HomeMy WebLinkAboutSWP272331 MEETING ATTENDANCE RECORD
PROJECT: Jefferson Avenue Family Housing DATE: October 22, 1997
LOCATION: 5th Floor Conference Room COORDINATOR: Kayren Kittrick
NAMEICOMPANY ADDRESS/CITY/ZIP PHONE
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PLEASE NOTE:If you wish to receive the minutes of this meeting,your full address must be listed.
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I IV CITY OF RENTON Construction Permit
Permit Number C 9 7 0 2 6 5
Permission is hereby given to do the following described work,
according to the conditions hereon and according to the approved
plans and specifications pertaining thereto, subject to compliance
with the Ordinances of the City of Renton.
Work Description
INSTALL UTILITIES FOR JEFFERSON AV FAMILY HOUSING
INCLUDING WATER, SEWER, STORM DRAINAGE WITH VAULT
AND LIGHTING WITH PAVING AND STREET IMPROVEMENTS .
ALL CONSTRUCTION IN ACCORDANCE WITH CITY OF RENTON
CODES AND THE ADDENDUM AS AMENDED AT THE PRECON
HELD 10/22/97
Job Address
1000 JEFFERSON AV NE
Owner
CCS/RENTON LIMITED PARTNERSHIP
100 23RD AV S
SEATTLE
WA 98144
Contractor
JOHN DANIELS CONSTRUCTION INC Contractor's License JOHND I*2 31 KE
2232 PACIFIC Contractor's Phone (5 0 9) 5 4 2-8141
BELLINGHAM, WA 98226 City License 1092
Contact CCS/RENTON LIMITED PARTNERS H I Wontact's Phone 206-328=5648
Other Information
Date Issued 10/2 2/19 9 7 Work Order 87031
Date of Expiration 0 8/2 0/19 9 8 Parcel Number
Date Finaled Inspector's Name THOMPSON, DAN
Inspector's Phone 9 9 9-18 2 8
It is understood that the City of Renton shall be held harmless of any and all liability, damage or injury
arising from the performance of the work described above. You will be billed time and material for any work
done by City staff to repair damages. Any work performed within the right-of-way must be done by a
licensed, bonded contractor. Call 277-5570 one working day in advance for inspections.
Locate utilities before excavating.
Call before you dig-48 Hour Locators 1-800-424-5555
I hereby certify that no work is to be done except Subject to compliance with the Ordinances of the
as described above and in approved plans, and that City of Renton and information filed herewith this
all work is to conform to Renton codes and permit is granted.
ordinances.
X X
Applicant Public Works Rep
THIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TIMES.
BD3203e 08/94 iif
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Permit C970265 DATA SHEET Page: 1
JEFFERSON FH 08/18/97 13:58
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Data: Process Tables
-------------------------------------
Screen No: 01 ......................
Engineering Utilities Base Screen
Parcel No: Status: PENDING Work Order #87031
Owner:CCS/RENTON LIMITED PARTNERSHIP
Description:INSTALL UTILITIES FOR JEFFERSON AV FAMIL
Cross Street:
Permit Type:UTIL (CONS,ROW,SIDE,STRM,WATR,UTIL,OTH)
Permit Dates > Issued:00/00/0000 Expires:00/00/0000
Finaled:00/00/0000 Extend:00/00/0000
INSPECTION APPPROVAL FEES
Estimated Project Cost: Actual Remaining Fee:
Water Cost 71000 1,682.96 Water Fee: 1,682.96
Sewer Cost 20000 474.07 Sewer Fee: 474.07
Stormdrain Cost 24000 568.89 Storm Fee: 568.89
Roadway Cost 20000 474.07 Roadway Fee: 474.07
Total Impr. Cost 135000 3,199.99 Remaining: 3,199.99
Total Fee: 6,399.98
Screen No: 02 ......................
Engineering Construction R.O.W. Side Sewer Stormwater Screen
STREET EXCAVATION/R.O.W CONSTRUCTION FEES
Enter Bond Amount: .00
Enter Feet: .00 .00
WASTEWATER/SIDE SEWER FEES
Enter Number of Connections
Residential: .00
Commercial: .00
Industrial: .00
Cut & Cap/Repair: .00
STORMWATER FEES
Enter Number of Connections
Residential: .00
Commercial: .00
Industrial: .00
Repair: .00
Screen Total: .00
Screen No: 03 ......................
Engineering Water Installation Screen
ENTER NUMBER OF ITEMS
Meter Greater Than 211: OOQuaLity Inspectn/Test: 4 160.00
Meter Tests 3/4 to 211: .00 Special Water Test: .00
Meter Tests over 211: .00 Cost of Test: .00
Time/Materials Cost: .00 Isolation Deposit: .00
Ring & Cover Castings: .00 Time/Materials .00
Service Size Reductns: .00
Service Kills .00 Total Screen 960.00
Meter Resets .00
Repair Damage to Serv: .00
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Permit C970265 DATA SHEET Page: 2
JEFFERSON FH 08/18/97 13:58
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Data: Process Tables Continued...
