Engineering Comments 2.pdfCITY OF EDMONDS
PLAN REVIEW COMMENTS
ENGINEERING DIVISION
(425) 771-0220
City Website: www.edmondswa.gov
DATE: October 7, 2019
FROM: JoAnne Zulauf
Engineering Technician
RE: Application #: bld20190884
Project: CHC Fill and Grade
Project Address: 23320 Highway 99
1.The following items must be submitted and reviewed prior to permit issuance.
a. Olympic View Water and Sewer District approved plans.
b. Covenant -signed and notarized -not recorded.
2.Please submit a Performance Bond in the amount of $21,118.50. See attached revised bond quantity
worksheet.
3.A pedestrian easement is required for the 3ft of public sidewalk that will be encroaching on CHC
private property. A legal description and exhibit showing the strip of sidewalk is required. Attached is the
standard city pedestrian easement form to complete. As this requirement was overlooked on the first
round of comments, it will not prevent the permit from being issued.
W20190884_chc-2.docx
Page 1 of 1
Site Improvement Bond Quantity Worksheet S15 Webdate: 04/03/2015
LM King County CITY COPY
Department of Permitting & Environmental Review
35030 SE Douglas Street, Suite 210
Snoqualmie, Washington 98065-9266 For alternate formats, call 206-296-6600.
206-296-6600 M Relay 711
Project Name: Community Health Center Expansion Date: 9/17/2019
Location: 23320 Highway 99 Project No.:
Activity No.:
Clearing greater than or equal to 5,000 board feet of timber?
yes X no
If yes,
Forest Practice Permit Number:
(RCW 76.09)
5LD2,019 .13 ?-SLJ
Note: All prices include labor, equipment, materials, overhead and
profit. Prices are from RS Means data adjusted for the Seattle area
or from local sources if not included in the RS Means database.
RPW } TIr 5C.
1-715 `l$ .15
9 t ZD `*
- La- ► , t 1 g , 6 0 3 o N'N -
hLL IMP
5o1198. 5q
x 3.3°l.
_ l (pl(o. 35 1n6p. f-eO
Page 1 of 9
Completed li-wks-sbq-xls (CHC).xls
RESUB
SEP 2 0 2019
Unit prices updated: 3/2/2015
Version: 3/2/2015
Report Date: 9/20/2019
Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015
Reference #
Unit
Price
Unit
Quantity
# of
Applications
Cost
EROSION/SEDIMENT CONTROL
Number
Backfill & compaction -embankment
ESC-1
$ 6.00
CY
Check dams, 4" minus rock
ESC-2
SWDM 5.4.6.3
$ 80.00
Each
Crushed surfacing 1 1/4" minus
ESC-3
WSDOT 9-03.9(3)
$ 95.00
CY
Ditching
ESC-4
$ 9.00
CY
Excavation -bulk
ESC-5
$ 2.00
CY
Fence, silt
ESC-6
SWDM 5.4.3.1
$ 1.50
LF
135
1
203
Fence, Temporary (NGPE)
ESC-7
$ 1.50
LF
480
1
720
Hydroseeding
ESC-8
SWDM 5.4.2.4
$ 0.80
SY
Jute Mesh
ESC-9
SWDM 5.4.2.2
$ 3.50
SY
Mulch, by hand, straw, 3" deep
ESC-10
SWDM 5.4.2.1
$ 2.50
SY
Mulch, by machine, straw, 2" deep
ESC-11
SWDM 5.4.2.1
$ 2.00
SY
Piping, temporary, CPP, 6"
ESC-12
$ 12.00
LF
Piping, temporary, CPP, 8"
ESC-13
$ 14.00
LF
Piping, temporary, CPP, 12"
ESC-14
$ 18.00
LF
Plastic covering, 6mm thick, sandbagged
ESC-15
SWDM 5.4.2.3
$ 4.00
SY
