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City of Edmonds
Public Works Department
Engineering Division Building Permit #: BLD20111031
121 5th Ave N - Edmonds, WA 98020 Right -of -Way Permit : ENG20120020
425.771.0220 ph 425.672.5750 fax
Project Name:
Address:
Date Prepared:
KEY BANK
9930 EDMONDS WAY
Prepared By:
ROW Improvements/Restoration ` �� J "? _fix 120% CCAJ BOND AMOUNT
ROW and ONSITE Improvements x 120%Z"t
x 2.2% �} `7C �• ` 7 INSPECTION FEES
ENG DIVISION APPROVAL:
NOTES: The word "bond" as used in this document means financial guarantee acceptable to the City of Edmonds.
Required bond amounts are subject to review. and modication by the City of Edmonds Engineering Division.
All work and materials shall be in accordance with current WSDOT Standard Specifications for Municipal Public Works Construction and City of Edmonds standards
KeyBank - Edmonds
Site Improvement Bond Quantity Worksheet Web date: 12/02/2008
Reference;#
Unit
Price
Unit
Quantity
# of.
Applications
Cost ;>
EROSIONISEDIMENT CONTROL
Number
Backfill & compaction -embankment
ESC-1
$ 5.62
CY
Check dams, 4" minus rock
ESC-2
SWDM 5.4.6.3
$ 67.51
Each
Crushed surfacing 1 1/4" minus
ESC-3
WSDOT 9-03.9(3)
$ 85.45
CY
Ditching
ESC-4
$ 8.08
CY
120
1
970
Excavation -bulk
ESC-5
$ 1.50
CY
Fence, silt
ESC-6
SWDM 5.4.3.1
$ 1.38
LF
240
1
331
Fence, Temporary (NGPE)
ESC-7
$ 1.38
LF
Hydroseeding
ESC-8
SWDM 5.4.2.4
$ 0.59
SY
Jute Mesh
ESC-9
SWDM 5.4.2.2
$ 1.45
SY
Mulch, by hand, straw, 3" deep
ESC-10
SWDM 5.4.2.1
$ 2.01
SY
Mulch, by machine, straw, 2" deep
ESC-11
SWDM 5.4.2.1
$ 0.53
SY
Piping, temporary, CPP, 6"
ESC-12
$ 10.70
LF
Piping, temporary, CPP, 8"
ESC-13
$ 16.10
LF
Piping, temporary, CPP, 12"
ESC-14
$ 20.70
LF
Plastic covering, 6mm thick, sandbagged
ESC-15
SWDM 5.4.2.3
$ 2.30
SY
Rip Rap, machine placed; slopes
ESC-16
WSDOT 9-13.1(2)
$ 39.08
CY
2
1
78
Rock Construction Entrance, 50'x15'xl'
ESC-17
SWDM 5.4.4.1
$ 1,464.34
Each
1
1
1464
Rock Construction Entrance, 100'xl5'xl'
ESC-18
SWDM 5.4.4.1
$ 2,928.68
Each
Sediment pond riser assembly
ESC-19
SWDM 5.4.5.2
$ 1,949.38
Each
Sediment trap, 5' high berm
ESC-20
SWDM 5.4.5.1
$ 17.91
LF
90
1
1612
Sed. trap, 5' high, riprapped spillway berm section
ESC-21
SWDM 5.4.5.1
$ 68.54
LF
8
1
548
Seeding, by hand
Sodding, 1" deep, level ground
ESC-22
SWDM 5.4.2.4
$ 0.51
SY
ESC-23
SWDM 5.4.2.5
$ 6.03
SY
Sodding, 1" deep, sloped ground
ESC-24
SWDM 5.4.2.5
$ 7.45
SY
TESC Supervisor
ESC-25
$ 74.75
HR
16
1
1196
Water truck, dust control
ESC-26
SWDM 5.4.7
$ 97.75
HR
12
1
1173
WRITE -IN=ITEMS*f* (see `page 91
CB Inlet Protection
$ 100.00
Each
9
1
900
Page 2 of 9
15020. BO N D. Q.xis
ESC SUBTOTAL:
30% CONTINGENCY & MOBILIZATION:
ESC TOTAL:
COLUMN:
RESU�i.-
FEB 2 9 2012
OU1LDING DEPAFITMEN-1
CITY OF EDMO..NDF,
$ 8,272.52
$ 2,481.76
$ 10,754.28
A
Unit prices updated: 02/12/02
Version: 11 /26/2008
Report Date: 2/24/2012
Site Improvement Bond Quantity Worksheet
Web date: 12/0212008
Backfill & Compaction- embankment
Gl - 1
$ 5.62
CY
78
438,36
Backfill & Compaction- trench
