HomeMy WebLinkAbout20140421001386 STORM WATER EASE & MAINT AGREEMENT 03/12/2012FIRST AMERICAN
Return Address:
City of Auburn
City Clerk
25 West Main
Auburn, WA 98001
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20140421001386
FIRST AMERICAN EAS 83 00
PAGE-001 OF 012
04/21/2014 15 34
KING COUNTY, WA
Above this line reserved for recording mfonnanon.
STORM WATER EASEMENT AND MAINTENANCE AGREEMENT
GRA11 =0015
Reference # (if applicable): N/A
Grantor/Borrower- Auburn Market, LLC
Grantee /Assignee /Beneficiary City of Auburn
Legal Description /STR. SW '/4S7 — T21 N — R5E
Assessor's Tax Parcel ID# 072105 -9046
THIS EASEMENT AND AGREEMENT made and entered into this day of
/y4 ' , 2012, by and between the City of Auburn, a municipal corporation
of King County, Washington, hereinafter referred to as "CITY" and
Auburn Market, LLC hereinafter referred to as "PROPERTY OWNER"
WHEREAS, PROPERTY OWNER has applied for certain permits with the CITY
for the construction of facilities for Auburn Medical /Professional Office Building
located at 265 Ion` Street NE, which create impervious surface; and
WHEREAS, the PROPERTY OWNER will complete a storm system; and
WHEREAS, the PROPERTY OWNER and the CITY desire that the storm system
be maintained to provide adequate facilities for controlling both the quantity and quality of
storm drainage; and
WHEREAS, for maintenance of a storm system it is necessary to have appropriate
right -of -way to bring in equipment to conduct maintenance functions; and
WHEREAS, maintenance requirement is a covenant running with the land and
binding upon all heirs, successors and assigns of both parties; and
WHEREAS, the parties desire that this Agreement be recorded to advise heirs,
successors and assigns of both parties as to the existence of this casement and agreement;
and?tili7P Y 5 t �8lit.::' :'M
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Storm Water Easement and Maintenance Agreement
Page 1 of 12
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EXCISE TAY ntnT REQUIRED
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WHEREAS, an casement is needed to bring in maintenance equipment; and
WHEREAS, the parties are both desirous of permitting inspection of the storm
system to make certain that it is functioning properly and for purposes of determining the
appropriate repairs.
NOW, THEREFORE, BASED UPON- MUTUAL COVENANTS TO BE
DERIVED THE PARTIES AGREE AS FOLLOWS
Section 1, EASEMENT
PROPERTY OWNER hereby provides a nun - exclusive easement to the City for
access, inspection, and maintenance for the purposes of this Agreement and the attached -
Storm Water Pollution Prevention Plan, over, under and on that real estate described in
Exhibits "A" & "B" and on that portion of the property as showing on the approved Record
Drawings revised pursuant to construction records for the City of Auburn under Permit No.
GRA11 -0015, which record drawings are hereby incorporated by reference as if set out in
full. This casement shall be a burden to that real estate which is legally described and
attached as Exhibits "A" & "B" and incorporated herein by this reference, and shall be a
benefit to the City Storm Drainage Utility System.
parties.
Section 2, HEIRS, SUCCESSORS AND ASSIGNS
This Agreement shall be binding upon the heirs, successors and assigns of the
Section 3, MAINTENANCE
The PROPERTY OWNER agrees to maintain the storm system in accordance with
the ordinances and all applicable codes of the CITY and the Storm Water Pollution
Prevention Maintenance and Operation Schedule attached as Exhibit "C" and incorporated
herein by this reference. The PROPERTY OWNER does hereby agree that the CITY may
enter onto the property of the PROPERTY OWNER via the casement described above to
inspect and perform necessary maintenance if, after the PROPERTY OWNER is given
notice to maintain, the PROPERTY OWNER fails to maintain. Further, the PROPERTY
OWNER agrees the CITY may enter onto the property of PROPERTY OWNER via the
casement described above to perform emergency maintenance in the event of the storm
system's failure which might result in adverse impacts on public facilities or private
facilities of other property owners. In both events the PROPERTY OWNER agrees to
reimburse the CITY for the costs incurred by the CITY in maintaining the storm system.