Rip Rap, machine placed; slopes
ESC-16
WSDOT 9-13.1(2)
$ 45.00
CY
Rock Construction Entrance, 50'x15'x1'
ESC-17
SWDM 5.4.4.1
$ 1,800.00
Each
1
1 1800
Rock Construction Entrance, 100'x15'x1'
ESC-18
SWDM 5.4.4.1
$ 3,200.00
Each
Sediment pond riser assembly
ESC-19
SWDM 5.4.5.2
$ 2,200.00
Each
Sediment trap, 5' high berm
ESC-20
SWDM 5.4.5.1
$ 19.00
LF
Sed. trap, 5' high, riprapped spillway berm section
ESC-21
SWDM 5.4.5.1
$ 70.00
LF
Seeding, by hand
Sodding, 1" deep, level ground
ESC-22
SWDM 5.4.2.4
$ 1.00
SY
ESC-23
SWDM 5.4.2.5
$ 8.00
SY
Sodding, 1" deep, sloped ground
ESC-24
SWDM 5.4.2.5
$ 10.00
SY
TESC Supervisor
ESC-25
$ 110.00
HR
10
1
1100
Water truck, dust control
ESC-26
SWDM 5.4.7
$ 140.00
HR
WRITE -IN -ITEMS **** (see page 9)
WJ r -
Each
ESC SUBTOTAL:
30% CONTINGENCY & MOBILIZATION:
ESC TOTAL:
COLUMN:
Page 2 of 9
Completed li-wks-sbq-xls (CHC).xls
$ 3,822.50
$ 1,146.75
$ 4,969.25
A
Unit prices updated: 3/2/2015
Version: 3/2/2015
Report Date: 9/20/2019
Site Improvement Bond Quantity Worksheet Web date: 04/03/2015
Existing
Right -of -Way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Unit Price
Unit
Quant.
Cost
Quant.
Cost
Quant.
Cost
GENERAL ITEMS
No.
Backfill & Compaction- embankment
GI - 1
$ 6.00
CY
Backfill & Compaction- trench
GI - 2
$ 9.00
CY
Clear/Remove Brush, by hand
GI-3
$ 1.00
SY
Clearing/Grubbing/Tree Removal
GI - 4
$10,000.00
Acre
Excavation - bulk
GI - 5
$ 2.00
CY
Excavation - Trench
GI - 6
$ 5.00
CY
Fencing, cedar, 6' high
GI-7
$ 20.00
LF
Fencing, chain link, vinyl coated, 6' high
GI - 8
$ 20.00
LF
Fencing, chain link, gate, vinyl coated. 2C
GI - 9
$ 1.400.00
Each
Fencing, split rail, 3' high
GI - 10
$ 15.00
LF
Fill & compact - common barrow
GI - 11
$ 25.00
CY
Fill & compact - gravel base
GI - 12
$ 27.00
CY
133.333
3.600.00
Fill & compact - screened topsoil
GI - 13
$ 39.00
CY
Gabion, 12" deep, stone filled mesh
GI - 14
$ 65.00
SY
Gabion, 18" deep, stone filled mesh
GI - 15
$ 90.00
SY
Gabion. 36" deep, stone filled mesh
GI - 16
$ 150.00
SY
Grading, fine, by hand
GI - 17
$ 2.50
SY
Grading, fine, with grader
GI - 18
$ 2.00
SY
133.333
266.67
Monuments, 3' long
GI - 19
$ 250.00
Each
Sensitive Areas Sin
GI - 20
$ 7.00
Each
Sodding, V deep, sloped ground
GI - 21
$ 8.00
SY
Surveying, line & grade
GI - 22
$ 850.00
Day
Surveying, lot location/lines
GI - 23
$ 1,800.00
Acre
Traffic control crew ( 2 flaggers)
GI - 24
$ 120.00
HR
Trail, 4" chipped wood
GI - 25
$ 8.00
SY
Trail, 4" crushed cinder
GI - 26
$ 9.00
SY
Trail, 4" top course
GI - 27
$ 12.00
SY
Wall, retaining, concrete
GI - 28
$ 55.00
SF
Wall, rockery
GI - 29
$ 15.00
SF
Page 3 of 9 SUBTOTAL 3,866.67
*KCC 27A authorizes only one bond reduction
Completed li-wks-sbq-xls (CHC).xls
Unit prices updated: 03/02/2015
Version: 03/02/2015
Report Date: 9/20/2019
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Unit Price
Unit
Quant Cost
Quant. Cost
Quant. Cost
ROADIMPROVEMENT
No.
