pln20130020-Soundview Lane approved cost est.pdfSite Improvement Bond Quantity Worksheet S15o
LQ King County APR - 8 2015
Department of Permitting & Environmental Review EN(fIVEERING DIVISy01V
35030 SE Douglas Street, Suite 210
Snoqualmie, Washington 98065-9266 For alternate formats, call 206-296-6600.
206-296-6600 TTY Relay 711
Project Name: Soundview Lane LLC Date: 8-Apr-15
Location: 7231 Soundview Lane, Edmonds, VVA Project No.: PL20130020
Activity No.:
Clearing greater than or equal to 5,000 board feet of timber?
yes
If yes,
Forest Practice Permit Number:
(RCW 76.09)
Page 1 of 9
no
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.
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Site Improvement Bond Quantity Worksheet 4-8-15
r
Unit prices updated: 02/12/02
Version: 11 /26/2008
Report Date: 4/8/2015
Site Improvement Bond Quantity®rks eet S15 Webdate:02/22/201�1
Reference #
Unit
Price
Unit
Quantity
# of
Applications
Cost
EROSION/SEDIMENT 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
Excavation -bulk
ESC-5
$ 1.50
CY
Fence, silt
ESC-6
SWDM 5.4.3.1
$ 1.38
LF
460
1
635
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
1050
1
2111
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
Rock Construction Entrance, 50'xl5'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
Sed. trap, 5' high, riprapped spillway berm section
ESC-21
SWDM 5.4.5.1
$ 68.54
LF
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
Water truck, dust control
ESC-26
SWDM 5.4.7
$ 97,75
HR
WRITE -IN -ITEMS **** (see page 9j
Each
j
Straw Wattles
$ 0.85
400
1
340
Protective Orange Fencing
$ 1.10
450
11
495
ESC SUBTOTAL:
Ci7.11tiliTI p
Page 2 of 9
Site Improvement Bond Quantity Worksheet 4-6-15
5,044.64
Unit prices updated: 02/12/02
Version: 11/26/2008
Report Date: 4/8/2015
Web date: 12=12008
Existing
Right -of -Way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Quantity Completed
(Bond Reduction)*
Quant.
Com lete
Cost
Unit Price
Unit
Quant.
Cost
Quant.
Cost
Quant.
Cost
GENERAL ITEMS
No.
Backfill & Compaction- embankment
GI-1
$ 5.62
CY
Backfill & Compaction- trench
GI-2
$ 8.53
CY
7D
597.10
Clear/Remove Brush, by hand
GI-3
$ 0.36
SY
Clearing/Grubbing/Tree Removal
GI - 41
$ 8,876.16
Acre
0.22
1,952.76
0,42
3,727.99
Excavation - bulk
GI - 5
$ 1.50
CY
Excavation - Trench
GI - 6
$ 4.06
CY
1601
649.60
Fencing, cedar, 6' high
GI - 7
$ 18.55
LF
Fencing, chain link, vinyl coated, 6' hig
GI - 8
$ 13.44
LF
Fencing, chain link, gate, vinyl coated,
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" dee , stone filled mesh
GI - 16
$ 132.48
SY
68
9,008.64
Grading, fine, by hand
GI -17
$ 2.02
SY
Grading, fine, with grader
Gl - 18
$ 0.95
SY
Monuments, 3' Ion
GI - 19
$ 135.13
Each
Sensitive Areas Sin
GI - 20
$ 2.88
Each
Sodding, 1" deep, sloped ground
GI - 21
$ 7.46
SY
Surveying, line & grade
GI -22
$ 788.26
Day
1.5
1,182.39
1.5
1,182.39
Surveying, lot location/lines
GI - 23
$ 1,556.64
Acre
1
1,556.64
Traffic control crew (2 flaggers)
GI - 24
$ 85A8
HR
16
1,382.88
Trail, 4" chipped wood
GI - 25
$ 7.59
SY
Trail, 4" crushed cinder
GI - 26
$ 8.33
SY
Trail, 4" top course
GI - 27
S 8.19
SY
Wall, retaining, concrete
GI - 28
$ 44.16
SF
Wall, rockery
Gl - 29
$ 9.49
SF
70
664.30
Page 3 of 9
SUBTOTAL 4,498.03
17,386.66
Unit prices updated: 02/12/02
"KCC 27A authorizes only one bond reduction, Version: 11/26/08
Site Improvement Bond Quantity Worksheet 4-6-15 Report Date: 4/8/2015
Web date: 12102/2008
Existing
Right-of-way
Future Public
Right of Way
Drainage Facilities
Private Bond Reduction"
Improvements
Quant.
