5613069 Easement: Barker Rd BridgeN.E ea/w GAW
DNR LEASE SITE
AQUATIC RESOURCES BASEMENT NO. OL-0107
BARKER BEIDGE - SPOKANE VALLEY, 8A
56 13069 ►3°37
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AT THE REQUEST OF CH Z M 141"
CCUKTT' AUDITOR
SD 40 63
ORDINARY HIGH PROPOSED BRIDGE
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ORDINARY TER LINE
COMPUTED WA
EDGE OF GUT 1'
7 2005
POSITION ~1►
PROPOSED BRIDGE
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APPLICANT
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South Washington
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Spokane, WA 99201
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City of Spokane Valley
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Public Works Department
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11707 East Sprague Ave. Suite 108
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Spokane
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(509) 921-1000
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PURPOSE OF LEABE.
FOR REPLACEMENT OF BRIDGE AND
UTILITIES.
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AREAS
NW 1/1 OF THE SW 1/4 Of SEC 5-11 BS4 SOFT
E 1/2 OF SEC 7-23
402
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LEGAL DEBC30PRON OF D.N.. LBABE
(On written by Surveyor)
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TOTAL AREA - 35057 Sa FT OR 0.80 ACRES
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Istdland. of - Dpdkone River ENARg'a
Portion of the NW Quarter of the SW
Quarter of Section 8. and portions of
the EXISTING BRIDGE to East Half of Seaton 7. according
to U S. Government eubdiNelall
STA procedures all in Township 25 N R. 45
39#1288 E. W M , Spokane County. Washington
ANGLE POINT lying between Ordinary High Water lines
S86'52 02'W OF TOLD XE of the Spokane River within the
3015 8'03-E 2642 fdlawNg description
RM~ 9W GO L L
NW1sloslw Commencing at the East Quarter Comer
m of sold Section 7 thence S03'18 03'E. PROJECT
~DA11 20.06 y, Sp4'SS32 E r` i4 SURFACE E AT along the East line of said Section 7
r3rw PIERS 63&63 STA 23+21 68 550 fast to the Point of Baginning
, E. a ee~3oaia thence the following seven courses 1)
42`1 $Agp~,~ R0~ n ~v moo" 57178 44'E, 32.32 fact to the east
so~3s s
ELEVATION right of way line of Barker Road- 2)
42UT _ DATUM NAVD 88 S03'lEr03"E, along said right of way
'A line. 38&83 feet, 3) N7072'47W
3237 feet tO olnt an eald East
~ EIOSiINO BIODCE
OLD Comm OUTLIKE
197 ANGLE PPOIN NEE l In M *A-)
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C1/4COR
l m 1 COMPUTED PC87W
E.1//44 COB LEASE SITE
FD N REBAR & R.P'S PER RGS
13L PQ OIL
GA1F39INSI 12-21-2004
- _ -SCSI-Lis- - - __-Mm
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4
CENTERLINE DETAIL FD S"W W WITH ON
b3*49Or NE 1W PER ROS M 111 PG, 47
NOT 10 SCALE It-2000.00' W CEKTERUNE
NEw
WITH 2.68 RP 'S NOT VERIFIED THIS SUR1&r COON
b-210'31' T-69.64 SECTION LINE TO DATE VISITED 12-1-2004
R-20011011 No7VrO3'W Er133.23' Is POINT co r-
T■37.P1 91105 sollrOYE
L■Ti93 FlG71Ba3'w 144 NE 1 iv GO
gp45832'E 105262' ~t1
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ANGLE POINT
3137 OF OLD
CFHTERUIE
NOTES..' FIL N0. 4 REBAR AT I
1). SEE ENGINEERS PLAIIS FOR CONSIR000D11 SPECIFICS, STATIONING AND INTERSECTIOI OF LANG RD.
K11T u EDT. uroN K m 4 14 KM~ i WC o,nw ANn UlMnN AW_
SDRVarore NOTM
1 BASIS OF BEARINGS FOR THIS SURVEY IS
THE WASHINGTON COORDINATE SYSTE2N OF
IN& NO//RgIH ZONE, 1091 ADJUSTMENT
AS OEFMED L14 RCIN 5I06
AND BASEDILPON COORDINATES IN U
S
WS
SURVEY FEET OF THE FOLLOWING THREE
C IRMDiS WHICH WERE OBTAINED FROM THE
SPOKANE COUNTY SURVEY OF VALLEY
SECTION CORNERS, JAN, 24 1990
SW COR. SEC. 7
N 2e0,3KO112 E: 2341,382.893
SE CSR. SEG 7
It 266.596716 E. 2.544630 345
SE CDR. SEC. 1&
N 261.494.836 E. 2.348.917 BB1
2 IT IS UNKNOWN IF THERE WAS A
PREVIOUS 1EASE FOR THIS SITE
& THE ORDINARY HIGH WATER LIKE WAS
ESTABLISHED BY OBSERVATION OF
VEGETATXK HOWEVER, IT IS VERY OIFFICULT
To DETERMINE DUE TO SOOUR MARKS FROM
HIGH WAWL
4. DISTANCES SHOWN ARE SURFACE
DISTANCg
PROCEDDBEB 6 >g1IIPl zmT.