AC Grinding, 4' wide machine < 1000sy
RI - 1
$ 30.00
SY
AC Grinding, 4' wide machine 1000-2000
RI - 2
$ 16.00
SY
AC Grinding, 4' wide machine > 2000s
RI - 3
$ 10.00
SY
AC Removal/Disposal
RI - 4
$ 35.00
SY
Barricade, type III ( Permanent)
RI-6
$ 56.00
LF
Curb & Gutter, rolled
RI-7
$ 17.00
LF
Curb & Gutter, vertical
RI - 8
$ 12.50
LF
Curb and Gutter, demolition and disposal
RI - 9
$ 18.00
LF
Curb, extruded asphalt
RI - 10
$ 5.50
LF
Curb, extruded concrete
RI - 11
$ 7.00
LF
Sawcut, asphalt. 3" depth
RI - 12
$ 1.85
LF
Sawcut, concrete, per 1" depth
RI - 13
$ 3.00
LF
Sealant, asphalt
RI - 14
$ 2.00
LF
Shoulder, AC, ( see AC road unit price )
RI - 15
$ -
SY
Shoulder, gravel. 4" thick
RI - 16
$ 15.00
SY
Sidewalk, 4" thick
RI - 17
$ 38.00
SY
133.333
5,066.67
Sidewalk, 4" thick, demolition and dispos
RI - 18
$ 32.00
SY
Sidewalk, 5" thick
RI - 19
$ 41.00
SY
Sidewalk. 5" thick, demolition and dispos
RI - 20
$ 4000
SY
Sign, handicap
RI - 21
$ 85.00
Each
Striping, per stall
RI - 22
$ 7.00
Each
Striping, thermoplastic, ( for crosswalk)
RI - 23
$ 3.00
SF
Striping, 4" reflectorized line
RI - 24
$ 0.50
LF
Page 4 of 9
SUBTOTAL
5,066.67
Unit prices updated: 03/02/2015
*KCC 27A authorizes only one bond reduction. Version: 03/02/2015
Completed li-wks-sbq-xis (CHC).xls Report Date: 9/20/2019
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Unit Price
Unit
Quant. Cost
Quant. Cost
Quant. Cost
ROAD SURFACING
No.
K' Rock = 2.5 base & 1.5" top
course) 9 1/2" Rock= 8" base & 1.5" top course)
Additional 2.5" Crushed Surfacing
RS - 1
$ 3.60
SY
HMA 1/2" Overlay. 1.5"
RS - 2
$ 14.00
SY
HMA 1/2" Overlav 2"
RS - 3
$ 18.00
SY
HMA Road, 2", 4" rock, First 2500 SY
RS - 4
$ 28.00
SY
HMA Road, 2", 4" rock, Qtv. over 2500 Sl
RS-5
$ 21.00
SY
HMA Road. 3". 9 1/2" Rock. First 2500 SY
RS-6
$ 42.00
SY
HMA Road, 3", 9 1/2" Rock, Qty Over 250
RS - 7
$ 35.00
SY
Not Used
RS - 8
Not Used
RS - 9
HMA Road, 6" Depth, First 2500 SY
RS - 10
$ 33.10
SY
HMA Road, 6" Depth, Qty. Over 2500 SY
RS - 11
$ 30.00
SY
HMA 3/4" or 1 ", 4" Depth
RS - 12
$ 20.00
SY
Gravel Road, 4" rock, First 2500 SY
RS - 13
$ 15.00
SY
Gravel Road, 4" rock, Qty. over 2500 SY