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Watermain Connections: 2 800.00
Watermain Cut and Cap: .00
Turn on/off after hrs: .00
Misc Water Cost .00
Screen No: 04 ......................
Engineering System Development Charges Screen
WATER
Single Family units .00 Multi-Family Units: 18 9180
Mobile/Manufactured Home:
All other uses sq.ft: .00
Hydrant or Sprinkler Y/N: N .00
Redevelopment Fee Y/N: N Proposed GPM: Existing GPM:
System Development Fee Y/N: .00 Redevelopment Charge: .00
SEWER
Single Family units .00 Multi-family Units: 18 6300
Mobile/Manufactured Home:
All other uses sq.ft: .00
Redevelopment Fee Y/N: N Proposed GPM: Existing GPM:
System Development Charge: .00 Redevelopment Charge: .00
STORMWATER Single Family units : .00
All other uses sq.ft: 22215.00 2865.74
Total Screen 18345.74
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Data: Fee Summary
-------------------------------------
Calculated Fees: 25,705.72 Total Fees: 25,705.72
Additional Fees: .00 Payments: 3,200.00
Total Fees: 25,705.72 Balance: 22,505.72
Post-it®Fax Note 7671 Date #of �
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ATTACHMENT A
PERNUT NO. C970265
JEFFERSON AVENUE FAMILY HOUSING
Inspector: Dan Thompson Project Manager: Kayren Kittrick
Phone: 999-1828 Phone: 277-4499
FRANCHISE UTILITIES:
1. The franchise utilities require copies of the approved construction drawings before
designing their facilities. Provide a copy of the approved composite drawing to each utility
for inclusion with their permit application.
2. Each franchise utility must apply for a separate permit prior to construction-in-existing or
future right-of-way. A blueline drawing showing the location of all utilities; city and
franchise, in redlines shall be submitted to the third floor counter for City review two
weeks before installation.
3. All franchise utilities shall be separated a minimum of five feet (5') horizontally and twelve
inches (12") vertically from City utilities.
GENERAL:
I. CALL FOR INSPECTION (24 HR NOTICE) BEFORE YOU START WORK.
NOTIFY FIRE, POLICE AND METRO OF CONSTRUCTION SCHEDULE. CALL
911 FROM A LOCAL LAND LINE ONLY. FIRE DISPATCH FROM CELL
PHONE: 854-2005
2. Contractors are advised to only use sets of drawings stamped and signed by the City of
Renton for constructing utility and transportation improvements. The approved plans do
not constitute a fill and grade permit or grant any rights to fill and/or grade outside of the
right-of-way. Keep a set of approved drawings on-site at all times.
3. Work hours for hauling in right-of-way are weekdays, 8:30 AM to 3:30 PM, Saturday by
approval only and no Sundays. Construction hours: 7:00 AM to 8:00 PM. Any changes
to work hours shall have prior approval from the City of Renton.
4. Contractor must call for City inspection before 3:00 p.m. on the previous day. Overtime
takes special authorization and scheduling in advance. Pay schedule is $50 per hour for
overtime.
5. Keep the streets clean. Truck washing and other measures as approved required for the
duration of the project. Provide whatever measures necessary for cleanup and dust control
during job and at night.
6. Traffic control and signing to be in accordance with the Manual on Uniform Traffic
Control Devices. Flaggers shall have hard hats, vests, signs and certification card. Haul
legal loads and observe all traffic laws. All truck maneuvering and materials storage to be
on-site only. Right of way to remain unobstructed when possible. No stockpiles on right
of way.
7. All utilities must be inspected prior to backfill.
8. The contractor, as well as the engineer, shall keep as-built drawings. All changes shall be
shown on as-builts. As-builts shall be per City specifications. All bends on waterlines
shall be surveyed prior to backfill with horizontal and vertical control for all bends
established. Sewer lines may be surveyed after backfill at manhole access. As-built
drawings must have a P.E. or L.P.S. stamp. Final occupancy will not be issued until
receipt and approval by the City of project utility and transportation improvement as-built
drawings.
9. For any field changes: If minor, submit a shop drawing or schematic through the inspector
or by FAX- 277-4455. If major, the project engineer should submit drawings and
complete justification, information and calculations as applicable to the Plan Review
project coordinator. The City will answer by memo or schedule a meeting within two days.
The field inspector can not give approval in the field for construction changes.
FIRE PREVENTION:
1. Maintain access to site at all times. Must be able to support emergency equipment in all
types of weather. Hydrants must be in place prior to any combustable installation above
the foundations.
2. All new hydrants shall be Cory type hydrants to be painted Safety Yellow. Iowa and
Renselear are manufacturers of Cory type. An alternate fire hydrant, Clow Medallion or
Mueller Super Centurion have been approved for use. Any hydrant installed shall be
equipped with 5-inch diameter Stortz "quick connect" style fittings.
3. New hydrants are to be covered with burlap bags until operational.
4. All blocking must be inspected by a City inspector prior to backfill.
5. Leads that exceed 50 feet in length shall be 8".
6. Call 911 from a local phone if the watermain needs to be shut off (emergency only). All
other water mains or valves shut down, call Renton Water Department at 235-2646.
