1) original signed contract for your
records.
You should have in your possession most of the water, storm, sewer and road record drawings
within the limits of the proposed pipe alignment. I will check with the City Technical Services
Section and determine the procedure for sending you the City electronic base map information. I
also have some fiber and cable company schematics that I will forward to you as well.
I look forward to working with you and your staff on this project. If you have any questions,
please call me at 425-430-7247.
Sincerely,
Allen Quynn, E., reject Manager
Surface Wate Utility
Enclosure
cc: file
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1055 South Grady Way - Renton, Washington 98055 N
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CONTRACT CHECKLIST
STAFF NAME & EXTENSION NUMBER: AlI(yt Ouip,,, , X — -7;-q 7
DIVISION/DEPARTMENT: Z P/ B Z �>(J
CONTRACT NUMBER:
TASK ORDER NUMBER (if applicable):
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1. LEGAL REVIEW: (Attach letter from City Attorney)
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2. RISK MANAGEMENT REVIEW FOR INSURANCE: (Attach letter)
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4. INSURANCE CERTIFICATE AND/OR POLICY: (Attach original)
5. CITY BUSINESS LICENSE NUMBER: ;2- 3 ►-f .7'9 (Call Finance Dept.)
6. ACCOUNTS PAYABLE W-9 VENDOR FORM: (If not already on file with the Finance Dept., make sure the
contractor completes a vendor form and submits it to the Finance Dept.)
7. ATTACHED CONTRACTS ARE SIGNED BY CONTRACTOR/CONSULTANT:
(If not, provide explanation)
8. FISCAL IMPACT:
A. AMOUNT BUDGETED: (LINE rrEM) (See 9.b)* ;-�s ow
B. EXPENDITURE REQUIRED: -9V 71 ZY-3
9. COUNCIL APPROVAL REQUIRED: (Prepare Agenda Bill):
(See Policy and Procedure 250-02) Approve-V ey, , j y f y i 1 �GUZ-
A. CONTRACT OR TASK ORDER IS $50,000 OR OVER: (Refer to Council committee for initial contract
approval; place subsequent task orders on Council agenda for concurrence.)
B. *FUND TRANSFER REQUIRED IF CONTRACT EXPENDITURE EXCEEDS AMOUNT
BUDGETED. (Refer to Council committee.)
C. SOLE SOURCE CONTRACTS. (Over $20,000 refer to Council committee)
10. DATE OF COUNCIL APPROVAL (if applicable): 71 '' 0 )
11. RESOLUTION NUMBER Of applicable):
12. KEY WORDS FOR CITY CLERK'S INDEX:
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DC/forms/city/contracts/cklist.doc/LCF Rev:3/02
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: July 19, 2002
TO: Ron Straka
FROM: Allen Quynn
SUBJECT: Response to Gregg's note regarding the SW 7`h St. Drainage
Improvement Project and the Overlay Program
According to Bill Wressell, SW 7th St. was overlaid within the last 5 years in two locations. In
1999, the section between Rainier Ave. S. and Hardie Ave. SW. was overlaid due to a
deteriorating road surface. Bill was planning to hold off until the SW 7`h St. storm project was
completed, but this section of SW 7`" was in poor condition and needed to be repaired
immediately. He also overlaid a portion of SW 7`h between Burnett Ave. S. and Shattuck Ave S.
sometime after the Nisqually Earthquake due to road damage as a result of the earthquake. These
two sections combined represent about 40% of the total length of roadway that will be disturbed
during construction of the SW 7`h St. Drainage Project between Lind Ave. SW and Burnett Ave.
S.
Bill is planning to wait to overlay the remaining sections of SW 7'h (Shattuck Ave. S. to Ave. S.
and Hardie Ave. SW to Lind Ave. SW) until after the drainage project is completed.
The Surface Water Utility will be responsible for complete trench restoration including final full
street overlay for the portions of SW 7`h St. that were overlaid in the last five years (Rainier to
Hardie and Burnett to Shattuck). The Surface Water Utility will be responsible for a standard
asphalt trench patch (either half street or full street depending on final alignment of pipe) for the
remaining sections that have yet to be overlaid (Hardie to Lind and Shattuck to Rainier). The
overlay program will cove the cost to overlay these sections.
cc: file
H:\FILE.SYS\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2959 SW 7th St. Drainage Improvement
Prcject\PW MEM03.doc\a
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