swwyroBpem w17A nxwv Drs ma
TOTAL SFA UK 69FWZ Aos 40010 ss
A MMM AND oawtt wm rrcw saw
A W rAc .uF-1.To--osa
Section line, 4) N70*22 47'W. 2&72
feet. 5) N83'OB'35'W 28 34 feet to the
west right of way line of sold Read; 6)
N04'56 32'W along sold right of way
line 39&47 feet 7) S7126 44"E. 7083
feat to the Point of Beginning
Containing 0 60 Acres
SURVZ=08 CIRMCA'&
THIS MAP CORRECILY REPRESENTS A SURVEY MADE DY WE OR
UNDER MY DR=oN IN OwoRMANCE WTH THE RE000RE7MM
OF THE SURVEY RECORDING ACT AT THE REWEST OF
CWJMKU
nN SEPT. 2007o _ A r"7149-01A-117
DALE, 8. #29270 '
29270
PRINT DATE: I0-30•-2007
BARJR ROAD EMGE
CITY OF SPawm VALLEY, COUNTY OF SPOKANE. WASNRNBIGN
S. 7& S 8, T 25 N, R 45F, W M
F aY a nee MW at, am ow MAE osMaw
-garr t Or r DAW aro-aT-nW "AIC 05-610
BXNTM & AssocIATES mw
4 l 'o 7, 16 4
EXHIBIT B- PLAN OF OPERATIONS AND MAINTENANCE
CITY OF SPOKANE VALLEY
Easement No. 51-081557
SITE DESCRIPTION, PRESENT and FUTURE USE
The project is located in the incorporated City of Spokane Valley The present bridge has been in
place since the 1950's and is commonly known as the Barker Road Bridge The bridge crosses
state-owned shore lands and bed lands of the Spokane River in Section 7, Township 25 North,
Range 45 East W M in Spokane County Washington The project vicinity is predonunantly
residential and commercial development
Project Description
The Barker Road Bridge Project will replace the existing bridge with a new updated bridge The
old bridge is a 478' 6-span, cast-m-place concrete haunched T-beam bridge and will be replaced
with a 3-span superstructure, abutments, and a system of pre-stressed concrete girders supporting
a cast-in-place concrete deck slab within the same road right-of-way The replacement bridge
will be approximately 71 feet wide and 504 feet long The new bridge will be configured for 2
lanes but will be designed to accommodate a future 4 lane roadway in addition will include 2
bike lanes and 2 sidewalks The purpose of the project is to replace an aging low sufficiency
rated structure that no longer meets Washington State Department of Transportation standards
with one that will meet the 50 year design standards for current bridge construction
Project Construction
Construction activities include demolition of old bridge, sections will be lifted on to trucks for
hauling away The existing in river bridge pier columns will be removed to the top of the existing
footings (muumum 2 feet below existing ground line), with the remaining portions of the
existing piers abandoned in place The excavated holes will be backfilled with native river rock
after completion of demolition
Installation of drilled shafts, placement of columns, abutment, caps, concrete girders,
construction of MSE walls, construction of bndge approaches, grading, laying base, paving,
striping, signage and revegetation
Access for equipment and materials in the river channel will be needed for drilled shaft and pier
construction, for setting the bridge girders, and for demolition of the existing bridge Work
trestle structures up to 35 feet wide in the river channel are anticipated, consisting of steel pipe or
H-piles driven in pairs at 20 to 25 foot bent spacing and fitted with modular deck panels
comprised of timber deck on steel beams Trestle piles will be driven using a conventional
impact hammer In some cases, a steel mandrel may be used to penetrate through difficult
driving conditions and create a pilot hole for driving the trestle piles The temporary piling will
be removed after completion of construction, and any holes left by the pulled piles will be
backfilled with natural river rock material.