7. Fuel: any temporary on-site fuel supplies shall have a separate permit from Fire
Prevention.
8. All underground mains serving fire sprinkler systems must be installed by a Washington
State certified fire sprinkler contractor.
9. Notify central dispatch 24 hours prior to work in the existing right-of-way. (Local Land
Line : 911) or Fire Dispatch (cell phone - 854-2005)
10. Any Hazardous Materials Permit or Hot Works Certification may be applied for through
Fire Prevention, second floor of Renton City Hall.
CITY UTILITIES
WATER:
1. Pipe materials, valves and fittings shall be as indicated in the approved plans and standard
notes. In the case of construction in proposed new roadways, all construction of the road
prism shall be accomplished and in place prior to utility installation to avoid damage or
disturbance of the infrastucture.
2. All connections to existing mains shall be accomplished by the City of Renton. The
contractor constructs the new water main to a point about ten feet short of the existing
main. All necessary excavation, shoring, and materials are supplied by the contractor and
shall be on-site prior to scheduling. Allowing at least two working days advance notice,
schedule the connection through the construction inspector.
3. Procedure for cleaning and construction testing of new water lines:
a. Temporary and permanent thrust blocks shall be formed. Concrete for thrust blocks
shall be delivered to the job. No on-site mixes are allowed. All blocking must be
inspected before backfilling.
b. Pipe cleaning shall be by poly pigging through vertical crosses installed at the ends of
the water lines to serve as pig launches and sediment traps.
c. All water lines shall be pressure tested to minimum of 200 psi or 150 over operating
pressure (static) for 2 hours. Services may be tested separately by visual inspection of
the Corp stop under static pressure.
d. Chlorinate for 24 hours, using liquid chlorine and chlorine pump assembly. The
inspector shall schedule chlorinating. Five working days advance notice is required.
e. Water used for flushing water lines shall be drained into sanitary sewer only.
f. Purity tests are collected by the construction inspector at blow-offs and hydrants.
Water purity tests are taken to the laboratory on Wednesdays. Contractor shall arrange
courier service for any other day. Test results are available in 5-7 days.
4. Crushed rock backfill to grade is required in City right-of-way. Recycled concrete may be
used in lieu of crushed rock backfill. Pit run type material may be considered for use in
backfill by the construction inspector. Compaction testing may be required.
5. Where conflict exists, the water main shall go under other utilities, however, it is preferred
that no water mains shall have more than 6 feet of cover. All water mains shall have a
minimum of three feet of cover.
6. Final acceptance shall be after final walk through inspection, adjustment of all structures,
and approval of as-builts and cost data inventory.
SANITARY SEWER:
1. All pipes and materials shall be per approved plan and standard notes. However, any
sewer pipe with less than four feet or greater than fifteen feet of cover shall be Ductile
Iron, Class 50 or C900 pipe.
2. Pipe bedding for PVC pipe shall be pea gravel or 5/8" minus crushed rock as approved y
the inspector 6" above and below the pipe.
3. Backfill shall be compacted to at least 95% of maximum density.
4. Contractor will be responsible for TV of the sanitary line. TV after channeling is
complete. Air tests on main and sidesewers shall be per City specification. Number 6
wire shall be wrapped around the stub and extended to the top.
5. Contractor shall asbuilt the invert elevation of side sewer stub. If cleanouts_ are installed,
the top and flowline shall be asbuilt and noted on the record drawings. _
STORM:
1. Approved temporary erosion control measures are to be installed and maintained at all
times to the satisfaction of the Public Works inspector for the duration of the project.
2. All pipes and materials shall be per approved plan. All roadway excavation and backfill
for construction of the road prism shall be accomplished prior to installation of the
drainage facilities to avoid damage or disturbance of the new infrastructure..
3. Contractor must notify engineer of any vertical conflict prior to proceeding with
construction. Submit a shop drawing for review.
4. Bedding material shall be per Standard Specifications 9-03.12(3).
5. Backfill shall be compacted to at least 95% of maximum density.
6. Catch Basins shall be grouted smoothly.
7. System shall be flushed and cleaned. City may request that the line be lamped.
8. Smooth interior wall corrugated polyethylene storm water pipe, where permitted, shall use
heat shrunk or watertight couplings. It shall also be bedded in pea gravel to the springline.
TRANSPORTATION:
1. Uniform traffic manual shall be followed for street closures and routing for traffic. The
approved traffic control plan shall be in place as required.
2. Paving -- The minimum compaction shall be 95% of maximum relative density on
subgrade and rock surfaces.
i
3. Contractor shall not leave open trenches overnight. Backfill, plate or fence all trenches.
The proposed method of cover or protection shall be submitted for approval to the
inspector. Shoring plates and cold mix to be on site at all times. Cold mix for sidewalks
and driveways may be required by the inspector for safety.
4. Watch for pedestrian traffic. Provide "sidewalk closed" signing as needed.