HomeMy WebLinkAboutBLD2022-01444 - BLD Permit / Conditions - 7/28/2022SW 1/4, NE 1/4 SECTION 5, TOWNSHIP 20 NORTH, RANGE 2 WEST, W.M. PARCEL NO. 22005-52-00042
PROJECT GENERAL NOTES
These notes supplement the drawings. Any
discrepancy found among the drawings, these notes,
and the site conditions shall be reported to the
engineer, who shall correct such discrepancy in
writing. Any work done by the contractor after
discovery of such discrepancy shall be done at the
contractor's risk. The contractor shall verify and
coordinate the dimensions among all drawings prior
to proceeding with any work or fabrication. The
contractor is responsible for all bracing and shoring
during construction. The Contractor is responsible for
furnishing and installing all materials, labor and
equipment necessary to complete the work shown on
these drawings and to obtain acceptance by the
County and the owner. The Contractor shall
coordinate all construction activities with adjacent
property owners. Adjacent roadways shall remain
accessible at all times. All areas disturbed during
construction shall be restored to their original
pre -construction state or better.
BIDDERS WARRANTY
By the act of submitting a bid for the proposed
contract, the Contractor warrants that:
A. The contractor and all subcontractors he
intends to use have carefully and thoroughly
reviewed the drawings and notes and have found
them complete and free from ambiguities and
sufficient for the purpose intended; further that,
B.The contractor has carefully examined the site
of the work and that from his own investigations, he
has satisfied himself as to the nature and location of
the work, as to the character, quality, quantities of
material and difficulties to be encountered, as to
the extent of equipment and other facilities needed
for the performance of the work and as to the
general and local conditions, and other items which
may in any way affect the work or its performance,
further that,
C.The contractor and all workmen he intends to
use are skilled and experienced in the type of
construction represented by the drawings and
documents bid upon; further that,
D Neither the contractor nor any of his employees,
agents, intended suppliers, or subcontractors have
relied upon any verbal representations allegedly
authorized or unauthorized from the owner or his
employees or agents, including the architect or
engineers, in assembling the bid figures; further
that,
E.The bid figure is based solely upon the construction
contract documents and soils/geotechnical reports,
and properly issued written addenda and not upon
any other written or verbal representations.
GENERAL NOTES (FOR ALL PROJECTS)
1. All workmanship and materials shall be in
accordance with the Mason County Standards and
the most current copy of the State of Washington
Standard Specifications for Road, Bridge and
Municipal Construction (WSDOT/APWA).
2. All safety standards and requirements shall be
complied with as set forth by OSHA, WISHA, and
Washington State Department of Labor and Industries.
3. All work in the County right-of-way requires a
Mason County Business License and right of way
permit. All contractors shall be licensed and bonded in
the State of Washington. Proponent shall comply with
all other permits and other requirements of the
governing authority or agency.
4. A pre -construction meeting with the Mason
County is required. The meeting shall be scheduled a
minimum of two (2) days before the start of
construction. Contact the County Engineering
Department at (360) 786-5590 to schedule.
5. It is the contractor's responsibility to notify the
County of his/her schedule. Inspection by County
personnel shall be during County work hours. County
inspection hours are 8:00 AM to 5:00 PM Monday
through Friday, except holidays. The proponent must
give the County a minimum of 24-hours notice for
inspections. No trenching on public right-of-way after
4:00 PM unless otherwise approved by the County.
Other work such as backfilling, cleanup, etc. or as
approved by the County is acceptable if 24-hour prior
notice is provided to the County.
6. Temporary erosion/water pollution measures
shall be required in accordance with section 1-07.15
of the WSDOT/APWA Standard Specifications, the
Washington State Department of Ecology Storm
Water Management Manual for the Puget Sound
Basin, and of the Mason County Code. At no time will
silts and debris be allowed to drain into an existing or
newly installed storm water facility or adjacent roads
or properties. The contractor shall not release storm
water to the sanitary sewer system. All erosion control
and water pollution prevention measures shall be
regularly inspected and maintained by the contractor.
7. It is the contractor's responsibility to notify all
emergency services (Fire, Police, etc.) if streets or
other accesses are obstructed. The contractor shall be
responsible for notifying the Fire Department.
8. The Contractor shall notify and work with all
affected property owners. The Contractor shall
provide the County with emergency telephone
numbers at the time of the preconstruction meeting
and shall supply a foreman on site at all times.