GI - 2
$ 8,53
CY
Clear/Remove Brush, by hand
GI - 3
$ 0.36
SY
Clearing/Grubbing/Tree Removal
GI - 4
$ 8,876.16
Acre
Excavation - bulk
GI - 5
$ 1.50
CY
570
855.00
Excavation - Trench
GI - 6
$ 4.06
CY
80
324.80
Fencing, cedar, 6' high
GI - 7
$ 18.55
LF
Fencing, chain link, vinyl coated, 6' high
GI - 8
$ 13.44
LF
Fencing, chain link, gate, vinyl coated, 20
GI - 9
$ 1,271.81
Each
Fencing, split rail, 3' high
GI - 10
$ 12.12
LF
Fill & compact - common barrow
GI - 11
$ 22.57
CY
Fill & compact- gravel base
GI - 12
$ 25.48
CY
Fill & compact - screened topsoil
GI - 13
$ 37.85
CY
Gabion, 12" deep, stone filled mesh
GI - 14
$ 54.31
SY
Gabion, 18" deep, stone filled mesh
GI - 15
$ 74.85
SY
Gabion, 36" deep, stone filled mesh
GI - 16
$ 132,48
SY
Grading, fine, by hand
GI - 17
$ 2.02
SY
350
707.00
400
808.00
Grading, fine, with grader
GI - 18
$ 0,95
SY
Monuments, T long
GI - 19
$ 135.13
Each
Sensitive Areas Sign
GI - 20
$ 2.88
Each
Sodding, 1" deep, sloped ground
GI - 21
$ 7.46
SY
Surveying, line & grade
GI - 22
$ 788.26
Day
0.5
394.13
1.5
1,182.39
Surveying, lot location/lines
GI - 23
$ 1,556.64
Acre
Traffic control crew ( 2 flaggers)
GI - 24
$ 85.18
HR
24
2,044.32
Trail, 4" chipped wood
GI - 25
$ 7.59
SY
Trail, 4" crushed cinder
GI - 26
$ 8.33
SY
Trail, 4" top course
GI - 27
$ 8.19
SY
Wall, retaining, concrete
GI - 28
$ 44.16
SF
Wall, rockery
GI - 29
$ 9.49
1 SF
Page 3 of 9
SUBTOTAL 3,145.45
3,608.55
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
15020.BOND.Q.xls Report Date: 2/24/2012
Site Improvement Bond Quantity Worksheet
Web date: 12/0212008
AC Grinding, 4' wide machine < 1000sy
RI - 1
$ 28.00
SY
AC Grinding, 4' wide machine 1000-2000
RI - 2
$ 15.00
SY
AC Grinding, 4' wide machine > 2000sy
RI - 3
$ 7,00
SY
AC Removal/Disposal/Repair
RI - 4
$ 67.50
SY
228
15,390.00
Barricade, type I
RI - 5
$ 30.03
LF
Barricade, type III ( Permanent)
RI - 6
$ 45.05
LF
Curb & Gutter, rolled
RI - 7
$ 17.00
LF
Curb & Gutter, vertical
RI - 8
$ 12,50
LF
300
3,750.00
Curb and Gutter, demolition and disposal
RI - 9
$ 18,00
LF
300
5,400.00
Curb, extruded asphalt
R# - 10
$ 5.50
LF
Curb, extruded concrete
Rl - 11
$ 7.00
LF
637
4,459.00
Sawcut, asphalt, 3" depth
Rl - 12
$ 1.85
LF
300
555.00
Sawcut, concrete, per 1" depth
RI - 13
$ 1.69
LF
Sealant, asphalt
RI - 14
$ 1.25
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
$ 35.00
SY
80
2,800.00
Sidewalk, 4" thick, demolition and dispose
RI - 18
$ 29.50
SY
167
4,926.50
Sidewalk, 5" thick
RI - 19
$ 38.50
SY
321
12,358.50
Sidewalk, 5" thick, demolition and dispos
RI - 20
$ 37,50
SY
Sign, handicap
RI - 21
$ 85.28
Each
1
85.28
Striping, per stall
RI - 22
$ 5.82
Each
15
87.30
Striping, thermoplastic, for crosswalk )
RI - 23
$ 2.38
SF
Striping, 4" reflectorized line
RI - 24
$ 0,25
LF
Page 4 of 9 SUBTOTAL 42,380.00 7,431.58
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
15020.BOND.Q.xis Report Date: 2/24/2012
Site Improvement Bond Quantity Worksheet Web date: 12/0212008
Page 5 of 9
SUBTOTAL
1,766.40
30,375.10