Alternatively, in-river access for shaft and pier construction and existing bridge demolition could
be accomplished by constructing temporary rock access dikes extending from each river bank
out to the pier locations This approach will not eliminate the need for temporary work trestles
but will greatly reduce the extent of trestles required and may be less costly overall to construct
Tlus approach has the added benefit of being quick to construct (therefore being in the river a
shorter time span) and quick to remove with conventional earthmoving equipment
Equipment anticipated to be working within the shoreline area to construct the bridge includes
• Wheeled and tracked backhoes for near-surface excavation and demolition
• Floating barges for equipment access to install piles for temporary access trestles
• Wheeled and tracked cranes for pile driving, trestle construction, shaft construction,
girder erection, and lifting of general construction materials and equipment
• Dump trucks for hauling of excavated materials and construction debris
• Concrete delivery trucks and concrete pump trucks for placing concrete
• A bridge deck finishing machine for bridge deck concrete placement
• Drilling equipment for preconstruction test holes
• Cranes to lift equipment and materials
• Conventional impact hammer or vibratory hammer for driving trestle piles
• Steel mandrel for driving trestle piles if there is difficult driving conditions
In-water work and work below ordinary high water is necessary during the construction and
removal of old bridge and during construction of the new pier columns
In-water work will be conducted during the in-water work window or beyond the in-water work
window with mitigation as agreed upon by Washington Department of Fish and Wildlife
Passage over the Bridge During construction vehicle and pedestrian traffic will not be allowed
to cross the bridge and will be diverted to the nearest Spokane River bridge crossing Signs will
be posted and public notice provided
Impacts to Recreational River Users. The temporary work access trestles will potentially extend
full width across the river from each bank and will be constructed to maintain a muumum of 8
feet of clearance between the river OHWM (EL 1988) and the bottom of the work trestle.
Maintaining boater safety during construction will be a focus of the Contractor-mandated field
safety program Sufficient buffer zones will be provided dunng all stages of construction to keep
river users out of potential work areas This will require funneling the river users through certain
areas of the work zone to maintain adequate safe distance from working equipment Therefore,
recreational users on the river could continue except for the period of time during bridge
demolition and during bridge construction work hours to maintain public safety Public notices,
signage and a floating boom barrier upstream from the construction area will warn the public
during those tunes when the river is closed Also, when the recreational canoeing, kayaking, and
day use access at the Barker Road Bridge is temporarily closed during construction activities,
there will be other access points available on the river
Rock dikes will be installed and used during low river flow conditions only (late summer and
fall) and will be in place for a maximum of 4 months Each dike will obstruct approximately one
third of the river channel Construction and removal of the dikes will be sequenced such that
only one dike will be in place at a tune, reducing the overall impact on channel capacity The
dikes will be constructed of clean native rock materials and will be completely removed after
construction to pre-existing conditions
Bridge Construction Schedule
Construction is scheduled to start in March 2008 and is expected to be completed in 18 months
SECTION 2 PURPOSE of EASEMENT
This easement authorizes the demolition, construction, operation and maintenance of the Barker
Road Bridge crossing the Spokane River only All other uses of the site are prohibited unless
authorized under a separate agreement with the Department of Natural Resources (the State), this
includes, but is not limited to, any outfalls, utilities, and/or cable lines owned by a private or
separate public entity
SECTION 6 MAINTENANCE and REPAIR of EASEMENT and IMPROVEMENTS
Section 6.1 Grantee's Activities
Maintenance defined
Washington State Department of Natural Resources defines maintenance as those usual acts
designed to prevent a decline, lapse, or cessation of the approved use and associated
unprovement(s) Maintenance does not include any expansion of the permitted use nor does it
result in any substantive change from the granted use and associated improvements(s)
In addition to its contractual responsibilities to avoid and/or repair any natural resource damages
that may result from construction activities, the City is obligated to perform routine maintenance
as needed to keep the improvements in good condition This area will be kept free from logs and
debris on a regular maintenance schedule
It is critical to inspect the bridge thoroughly to establish its condition and ensure continued safe
operation Inspections shall be conducted in accordance with the National Bridge Inspection
Standards (NBIS) as administered by the Washington State Department of Transportation's
Bridge Inspection Program At this time, the Program requires routine inspections at least every
two years on the entire bridge and underwater inspections at least once every five years
throughout its life The purpose of the inspection is to determine the bridge's structural and
hydraulic adequacy and condition, recommend any repairs, and determine if further analysis or
investigation of the bridge is needed In the event that bridge maintenance is needed, the required
permits shall be acquired
SECTION 8 COMPLIANCE with LAWS
City of Spokane Valley is the lead agency for this project and as such is responsible to ensure the
contractor meets all requirements and conditions of all regulatory permits, certifications, and