9. The contractor shall be responsible for all traffic
control in accordance with The Manual on Uniform
Traffic Control Devices and Department of Labor and
Industries. Prior to disruption of any traffic, traffic
control plans shall be prepared and submitted to the
County for approval. No work shall commence until all
approved traffic control is in place.
10. The contractor shall be fully responsible for the
location and protection of all existing utilities. The
contractor shall verify all utility locations prior to
construction by calling the Underground Locate line at
1-800-424-5555 a minimum of two (2) business days
prior to any excavations.
11. Water, sewer or storm service lines broken on
private property shall be repaired immediately by the
contractor in accordance with Uniform Plumbing Code
(UPC) or other appropriate standards. County service
lines broken in the County Right-of-way shall be
repaired by the County. The Contractor will be billed
for the repair work on a time and materials charge for
marked utility lines.
12. All utilities shall be staked for grades and
alignment by a licensed Engineering or Surveying firm
capable of performing such work.
13. Signed approved blueprints shall be on site at all
times while work is being performed.
14. The Contractor shall restore work area to same
or better condition unless otherwise approved or
specified.
15. All disturbed areas, other than pavement and
rocked surfaces, shall be seeded and mulched, or
similarly stabilized to the satisfaction of the County,
and in accordance with the Standards. For sites where
grass has been planted, the performance and or
maintenance guarantees will not be released until the
grass has been thoroughly established, unless
otherwise approved by the County.
16. If existing native material is determined by the
County to be suitable for backfill, the contractor may
use the native material.
17. All asphalt restoration shall be as specified in
the Mason County Minimum Road Standards or to
the depth of the existing pavement, whichever is
greater. Existing asphalt edges shall be sawcut to a
smooth straight edge prior to final patching, unless
otherwise approved by the County.
18. All concrete restoration shall be sawcut to a
smooth, straight edge prior to final patching, unless
otherwise approved by the County. 3000-psi concrete
shall be used, and shall be poured to the same depth
and alignment as the existing pavement. The County
may require doweling.
19. All permanent patching shall be accomplished
within seven (7) calendar days unless otherwise
approved by the County. Any temporary patch that
requires more than seven (7) calendar days shall be
hot mix asphalt concrete. Temporary patching shall
be 2" depth Class B asphalt concrete
pavement 2" medium curing (MC-250) liquid
asphalt (coldmix), or 2" asphalt treated
base. Contractor shall maintain the patch. If not
properly maintained, the County will perform any
necessary repair and bill the Contractor.
GENERAL NOTES: STREET CONSTRUCTION (IF
APPLICABLE)
1. Prior to working within the County Right-of-way
or on County Property, the Contractor must obtain a
Mason County Right -of -Way Permit. It is the
contractor's responsibility to verify the location of the
right-of-way.
2. All curb and gutter, street grades, sidewalk
grades, -and -any- other -vertical- andfo Horizontal
alignment shall be staked by a licensed engineering or
surveying firm capable of performing such work.
3. Where new asphalt joins existing, the existing
asphalt shall be cut to a neat vertical edge and tacked
with asphalt emulsion type CSS-1 in accordance with
the WSDOT/APWA Standard Specifications. The new
asphalt shall be feathered back over existing to
provide for a seal at the saw cut location and the joint
sealed with AR-4000W paving asphalt.
4. Compaction of subgrade, rock and asphalt shall
be in accordance with the WSDOT/APWA Standard
Specifications.
5. Form and subgrade inspection by the County is
required before placing asphalt or concrete.
Twenty-four hours notice is required for form
inspection.
6. Testing and sampling frequencies wll be as
described in the Mason County Design and
Construction Standards.
7. The Contractor/Developer provides and installs
street name and regulatory signs at their expense.
8. Where new asphalt joins existing asphalt, the
existing asphalt shall be cut to a neat vertical edge
and tacked with Asphalt Emulsion type CSS-1 per
Section 9-02.1(6) of the WSDOT/APWA Standard
Specifications. Tack coat shall be applied per Section
5-04.3(5)A. The new asphalt shall be feathered back
over existing to provide for a seal at the saw cut
location and the joint sealed in accordance with
Section 5-04.3(5)C of the WSDOT/APWA Standard
Specifications.
9. Compaction of subgrade, sub -base, base,
surfacing, pavement, or layers of similar material shall
be in accordance with Section 2-06 and Section
4-04.3(5) of the WSDOT/APWA Standard
Specifications for Road, Bridge and Municipal
Construction. Fill shall be provided in 6" maximum
lifts unless otherwise approved by the County, and
shall be compacted to 95 percent of its maximum
relative density.