Unit prices updated: 02/12/02
"KCC 27A authorizes only one bond reduction. Version: 11/26/08
15020.BOND.Q.xls Report Date: 2/24/2012
Site Improvement Bond Quantity Worksheet
Web date: 12/02/2008
Existing
Right-of-way
Future Public
Road Improvements
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
Complete
Cost
Unit Price
Unit
Quant.T Cost
Quant. I 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 Type[
D - 4
$ 1,257.64
Each
8
10,061.12
CB Type IL
D - 5
$ 1,433.59
Each
CB Type II, 48" diameter
D - 6
$ 2,033.57
Each
for additional depth over 4'
D - 7
$ 436.52
FT
CB Type II, 54" diameter
D - 8
$ 2,192.54
Each
for additional depth over 4'
D - 9
$ 486.53
FT
CB Type II, 60" diameter
D - 10
$ 2,351.52
Each
for additional depth over 4'
D - 11
$ 536.54
FT
CB Type II, 72" diameter
D - 12
$ 3,212.64
Each
for additional depth over 4'
D - 13
$ 692.21
FT
Through -curb Inlet Framework (Add)
D - 14
$ 366.09
Each
Cleanout, PVC, 4"
D - 15
$ 130.55
Each
Cleanout, PVC, 6"
D - 16
$ 174.90
Each
4
699.60
Cleanout, PVC, 8"
D - 17
$ 224.19
Each
Culvert, PVC, 4"
D - 18
$ 8.64
LF
Culvert, PVC, 6"
D - 19
$ 12.60
LF
Culvert, PVC, 8"
D - 20
$ 13.33
LF
Culvert, PVC, 12"
D - 21
$ 21.77
LF
Culvert, CMP, 8"
D - 22
$ 17.25
LF
Culvert, CMP, 12"
D - 23
$ 26.45
LF
Culvert, CMP, 15"
D - 24
$ 32.73
LF
Culvert, CMP, 18"
D - 25
$ 37.74
LF
Culvert, CMP, 24"
D - 26
$ 53.33
LF
Culvert, CMP, 30"
D - 27
$ 71.45
LF
Culvert, CMP, 36"
D - 28
$ 112.11
LF
Culvert, CMP, 48"
D - 29
$ 140.83
LF
Culvert, CMP, 60"
D - 30
$ 235.45
LF
Culvert, CMP, 72"
D - 31
$ 302.58
LF
Page 6 of 9
SUBTOTAL
iw! 2-10. 1
15,682.119'
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11 /26/08
15020.BOND.Q.xls Report Date: 2/24/2012
Site Improvement Bond Quantity Worksheet
Web date: 12/02/2008
DRAINAGE CONTINUED
Existing
Right-of-way
Future Public
Road Improvements
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant .
Complete
Cost
No.
Unit Price
Unit
Quant.
Cost
Quant.
Cost
Quant.
Cost
Culvert, Concrete, 8"
D - 32
$ 21.02
LF
Culvert, Concrete, 12"
D - 33
$ 30.05
LF
Culvert, Concrete, 15"
D - 34
$ 37.34
LF
Culvert, Concrete, 18"
D - 35
$ 44.51
LF
Culvert, Concrete, 24"
D - 36
$ 61.07
LF
Culvert, Concrete, 30"
D - 37
$ 104.18
LF
Culvert, Concrete, 36"
D - 38
$ 137.63
LF
Culvert, Concrete, 42"
D - 39
$ 158.42
LF
Culvert, Concrete, 48"
D - 40
$ 175.94
LF
Culvert, CPP, 6"
D - 41
$ 10.70
LF
Culvert, CPP, 8"
D - 42
$ 16.10
LF
Culvert, CPP, 12"
D - 43
$ 20.70
LF
Culvert, CPP, 15"
D - 44
$ 23.00
LF
Culvert, CPP, 18"
D - 45
$ 27.60
LF
Culvert, CPP, 24"
D - 46
$ 36.80
LF
Culvert, CPP, 30"
D - 47
$ 48.30
LF
Culvert, CPP, 36'
D - 48
$ 55.20
LF
Ditching
D - 49
$ 8.08
CY
Flow Dispersal Trench 1,436 base+
D - 50
$ 25.99
LF
French Drain 3' depth
D - 51
$ 22.60
LF
Geotextile, laid in trench, polypropylene
D - 52
$ 2.40
SY
Infiltration pond testing
D - 53
$ 74.75
HR
Mid -tank Access Riser, 48" dia, 6' deep
D - 54
$ 1,605.40
Each
Pond Overflow Spillway
D - 55
$ 14.01
SY
Restrictor/Oil Separator, 12"
D - 56
$ 1,045.19
Each
Restrictor/Oil Separator, 15"