RS - 14
$ 10.00
SY
PCC Road (Add Under Write -Ins w/Desic
gi
RS - 15
Thickened Edge
RS - 17
$ 8.60
LF
Page 5 of 9
SUBTOTAL
Unit prices updated: 03/02/2015
'KCC 27A authorizes only one bond reduction. Version: 03/02/2015
Completed li-wks-sbq-xls (CHC).xls Report Date: 9/20/2019
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Unit Price
Unit
Quant. I Cost
QuantT Cost
Quant. Cost
DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe
Access Road, R/D
D - 1
$ 21.00
SY
Bollards - fixed
D - 2
$ 240.74
Each
Bollards - removable
D - 3
$ 452.34
Each
(CBs include frame and lid)
CB Tvpe I
D - 4
$ 1,500.00
Each
CB Tvpe IL
D - 5
$ 1.750.00
Each
CB Type 11. 48" diameter
D - 6
$ 2,300.00
Each
for additional depth over 4'
D - 7
$ 480.00
FT
CB Type II, 54" diameter
D - 8
$ 2,500.00
Each
for additional depth over 4'
D - 9
$ 495.00
FT
CB Type 11. 60" diameter
D - 10
$ 2.800.00
Each
for additional depth over 4'
D - 11
$ 600.00
FT
CB Type II, 72" diameter
D - 12
$ 3,600.00
Each
for additional depth over 4'
D - 13
$ 850.00
FT
Throuah-curb Inlet Framework (Add)
D - 14
$ 400.00
Each
Cleanout, PVC, 4"
D - 15
$ 150.00
Each
Cleanout, PVC, 6"
D - 16
$ 170.00
Each
Cleanout, PVC, 8"
D - 17
$ 200.00
Each
Culvert. PVC. 4"
D - 18
$ 10.00
LF
100
1.000.00
Culvert, PVC, 6"
D - 19
$ 13.00
LF
It,00 260
3,250.00
Culvert, PVC, 8"
D - 20
$ 15.00
LF
I'1
Culvert. PVC, 12"
D - 21
$ 23.00
LF
Culvert. CMP. 8"
D - 22
$ 19.00
LF
Culvert, CMP, 12"
D - 23
$ 29.00
LF
Culvert, CMP, 15"
D - 24
$ 35.00
LF
Culvert, CMP, 18"
D - 25
$ 41.00
LF
Culvert. CMP. 24"
D - 26
$ 56.00
LF
Culvert, CMP, 30"
D - 27
$ 78.00
LF
Culvert, CMP, 36"
D - 28
$ 130.00
LF
Culvert, CMP, 48"
D - 29
$ 190.00
LF
Culvert. CMP. 60"
D - 30
$ 270.00
LF
Culvert, CMP, 72"
D - 31
$ 350.00
LF
Page 6 of 9
SUBTOTAL
H J;O -9 4,250.00
Unit prices updated: 03/02/2015
"KCC 27A authorizes only one bond reduction. Version: 03/02/2015
Completed li-wks-sbq-xls (CHC).xls Report Date: 9/20/2019
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
DRAINAGE CONTINUED
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
No.
Unit Price
Unit
Quant.
Cost
Quant.
Cost
Quant.