Should the CITY incur attorney's fees and/or costs in enforcing the agreement and /or in
maintaining or collecting maintenance fees, the PROPERTY OWNER agrees to pay
reasonable attorney's fees and all costs incurred by the CITY
Stonn Water Easement and Maintenance Agreement
Page 2 of 12
Section 4, ACKNOWLEDGMENT OF OTHER ENFORCEMENT ACTIONS
PROPERTY OWNER acknowledges that there may be liability for violations of
codes that could result in additional fines and/or the possibility of incarceration in addition
to the fees for maintenance should violations occur
EXECUTED as of the date first written above.
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Authorized ' ature Date
as �
Authorize Signature Dat
STATE OF WASHINGTON)
) ss
COUNTY OF KING )
I certifQ have knower have satisfactory evidence that �iye- KeSS�
and j VVeI ( (%Vldl/� Yl is /are the person(s) who appeared before me,
and said person(s) acknowledged that he /shc /they signed this instrument on oath stated that
he /she /they was /were authorized to cxecut the instrument and ackpow�ledge as the
ides of f zm a�7g LLC;
a limited liability company, to be the free and voluntary act of such party for the uses and
purposes mentioned in the instrument.
Dated oa "a.1- 1a
PATRICIA S. JOHNSON
NOTARY PUBLIC
STATE Of WASHINGTON
COMr.'iSSION EXPIRES
OC?Ohl-R 20. 2014
Notary Public in nd for
Residing at ytury_N
My appointment expires
Storm Water Easement and Maintenance Agreement
Page 3 of 12
ashington
CITY OF AUBURN
tm Carlaw, Storm Drainage Engineer Date
STATE OF WASHINGTON)
)ss.
COUNTY OF KING - )
1 certify that I know or have satisfactory evidence that Tim Carlaw is the person who
appeared before me, and said person acknowledged that he signed this instrument, on oath
stated that he was authorized to execute the instrument and acknowledged it as the
STORM DRAINAGE ENGINEER of THE CITY OF AUBURN to be the free and
voluntary act of such party for the uses and purposes mentioned in this instrument.
Dated 3// -2/1-,)-
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Notary Public in
Residing at —
My appointment
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File. #1317
REF FI: \DEVELOPMENT \Projects \Auburn Marketplace - Lot B \GRAI 1 -0015 - Auburn Medical
Professional Office Bldg Regular Grading #1317 06.14 11\Legal Docuntents\2012
Storm Water Easement and Maintenance Agreement
Page 4 of 12
EXHIBIT `A'
LEGAL DESCRIPTION
Revised Lot B in City of Auburn Lot Line Adjustment number LLA 01 -0006, according to
the survey under recording number 20010307000873, records of King County,
Washington.
Storm Water Easement and Maintenance Agreement
Page 5 of 12
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HORIZONTAL DATUM
- BASIS OF BEARINGS
THE BASIS OF BEARINGS
FOR THIS SURVEY IS THE
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FOR POSITION. THESE WSDOT MONUMENTS ARE
REFERENCED IN CITY OF
CONTROL NETWORK.
AUBURN HORIZONTAL
EXHIBIT B
Storm Water Easement and Maintenance Agreement
Page 6 of 12
EXHIBIT 'C'
STORM WATER POLLUTION PREVENTION
MAINTENANCE and OPERATION SCHEDULE
for
Auburn Medical /Professional Office Building
GRA NO GRA11 -0015
Site Address:
The project is located in a portion of the - southwest quarter of Section 7,
Township 21 North, Range 5 East, W.M. at 265 10th Street N.E., Auburn,
WA 98002. The tax parcel number is 072105 -9046
Introduction:
This storm drainage technical information report has been prepared to
address the City of Auburn's site development and storm drainage
requirements for the proposed Auburn Medical /Professional Office Building
located at 265 10th Street N.E. The site has an area of approximately
2.56 acres and is currently an undeveloped lot within an existing
commercial development. The subject site will be developed as a medical
and /or professional office building with associated utilities, parking and
landscape amenities.
The subject site will have a building in the center of the site with parking
surrounding the building. There is landscaping surrounding the building as
well as in the parking lot and adjacent to 10th Street N.E.