D - 57
$ 1,095.56
Each
Restrictor/Oil Separator, 18"
D - 58
$ 1,146.16
Each
Riprap, placed
D - 59
$ 39.08
CY
Tank End Reducer 36" diameter
D - 60
$ 1,000.50
Each
Trash Rack, 12"
D - 61
$ 211.97
Each
Trash Rack, 15"
D - 62
$ 237.27
Each
Trash Rack, 18"
D - 63
$ 268.89
Each
Trash Rack, 21"
D - 64
$ 306.84
Each
Page 7 of 9
SUBTOTAL
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11 /26/08
15020.BOND.Q.xls Report Date: 2/24/2012
Site Improvement Bond Quantity Worksheet
Web date: 12/02/2008
Existing
Right-of-way
Future Public
Road Improvements
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
Complete
Cost
Unit Price
Unit
Quant. Price
Quant. Cost
Quant. Cost
PARKING LOT SURFACING
No.
2" AC, 2" top course rock & 4" borrow
PL - 1
$ 21.00
SY
2" AC, 1.5" top course & 2.5" base cours
PL-2
$ 28.00
SY
SEE ROAD SURF.
4" select borrow
PL - 3
$ 4.55
SY
1.5' top course rock & 2.5' base course
PL - 4
$ 11.41
SY
UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied by Franchise Utility's Cost Statement
Utility Pole(s) Relocation
UP-1
Lump Sum
1
15000
Street Light Poles w/Luminaires
UP-2
Each
WRITE -IN -ITEMS
(Such as detention/water quality vaults.)
No.
WI-1
Each
Rain Garden Planting
WI - 2
$ 3.50
SF
1161
4,063.50
Rain Garden Amended Soils
WI - 3
$ 15.00
CY
65
975.00
Uchltr
W I - 4
CC,
LF
WI-5
FT
WI-6
WI-7
WI-8
WI-9
WI-10
SUBTOTAL
SUBTOTAL (SUM ALL PAGES):
30% CONTINGENCY & MOBILIZATION:
GRANDTOTAL:
COLUMN:
Page 8 of 9
15,000.00
62,291.85
18,687.56
80,979.41
B
C
E
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11 /26/08
15020.BOND.Q.xis Report Date: 2/24/2012
Site Improvement Bond Quantity Worksheet
Original bond computations prepared by:
Name: Date:
PE Registration Number: Tel. #:
Firm Name:
Web date: 12/02/2008
Address: Project No:
ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS
Stabilization/Erosion Sediment Control (ESC)
Existing Right -of -Way Improvements
Future Public Road Improvements & Drainage Facil
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
Reduced Performance Bond* Total ***
Maintenance/Defect Bond* Total
PERFORMANCE BOND*
AMOUNT
(A) $ 10,754.3
(B) $ 80,979.4
(C) $ -
(D) $ , 9.0
8b)Vgo • 63
(A+B) $ 91,733.7
(T) $ _ 1.72,662T
Minimum bond amount is $10UU.
I7$, 32+A • 33
BOND*AMOUNT
REQUIRED AT RECORDING OR
TEMPORARY OCCUPANCY ***
PUBLIC ROAD & DRAINAGE
MAINTENANCE/DEFECT BOND*
(B+C) x
0.25 = $ 244.9
.5e G Cove,( S►wet -for
NAME OF PERSON PREPARING BOND* REDUCTION: tortd &Vt,d 1 ffgQe( (W(S(� `p� �j j"CA�S Date:
* NOTE: The word "bond" as used in this document means any 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.
SURETY BOND RIDER NOTE: If a bond rider is used, minimum additional performance bond shall be $ aG g29...0 (C+D)-E
REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY DDES
Tx0.30 $ �51,768.8 OR
(T-E) $ 17 2.7
Use larger of Tx30 a o -
Page 9 of 9 Unit prices updated: 02/12/02
Check out the DDES Web site at www.kinpcounty.pov/permits Version: 11/26/08
15020.BOND.Q.xis Report Date: 2/24/2012