44 A *`w&.
approvals These permits include, but are not limited to, Hydraulic Project Approval, Section 404
Army Corps of Engineers permit, Section 401 Water Quality Certification, Shoreline Substantial
Development Permit, and NPDES Permit All conditions set out in these permits will be
followed
An emergency response plan will be in place before construction commences This plan will
discuss how to contain fuel spills and other debris that may fall into the river In addition, the
Grantee must provide the State with a copy of the Stormwater Pollution Prevention Plan This
plan will incorporate techniques and BMPs from the Spokane Regional Stormwater manual,
which has been deemed equivalent to the Eastern Washington Stormwater Management Manual,
and should aim to avoid contaminating, degrading or polluting the easement property during
construction activities
In the event of schedule delays, permit extensions may need to be obtained to complete the
project The project will be subject to regulatory oversight for existing and extended permits as
provided for by the laws of the State of Washington. City of Spokane Valley will keep the State
informed of project status and any issues affecting State-Owned Aquatic Lands and provide State
with copies of revised permits
In the event that any regulatory permit requires the Grantee to provide mitigation on State-
Owned Aquatic Lands, Grantee shall complete an authorization to use said lands prior to the
implementation of any required mitigation
SECTION 9 ENVIRONMENTAL LIABILITY/ROSL ALLOCATION
Hazardous materials anticipated in the viciruty of the bridge site include but are not limited to
fuels, oils, lubricants, solvents, sealers, paints, coolants, curing compounds and cleaning
compounds The contractor shall ensure the safety of all workers, visitors to the site, and the
general public in accordance with all applicable laws, rules, and regulations
The contractor will submit a dewaterung plan and spill prevention and containment plan
(consistent with Department of Ecology regulations) to the Construction Engineer for approval
prior to construction The contractor is required by numerous permits to prevent any petroleum
products, fresh cement, lime, concrete, chemicals or other toxic or deleterious materials from
entering the Spokane River
9.3 Current Conditions, Duty of Utmost Care, and Duty to Investigate.
(a) With regard to any Hazardous Substances that may exist in, on, under, or above
the Easement Property, State disclaims any and all responsibility to conduct
investigations, to review any State records, documents or files, or to obtain or
supply any information to Grantee
(b) Grantee shall exercise the utmost care with respect to both Hazardous Substances
in, on, under, or above the Easement Property as of the Commencement Date, and
,0 8 *1A.-
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t
any Hazardous Substances that come to be located in, on, under, or above the
Easement Property during the Term of this agreement, along with the foreseeable
acts or omissions of third parties affecting those Hazardous Substances, and the
foreseeable consequences of those acts or omissions The obligation to exercise
utmost care under this Subsection 9 3 includes, but is not limited to, the following
requirements
(1) Grantee shall not undertake activities that will cause, contribute to, or
exacerbate contamination of the Easement Property,
(2) Grantee shall not undertake activities that damage or interfere with the
operation of remedial or restoration activities on the Easement Property or
undertake activities that result in human or environmental exposure to
contaminated sediments on the Easement Property,
(3) Grantee shall not undertake any activities that result in the mechanical or
chemical disturbance of on-site habitat mitigation,
(4) If requested, Grantee shall allow reasonable access to the Easement
Property by employees and authorized agents of the Environmental
Protection Agency, the Washington State Department of Ecology, or other
similar environmental agencies, and
(5) If requested, Grantee shall allow reasonable access to potentially liable or
responsible parties who are the subject of an order or consent decree
which requires access to the Easement Property Grantee's obligation to
provide access to potentially liable or responsible parties may be
conditioned upon the negotiation of an access agreement with such parties,
provided that such agreement shall not be unreasonably withheld
(c) It shall be Grantee's obligation to gather sufficient information concerning the
Easement Property and the existence, scope, and location of any Hazardous
Substances on the Easement Property, or adjoining the Easement Property, that
allows Grantee to effectively meet its obligations under this Easement.
SECTION 12 OWNERSHIP and REMOVAL of IMPROVEMENTS and EQUIPMENT
12.5 As Built Survey. Upon completion of construction, Grantee shall promptly provide State
with as-built plans and specifications In those cases where new improvements are approved, or
where the location of any improvements is changed, Grantee may be required to provide an as-
built survey of the Easement Property
s N
4
•
f
• SECTION 17 NOTICE
Grantee shall designate a contact person This person has the responsibility of notifying the State
of any changes in the status of the easement
The current contact person from the City of Spokane Valley is
Steve M Worley, P E
11707 E Sprague Avenue, Suite 106
Spokane Valley, WA 99206
(509) 921-1000
sworleyO,spokanevalley or
The current contact from the Department of Natural Resources is
David Harsh, Aquatic Land Manager Eastern Washington
PO Box 280
Castle Rock, WA 98611
(509) 220-3009
dave harsh(a,dnr wa gov