Cost
Culvert, Concrete, 8"
D - 32
$ 25.00
LF
Culvert, Concrete, 12"
D - 33
$ 36.00
LF
Culvert. Concrete. 15"
D- 34
$ 42.00
LF
Culvert. Concrete. 18"
D - 35
$ 48.00
LF
Culvert, Concrete, 24"
D - 36
$ 78.00
LF
Culvert, Concrete, 30"
D - 37
$ 125.00
LF
Culvert. Concrete. 36"
D - 38
$ 150.00
LF
Culvert, Concrete, 42"
D - 39
$ 175.00
LF
Culvert, Concrete, 48"
D - 40
$ 205.00
LF
Culvert. CPP. 6"
D - 41
$ 14.00
LF
Culvert, CPP, 8"
D - 42
$ 16.00
LF
Culvert, CPP, 12"
D - 43
$ 24.00
LF
Culvert. CPP, 15"
D - 44
$ 35.00
LF
Culvert, CPP, 18"
D - 45
$ 41.00
LF
Culvert, CPP, 24"
D - 46
$ 56.00
LF
Culvert, CPP, 30"
D - 47
$ 78.00
LF
Culvert. CPP. 36"
D - 48
$ 130.00
LF
Ditching
D - 49
$ 9.50
CY
Flow Dispersal Trench (1,436 base+)
D - 50
$ 28.00
LF
French Drain (3' depth)
D - 51
$ 26.00
LF
Geotextile, laid in trench, polypropylene
D - 52
$ 3.00
SY
Mid -tank Access Riser, 48" dia, 6' deep
D - 54
$ 2.000.00
Each
Pond Overflow Spillwav
D - 55
$ 16.00
SY
Restrictor/Oil Separator, 12"
D - 56
$ 1,150.00
Each
Restrictor/Oil Separator, 15"
D - 57
$ 1,350.00
Each
Restrictor/Oil Separator. 18"
D - 58
$ 1.700.00
Each
Riprap, placed
D - 59
$ 42.00
CY
Tank End Reducer (36" diameter)
D - 60
$ 1,200.00
Each
Trash Rack. 12"
D - 61
$ 350.00
Each
Trash Rack, 15"
D - 62
$ 410.00
Each
Trash Rack, 18"
D - 63
$ 480.00
Each
Trash Rack, 21"
D - 64
$ 550.00
Each
Page 7 of 9
SUBTOTAL
Unit prices updated: 03/02/2015
*KCC 27A authorizes only one bond reduction. Version: 03/02/2015
Completed li-wks-sbq-xls (CHC).xls Report Date: 9/20/2019
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Unit Price
Unit
QuantT Price
Quant. Cost
Quant, Cost
PARKING LOT SURFACING Not To Be Used For Roads Or Shoulders
No.
2" AC, 2" top course rock & 4" borrow
PL - 1
$ 21.00
SY
NA
NA
2" AC, 1.5" top course & 2.5" base cours
PL - 2
$ 28.00
SY
NA
NA
.4" select borrow
PL - 3
$ 5.00
SY
NA
NA
1.5" top course rock & 2.5" base course
PL-4
$ 14.00
SY
NA
NA
UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied by Franchise Utility's Cost Estimate
Utility Pole(s) Relocation
UP-1
Lump Sum
Street Liaht Poles w/Luminaires
UP-2
$ 7.500.00 Each
'WRITE -IN -ITEMS
(Such as detention/water quality vaults.)
No.
Stormwater Vault
WI - 1
Each
Block Wall
WI - 2
$ 16.00
SY
Yard Drain
WI - 3
$ 225.00
EA
8
1,800.00
Tree Grates
WI - 4
$ 6.00
EA
1000
6000
Landscaping / Planter Boxes
WI - 5
$ 1.000.00
SF
10
10.000.00
WI-6
WI-7
WI-8
WI-9
WI-10
SUBTOTAL
SUBTOTAL (SUM ALL PAGES):
30% CONTINGENCY & MOBILIZATION:
GRANDTOTAL:
COLUMN:
Page 8 of 9
6,000.00
$ (, U 5 6,000:00
7G19.5 1,800.017
((�.5 7;800:00
B
C
LI S00. 06-
Zzj� 53�.3�24,983:33"
1(0(� l • 50 7.495-00-
3 31 l�l9.8 32,478.33
D
Unit prices updated: 03/02/2015
*KCC 27A authorizes only one bond reduction. Version: 03/02/2015
Completed li-wks-sbq-xls (CHC).xls Report Date: 9/20/2019
Site Improvement Bond Quantity Worksheet Web date: 04/03/2015
Original bond computations prepared by:
Name: Date:
PE Registration Number: Tel. #:
Firm Name:
Address: Project No:
Stabilization/Erosion Sediment Control (ESC)
Existing Right -of -Way Improvements
Future Public Right of Way & Drainage Facilities
Private Improvements
Calculated Quantity Completed
Total Right -of Way and/or Site Restoration Bond*/**
(First $7,500 of bond* shall be cash.)