According to the City of Auburn's Construction Standards for storm water
management, the city requires storm water quantity and quality control to all
proposed developments. We have proposed to collect all of the storm
water runoff from the landscaped, building and pavement areas in a series
of catch basins. This water will be conveyed by storm drainage pipe to a
storm water quality and detention pond located northwest of the project site
in a dedicated drainage parcel (tax parcel no 072105 -9056) which serves
the existing commercial development. Here the storm water is released
into a storm drainage pipe running north along 'A' Street N E., discharging
to an existing drainage ditch on the west side of 'A' Street N.E.
This existing ditch flows north to 15th Street N W and eventually
discharges into Mill Creek several miles north of the project.
Storm Water Easement and Maintenance Agreement
Page 7 or 12
Plan Goal.
The specific purpose for the storm water facility is to minimize pollution that
is typically associated with modern development. In general, pollution from
_ motor vehicles and pollution generated from erosion. Attached to this
narrative is a maintenance manual, which offers guidelines to the owner for
storm water facility maintenance
Prevention BMP'S:
The catch basins shall have stenciled on them "DUMP NO WASTE -
- DRAINS TO STREAM." The owner shall be responsible for sweeping the
lot, installing storm drainage stenciling and provide spill control procedures.
In case of spill call the Department of Ecology at 1- 425 - 649 -7000 The
catch basins onsite will be visually inspected for accumulation of debris and
silt and will be maintained as required by this pollution prevention plan and
attachments.
Maintenance Standards for Drainage Facilities (from the City of Auburn
Surface Water Management Manual, November 2009)
No 5 —Catch Basins
Treatment BMP'S:
An existing water quality and detention pond is located northwest of the
project to treat runoff for conventional pollutants. The detention pond was
designed to detain the volume created from releasing half the existing 2-
year, 10, 25, and 100 -year storm events, while holding the developed 2-
year, 10, 25, and 100 -year storm volumes. Maintenance and inspection of
the existing pond is not part of this agreement.
Storm Water Easement and Maintenance Agreement
Page 8 or 12
Inspection /Maintenance:
Regular inspections of the drainage facilities should be carried out twice per
year, in the spring and fall. The responsible party should keep records of
these inspections available for review by the City Additional inspections
may be required after severe storms.
Routine maintenance of the site will include mowing, care of landscaping
and the removal of trash and debris from the drainage system. The parking
lots and driveways should be kept clean and in repair Events such as
major storms or heavy winds will require immediate inspections for
damages.
To ensure proper water quality and treatment, the existing water quality and
detention pond northwest of the site must be properly maintained.
Because the entire development drains to this pond, runoff from this site
affects the pond. Be careful to avoid introducing landscape fertilizer to
receiving waters or groundwater
Catch basins shall be cleaned when sump is 1/3' full of sediment or debris.
Person of Responsibility:
Kevin Donovan
Latitude Development (Auburn Market, LLC)
1801 West Valley Highway
Auburn, WA 98001
253 - 939 -7777
Design Engineer:
Jason G Hubbell, P.E.
Barghausen Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425 - 251 -6222
Plan and /or Information Updates:
The City of Auburn Storm Drainage Utility section is to review and approve
any changes to this Storm Water Pollution Prevention Plan prior to changes
in its implementation. Additionally, any changes in ownership or person of
responsibility are to be reported to the City Storm Drainage Utility section.
Storm Water Easement and Maintenance Agreement
Page 9 or 12
INSPECTION /MAINTENANCE CHECKLIST
STRUCTURE
DATE OF INSPECTION /MAINTENANCE
Results/
Maintenance
Date
Inspection
All Catch Basins
Results
Maintenance
Done
Inspection
Conveyance Pipes
Results
Maintenance
Done
Maintenance Standards for Drainage Facilities:
The facility- specific maintenance standards contained in this section are
intended to be conditions for determining if maintenance actions are
required as identified through inspection. They are not intended to be
measures of the facility's required condition at all times between
inspections. In other words, exceeding these conditions at any time
between inspections and /or maintenance does not automatically constitute
a violation of these standards. However, based upon inspection
observations, the inspection and maintenance schedules shall be adjusted
to minimize the length of time that a facility is in a condition that requires a
maintenance action.