Quant. Cost Com lete Cost
Unit Price
Unit
Quant. Cost
Quant. Cost
ROAD IMPROVEMENT
No.
AC Grinding, 4' wide machine < 1000s
RI-1
$ 28.00
SY
AC Grinding, 4' wide machine 1000-200
RI-2
$ 15.00
SY
AC Grinding, 4' wide machine > 2000sy
RI-3
$ 7.00
SY
AC Rem ova I/Dis osal/Re air
RI-4
$ 67.50
SY
205
13,837.50
Barricade, type I
RI-5
$ 30.03
LF
Barricade, type Ili Permanent
RI - 6
$ 45.05
LF
Curb & Gutter, rolled
RI - 7
$ 17.00
LF
Curb & Gutter, vertical
RI-8
$ 12.50
LF
Curb and Gutter, demolition and dispos
IRI - 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
$ 1.69
LF
Sealant, asphalt
RI -14
$ 1.25
LF
Shoulder, AC, see AC road unit rice
RI - 15
$ -
SY
Shoulder, gravel, 4" thick
RI -16
$ 15.00
SY
Sidewalk, 4" thick
RI -17
$ 35.00
SY
Sidewalk, 4" thick, demolition and dis o
RI -18
$ 29.50
SY
Sidewalk, 5" thick
RI - 191
$ 38.50
SY
Sidewalk, 5" thick, demolition and dis o
RI - 20
$ 37.50
SY
Sign, handicap
RI-21
$ 85,28
Each
Striping, per stall
RI - 22
$ 5.82
Each
Striping, thermoplastic, ( for crosswalk)
RI - 23
$ 2.38
SF
Striping, 4" reflectorized line
RI - 24
$ 0,25
LF
Page 4of9
SUBTOTAL
13, 837.50
Unit prices updated: 02/12/02
'KCC 27A authorizes only one bond reduction. Version: 11/26/08
Site Improvement Bond Quantity Worksheet 4-6-15 Report Date: 4/8/2015
Web date: 12/02/2008
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
complete[
Cost
Unit Price
Unit
Quant. Cost
Quant. Cost
Quant, Cost
ROAD SURFACING (4" Rock = 2.5 base & 1.5" top course) For'93 KCRS (6.5" Rock= 5" base & 1.5" top course)
ForKCRS `93; additional 2.5" base ad
RS -1
$ 3.60
SY
693
2,494.80
237
853.20
AC Overlay, 1.5" AC
RS - 2
$ 11.25
SY
AC Overlay, 2" AC
RS - 3
$ 15.00
SY
AC Road, 2", 4" rock, First 2500 SY
RS-4
$ 21,00
SY
693
14,563.00
237
4,977.00
AC Road, 2", 4" rock, Qty. over 2500SY
RS - 5
$ 19.00
SY
AC Road, 3", 4" rock, First 2500 SY
RS - 6
$ 23.30
SY
AC Road, 3", 4" rock, Qty. over 2500 S
RS - 7
$ 21.00
SY
AC Road, 5", First 2500 SY
RS - 8
$ 27,60
SY
AC Road, 5", Qty. Over 2500 SY
RS - 9
$ 25.00
SY
AC Road, 6", First 2500 SY
RS - 1 C
$ 33.10
SY
AC Road, 6", Qty. Over 2500 SY
RS - 1
$ 30.00
SY
Asphalt Treated Base, 4" thick
RS - 1
$ 20.00
SY
Gravel Road, 4" rock, First 2500 SY
$ 15.00
SY
—1R.S-12
Gravel Road, 4" rock, Qty. over 2500 S
S - 1
$ 8.501
SY
PCC Road, 5", no base, over 2500 SY
RS - 1
$ 27.00
SY
PCC Road, 6", no base, over 2500 SY
RS - 1
$ 25.50
SY
Thickened Edge
RS - 1
$ 8.60
LF
2801
2,408.00
Page 5 of 9
SUBTOTAL 19,455.80
5,830.20
Unit prices updated: 02/12/02
"KCC 27A authorizes only one bond reduction. Version: 11/26/08
Site Improvement Bond Quantity Worksheet 4-6-15 Report Date: 4/8/2015
Web date: 12/02/2008
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction"
Quant.
