HomeMy WebLinkAboutSWP272223 Short Plat (SHPL# )
REQUEST FOR PROJECT# Prelim.Plat (PP# )
CAG# )
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Circle Size of Waterline: <z co 12" Circle One: New or Extension
Circle Size of Sewerline: 8" 10" 12" Circle One: New or Extension
Circle Size of Stormline: 12" 15" 18" 24" Circle One: New or Extension
Address or Street Name(s) _'S�Ao G1V Q`.V A(/Z— /t/a
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Check each discipline involved in Project Ltr Drwg #of sheets per discipline
Trans-Storm 7
(Roadway/Dtainage) (Off site improwrnents)(include basin name) (include TESC sheets)
❑ Transportation (Signadzation,Channelintion,Ughting) ❑
L,� ❑
X Wastewater ( a.WASH. EASr) ❑
Sanitary Sewer Main(include basin name)
Water (Mains,Valves,Hydrants) ❑
(include composite&Horizontal Cbl Sheets)
❑ Suface Water ❑ ❑
Improvements (CIP ONLY)(include basin name)
TS Use Only
Approved by TSM Date:
FOR DISTRIBUTION TO:
ED Water Utility Building Division
Wastewater Utility Public Works Constr Inspector
Surface Water Utility Fire Prevention
Maintenance Services
Transportation Systems El
From: PAUL LUMBERT 277-6206
Project:PACCAR TRUCK DECKING FACILITY PRECON
Ucation:N. 6TH ST&GARDEN AVE N
Attached please rind copies of
E] PERMIT
RECEIPT
LETTER OF SPECIAL BILLING
STUB SERVICE AGREEMENT
PRECON NOTES
X— PRECON ATTENDEES
DRAINAGE REPORT
MEMO-WATER BREAKDOWN
ED MAP WITH NEW MAINS AND VALVES
EM OTHER
MEETING ATTENDANCE RECORD
PRECONSTRUCTION
SUBJECT PACCAR TRUCK DECKING FACILITY DATE 10112/95
LOCATfON: N. 6TH ST & GARDEN AV fN
ATTENDEES
NAME COMPANY ADDRESS PHONE
SHEP CUTLER 21821-96 AVE SE 483-9277
FAX SAME
JAMES LEONARD PACCAR 1400 N 4TH 251.7514
FAX 251-7763
RON EGGE WILDER 1756 SE 112TH, BELLEVUE 637-2995
FAX 646-1002
DAVE BENN17T PACCAR 777-106TH AVE 455-7410
NE BELLEVUE FAX 453-5900
JOHN BROMLEY 1910 FAIRVIEW AV E, 324-9530
SEATTLE 98102
STEVE PERRIN 1404 N 4TH, RENTON 228-6463
FAX 226-3540
VINCE FINLEY UME 1300 N 130TH 364-9900
FAX 361-2126
JOHN STRAND UME 1300 N 130TH 364-9900
FAX 361-2126
KURT STRANNE WILDER CONSTR 1404 N 4TH, RENTON 228-6463
98055 FAX 226-3540
DENNIS HOOVER EVERGREEN ELECT 2615 S. JACKSON
CONSTR. SEATTLE 98144 FAX 329-9729
JACK WEISENBERGER POBOX 2049 PT 360-385-4221
TOWNSEND FAX 360-379-9395
BERT WALES IMPERO 2041 E BAKERWEW
BELLINGHAM 98226 FAX 360-733-7141
RICK KOKKO CITY OF RENTON 200 MILL AVE S 999-1831
INSPECTOR RENTON 98055 FAX 277-4455
PAUL LUMBERT CITY OF RENTON 200 MILL AVE S 277-6204
PROJECT MGR RENTON 98055 FAX 235-2541
KEVIN CASEY CITY OF RENTON 200 MILL AVE S 235-2642
FIRE PREVENTION RENTON 98055 FAX 277-4426
COREY THOMAS CITY OF RENTON 200 MILL AVE S 235-2642
FIRE PREVENTION RENTON 98055 FAX 277-4426
ATTACHMENT A
PACCAR TRUCK DECKING FACILITY
PERMIT NO. C950178
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.
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 combustible 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 "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. Kevin Casey 235-3524 will review
Hazardous Materials Plans (Pacific Environmental).
11. Emergency Response maps will be submitted to Kevin Casey when drawings are complete.
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 infrastructure.
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. (Rick Kokko or Mark
Wetherbee)
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. If the contractor elects to use schedule 56 D.I. Main (all
depths less than 4 feet of cover), per Abdoul Gafour recommendation to go over the storm
line instead of under, the contractor will be required to provide as-builts to the City upon
completion of the work.
6. Final acceptance shall be after final walk through inspection, adjustment of all structures,
and approval of as-builts and cost data inventory.
7. Paul notified of water meters fees: A) 1-1/2" domestic meter, drop-in service $300.00; and
B) 1" irrigation, full service $1,100.00.
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 by
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 side sewers shall be per City specification. Number 6
wire shall be wrapped around the stub and extended to the top.
5. Contractor shall as-built the invert elevation of side sewer stub. If cleanouts are installed,
the top and flowline shall be as-built and noted on the record drawings.
STORM:
1. Approved temporary erosion control measures are to be maintained at all times.
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 tamped.
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.
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. Keep field records for as-builts.
5. Truck hauling to be in non-peak hours only. (8:30 to 3:30)
6. Watch for pedestrian traffic. Provide "sidewalk closed" signing as needed.
GENERAL:
1. 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. For construction later
than 4:30 PM weekdays, please make prior contact with inspector (Rick Kokko 999-1831
or Mark Wetherbee 999-1829). This work will require overtime to be paid per schedule
shown below.
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.
1
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 Paul Lumbert (206) 235-6204. 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.
10. Utility drawings plus red line print showing recommended change for water line
installation for civil work were signed-out by Dave Bennitt of PACCAR 10/11/95 to be
returned with five blue-lined copies per City requirements.
11. Letter of Special Billing as well as Water Line Easements to City of Renton were
submitted on 10/11/95 to Dave Bennitt for signature.
cc: Dave Bennitt
Rick Kokko
Kevin Casey
Corey Thomas