Storm Water Easement and Maintenance Agreement
Page 10 of 12
No. 5 — Catch Basins
Maintenance
Defect
Conditions When Maintenance is Needed
Results Expected When
Component
Maintenance is
performed --
General
Trash &
Trash or debris which is located immediately
No Trash or debris
-
Debris
in front of the catch basin opening or is -
located immediately in -
blocking inletting capacity of the basin by
front of catch basin or on
more than 10 %.
grate opening.
Trash or debris (in the basin) that exceeds 60
No trash or debris in the
—
percent of the sump depth as measured from
catch basin
the bottom of basin to invert of the lowest
pipe into or out of the basin, but in no case
less than a minimum of six inches clearance
from the debris surface to the invert of the
lowest pipe. -
Trash or debris in any inlet or outlet pipe
Inlet and outlet pipes free
blocking more than 113 of its height.
of trash or debris.
Dead animals or vegetation that could
No dead animals or
generate odors that could cause complaints
vegetation present within
or dangerous gases (e.g., methane).
the catch basin.
Sediment
Sediment (in the basin) that exceeds 60
No sediment in the catch
percent of the sump depth as measured from
basin.
the bottom of basin to invert of the lowest
pipe into or out of the basin, but in no case
less than a minimum of 6 inches clearance
from the sediment surface to the invert of the
lowest pipe.
Structure
Top slab has holes larger than 2 square
Top slab is free of holes
Damage to
inches or cracks wider than 1/4 inch.
and cracks.
Frame and /or
Top Slab
(Intent is to make sure no material is running
into basin)
Frame not sifting Flush on top slab, i.e.,
Frame is sitting Flush on
separations of more than 3/4 inch of the
the riser rings or top slab
frame from the top slab Frame not securely
and firmly attached.
attached
Fractures or
Maintenance person judges that structure is
Basin replaced or
Cracks in
unsound.
repaired to design
Basin Walls/
standards.
Bottom
Grout fillet has separated or cracked wider
Pipe is regrouted and
than 1/2 inch and longer than 1 foot at the
secure at basin wall.
joint of any inletloutlet pipe or any evidence
of soil particles entering catch basin through
cracks.
Settlement/
If failure of basin has created a safety,
Basin replaced or
Misalignment
function, or design problem.
repaired to design
standards.
Vegetation
Vegetation growing across and blocking
No vegetation blocking
more than 10% of the basin opening.
opening to basin.
Storm Water Easement and Maintenance Agreement
Page I I of 12
No. 5 — Catch Basins
Maintenance
Defect
Conditions When Maintenance is Needed
Results Expected When
Component
Maintenance is
performed
Vegetation growing in inlet/outlet pipe joints
No vegetation or root
-
that is more than six inches tall and less than
growth present.
six inches apart.
Contamination
See "Detention Ponds" (No. 1).
No pollution present.
—
and Pollution
_
_
Catch Basin
Cover Not in
Cover is missing or only partially in place.
Catch basin cover is
Cover
Place
Any open catch basin requires maintenance.
closed.
Locking
Mechanism cannot be opened by one
Mechanism opens with
-
Mechanism
maintenance person with proper tools Bolts
proper tools. -
Not Working
into frame have less than 112 inch of thread.
Cover Difficult
One maintenance person cannot remove lid
One maintenance person
to Remove
after applying normal lifting pressure.
can remove cover
(Intent is keep cover from sealing off access
to maintenance )
Ladder
Ladder Rungs
Ladder is unsafe due to missing rungs, not
Ladder meets design
Unsafe
securely attached to basin wall,
standards and allows
misalignment, rust, cracks, or sharp edges.
maintenance person safe
access.
Metal Grates
Grate opening
Grate with opening wider than 7/8 inch.
Grate opening meets
(If Applicable)
Unsafe
design standards.
Trash and
Trash and debris that is blocking more than
Grate free of trash and
Debris
20% of grate surface inletting capacity
debris.
Damaged or
Grate missing or broken member(s) of the
Grate is in place and
Missing.
grate.
meets design standards.
Stonn Water Easement and Maintenance Agreement
Page 12 of 12