Unit Price
Unit
Quant. Cost
Quant. I Cost
Quant. Cost
Complete
Cost
13RAINAGE (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, RID
D - 1
$ 21.00
SY
Bollards - fixed
D - 2
$ 240.74
Each
Bollards - removable
D - 3
$ 452.34
Each
CBs include frame and lid)
CBType I
D-4
$ 1,257.64
Each
1
1,257.64
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 ll, 54" diameter
D - 8
$ 2,192.54
Each
2
4,385.08
for additional depth over 4'
D - 9
$ 486.53
FT
4.2
2,043.43
CB Type II, 60" diameter
D-101
$ 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
5
652.75
Cleanout, PVC, 6"
D - 161
$ 174.90
Each
Cleanout, PVC, 8"
D - 17
$ 224.19
Each
Culvert, PVC, 4"
D - 18
$ 8,64
LF
341
2,946.24
Culvert, PVC, 6"
D - 19
$ 12.60
LF
98
1,234.80
Culvert, PVC, 8"
D - 20
$ 13.33
LF
Culvert, PVC, 12"
D - 21
$ 21.77
LF
Culvert, CMP, 8"
D - 22
.$ 17.25
LF
I 111
1,914.75
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
4
285.80
Culvert, CMP, 36"
1 D - 28
$ 112.11
1 LF
Culvert, CMP, 48"
D-29
$ 140.83
LF
90
12,674.70
Culvert, CMP, 60"
D - 30
$ 235.45
LF
Culvert, CMP, 72"
D - 311
$ 302.58
LF
Page 6 of 9
SUBTOTAL 3,172.39
24,222.80
Unit prices updated: 02/12/02
'KCC 27A authorizes only one bond reduction. Version: 11/26/08
Site Improvement Bond Quantity Worksheet 4-6-15 Report Date: 4/8/2015
Web date: 12/02/2008
DRAINAGE CONTINUED
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
No.
Unit Price
Unit
Quant.
Cost
Quant.
Cost
Quant.
Cost
Complete
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
27
218.16
12
96.96
Flow Dispersal Trench 1,436 base+
D -50
$ 25.99
LF
20
1955.8
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' dee
D - 54
$ 1,605.40
Each
Pond Overflow Spillway
D - 55
$ 14.01
SY
RestrictorlOil Separator, 12"
D - 56
$ 1,045.19
Each
Restrictor/Oil Separator, 15"
D -57
$ 1,095.56
Each
RestrictorlOil Separator, 18"
D-58
$ 1,146.16
Each
1
1146.16
Riprao, placed
D - 59
$ 39.08
CY
Tank End Reducer (36" diameter)
D - 60
$ 1,000.50
Each
2
2001
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"
1 D - 64
$ 306,84
Each
Page 7 of 9
218.16
5199.92
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction, Version: 11/26/08
Site Improvement Bond Quantity Worksheet 4-6-15 Report Date: 4/8/2015
Web date: 12/02/2008
Existing
Right-of-way
Future Public
Right of Way
& Draina a Facilities
Private
Improvements
Bond Reduction*
Quant.
Unit Price
Unit
Quant. Price
Quant. Cost
Quant. Cost
Complete
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 cou
PL-2
$ 28,00
SY
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 bfranchise Utility's Cost Statement
Utiiity Pole(s) Relocation
UP-1
Lump Sum
Street Light Poles w/Luminaires
UP-2
Each
TRITE -IN -ITEMS
(Such as detention/water quality vaults.)