10. Inspection by the County is required during all
phases of construction. It is the contractor's
responsibility to notify the County of his/her schedule.
Inspection by County personnel shall be required
during County work hours. County work hours are
8:00 AM to 5:00 PM Monday through Friday, except
holidays. A minimum of 24-hours notice is required
for inspection of any work by the County.
BASIS OF BEARING
Basis of Bearing is the bearing between two found
points in Phillips Lake road. the first being found 3/4
iron pipe w/brass tack in cap (last visited September,
1990), bearing N63°22'00" W, 150.00 feet to found
3/4 iron pipe w/brass tack in cap (last visited
December, 2021). See survey by Holman and
Associates, dated December 2021.
PROJECT SITE
Site Layout based on existing location and
measurements performed and shown on surey.
TransOlympic Engineering recommends verification all
site features and boundaries prior to construction.
Contractor should verify lines and bearings prior to
layout of bulkhead, site features, or other
improvements.
BENCHMARK
NAVD 1988 vertical datum. Project benchmark: IRON
BAR WITH PLASTIC CAP, ELEVATION = 193.71, (NAVD
88).
Two foot contour intervals shown
TOPOGRAPHIC NOTE
Topographic information was generally verified by
TransOlympic Engineering, Inc. by site visit.
AS -BUILT DRAWING NOTE
TransOlympic Engineering, Inc. is required by Mason
County to provide as -built certification prior to final
County acceptance. TransOlympic Engineering, Inc.,
will not certify as-builts unless we have inspected
actual installation of the storm and drainage features
prior to backfill. Provide 72 hours notice to schedule
inspections.
EXISTING UTILITY NOTE
Existing utility information depicted on these plans
was obtained from best available sources at the time
of design. Private services should be confirmed with
land owners, as they may not be of record and located
by location services. Contractor shall be solely
responsible for the relocation of existing underground
utilities depicted or not depicted on these plans.
2650 E Phill►p;
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VICINITY MAP
SHEET INDEX
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C2.0
NOTES AND COVER SHEET
SITE PLAN
DETAILS
APPLICANT:
OWNER:
PARCEL NO:
SITE AREA:
ZONING:
PROJECT INFORMATION
KRISTIN DOWNING
PO BOX 65929
UNIVERSITY PLACE, WA 98464
(253)820-1524
DOWNING MARITAL TRUST
PO BOX 65929
UNIVERSITY PLACE, WA 98464
22005--52-00042
APPROX. 0.19 ACRES, MORE OR
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Project Number
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Sheet Number
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(LAST VISITED
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LEGAL DESCRIPTIO
SW 1/4, NE 1/ SECTION 5, TOWNSHIP 20 NORTH, RANGE 2 WEST,
W.M. SITE AD ► ESS: 2650 E PHILLIPS LAKE LOOP RD. SHELTON, WA.
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BULKHEAD REPAIR SITE PLAN
TOPOG' A 'HY NOTE:
TOPOG' • IC INFORMATION FROM SURVEY
DATED ECEMBER 2021, BY CLIENT'S
SU ' OR, DAN HOLMAN, PLS
156%3, HOLMAN AND ASSOCIATES, LAND
SURVEYORS (360)426-2990
EXISTING UTILITIES NOTE:
EXISTING U11LI7Y INFORMATION WAS OBTAINED FROM BEST AVAILABLE SOURCES AT THE TIME OF
DESIGN. U11LI11ES MAY EXIST ON SITE THAT ARE NOT DEPICTED. CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR RELOCATION OF CONFLICTING DUSTING UTILITIES WHETHER SHOWN OR NOT. CALL
FOR LOCATES 2 WORKING DAYS BEFORE BEGINNING CONSTRUCTION. WWW.CALLBEFOREYOUDIG.COM
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Project Number
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SECTION THRU STAIRS
NO. DATE REVISION
PERMIT REVIEW SUBMITTAL
INCORP CLIENT REVIEW COMMENTS
1
04-15-22
04-27-22
Sheet Contents
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2650 E PHILLIPS LAKE LOOP ROAD
SHELTON, WA 98584
Designed By
MJL
Drawn By
SOG
Checked By
MJL
Dote
04-27-22
04-27-22
Project Number
22008
Sheet Number
C2.0
3 of 3