Performance Bond* Amount (A+B+C+D) = TOTAL
Maintenance/Defect Bond* Total
NAME OF PERSON PREPARING BOND* REDUCTION
(A)
(B)
(C)
FINANCIAL GUARANTEE REQUIREMENTS
PERFORMANCE BOND* MINIMUM BOND* AMOUNT PUBLIC ROAD & DRAINAGE
AMOUNT REQUIRED FOR RECORDING OR MAINTENANCE/DEFECT BOND*
TEMPORARY OCCUPANCY AT
$ ��3y, ZJ 4,969.3 SUBSTANTIAL COMPLETION ***
$ It a(�. 5� .7-,800.0-
(D) $ 33, Iql. Sq 32;47"-
(A+B) $ I-7, 5ff8.151-2.,769.a--
(T) $cj� �7�$ . 45,247--.6•-
Minimum is $2000.
T x 0.30 $ 13,574.3
Minimum is $2000
(B+C) x
0.25 = $ 1;950,0 _
Minimum is $2000.
Date:
* NOTE: The word "bond" as used in this document means a financial guarantee acceptable to King County.
** NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required.
The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off -site needs to be included.
Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration
needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity.
*** NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes.
REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY
Page 9 of 9 Unit prices updated: 03/02/2015
Check out the DDES Web site at.www.kin_qcounty._qoy1permits Version: 03/02/2015
Completed li-wks-sbq-xis (CHC).xls Report Date: 9/20/2019
I
Return Address:
City Clerk
City of Edmonds
121 - 5th Ave. N.
Edmonds, WA 98020
PEDESTRIAN EASEMENT
Property Address:
Assessor's Property Tax Parcel No.:
IN CONSIDERATION of benefits to accrue to the grantors herein, the undersigned, ,
("GRANTORS") hereby grant to the CITY OF EDMONDS, a Washington Municipal Corporation
("GRANTEE"), a permanent public pedestrian easement for the location and operation of a sidewalk and necessary
appurtenances, over, across, through, and below the following described property, together with the right of access
to the easement at any time for the stated purposes.
The easement hereby granted is located in the COUNTY OF SNOHOMISH, STATE OF
WASHINGTON, and is more particularly described and depicted in Exhibit A, attached hereto and incorporated
herein by this reference.
GRANTORS understand and agree for themselves and their successors and assigns not to cause or allow
the construction or maintenance of any building or other structure in or upon the area conveyed without the prior
written consent of GRANTEE, which may be granted or allowed in GRANTEE'S sole discretion. GRANTORS
understand and agree that GRANTEE may cause the summary removal of any such building or structure so placed
without GRANTEE'S consent and that GRANTORS shall make no claim for and shall hold GRANTEE harmless
from any claim by a third person for damage to or destruction of the property so removed.
GRANTEE agrees to indemnify, defend and hold GRANTORS harmless from any and all liability or
damage, including attorneys' fees and costs, incurred or arising directly from GRANTEE's use of the easement as
stated above, except those arising from any of GRANTORS' acts, omissions or negligence.
GRANTORS expressly reserve all rights not inconsistent with those granted to GRANTEE herein.
DATED THIS DAY OF
Grantor
STATE OF WASHINGTON )
) ss
COUNTY OF SNOHOMISH)
2019_
On this day personally appeared before me to me known to be the individuals
described in and who executed the within and foregoing instrument and acknowledged that
signed the same as free and voluntary act and deed, for the uses and
purposes therein mentioned.
UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF
, 20
NOTARY PUBLIC in and for the
State of Washington, residing at
Pedestrian Easement (002) (with SEC edits) 7.15.19.doc
Accepted by the City Council dated day of 2019.
CITY OF EDMONDS
David O. Earling, Mayor
ATTEST/AUTHENTICATED:
Scott Passey, City Clerk
1:11;97 ZG1�/91 ."WoC6]1C6] 7uA
Office of the City Attorney
Pedestrian Easement (002) (with SEC edits) 7.15.19.doc