No.
WI-1
Each
WI-2
SY
WI-3
CY
Wl - 4
LF
WI - 51
FT
Storm Tech Single Cartridge CB
Wt - 6
$ 7,850.00
EACH
1
7850
11
7,850.00
Sanitary Sewer 6" Pipe
WI - 7
$ 16.80
LF
251
4,216.80
Sanitary SewerCO's
WI-8
$ 174.90
EACH
6
1,049.40
Stop Sign Post
WI - 9
$27,50
EACH
1
27.5
Water Service Line
$ 3.02
LF
45
135.9
368
1,111.36
SUBTOTAL 8,013.40
SUBTOTAL (SUM ALL PAGES): 49,195.28
N
Page 8 of 9
'KCC 27A authorizes only one bond reduction.
Site Improvement Bond Quantity Worksheet 4-6-15
14.227.56
66,867.13
Unit prices updated: 02/12/02
Version: 11/26/08
Report Date: 4/8/2015
Site Improvement Bond Quantity Worksheet Web date: 12102/2008
Original bond computations prepared by:
Name: DONNA L. BRESKE, PE Date: 4/8/2015
PE Registration Number: 27367 Teli. #:
Firm Dame: DONNA L BRESKE PE, LLC
Address: DonnaBreske@comcast.net project No: PL20130020
ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS
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
Performance Bond* Total ***
Maintenance/Defect Bond* Total
NAME OF PERSON PREPARING BOND* REDUCTION:
PERFORMANCE BOND*
AMOUNT
(A) $ 5,044.64
A $ 49,195.28
(C) $
(D) $ 66,867.13
(A+B) $ 54,239,92
(T) $ 121,107.05
Minimum bond* amount is $2000
BOND* AMOUNT
REQUIRED AT RECORDING OR
TEMPORARY OCCUPANCY ***
T x 0.30 $ 36,332.11 OR
T
( $ t ;7rL.:6"1 t
Use larger of Tx30% or (T-E
PUBLIC ROAD & DRAINAGE
MAINTENANCE/DEFECT BOND*
(B+C) x
0.25 = $ 12-298 32
vii.tl 1Loi0 4- TO1-tZ5�.
P(1.dy 0 tZ/HNi}6E J0 Zi, q;f —2 , 7; 9, ''.;O C � . = 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 DDES
Page 9 of 9 Unit prices updated: 02/12/02
Check out the DDES Web site at www.krngcounty.goy/hermits Version: 11/26/08
Site Improvement Bond Quantity Worksheet 4-8-15 Report Date: 4/8/2015
SUPERIOR SPRINKLER SYSTEMS &
LANDSCAPE, hie.
222 172nd Street NE
Arlington, WA 98223
Name / Address
Rob Michel
Regent Construction
i-wmichei@nwlink.com
Date Estimate #
3/11/22015 1148
Project
Description
Qty
Cost
Total
Native Plantings at Soundview Place Edmonds WA
Compost
6
32.00
192.00T
Mulch
6
32.00
192.00T
Douglas fir
5
22.75
113.75T
Pacific dogwood
3
18.7S
56.25T
Paper Birch 2 gallon
2
18.75
37.50T
shore pine
5
24.00
I20.00T
Vine Maple 2 gallon
6
16.50
99.00T
Western Red Cedar
15
16.50
247.50T
indian plum
3
4.50
13.50T
Hybrid Manzanita
10
7.50
75.00T
Myrica Califonia pacific wax leaf myrtle
6
6.90
41.40T
Red twig dogwood
12
5.00
60.00T
snowberry
13
5.00
65.00T
camas
30
5.50
165.00T
salal
12
5.50
66.00T
Fern
36
5.75
207.00T
Labor to install
2,000.00
2,000.00T
Subtotal plantings
3,750.90
Price does not include grubbing out invasive species
Page 'l
SUPERIOR SPRINKLER SYSTEMS &
LANDSCAPE, Inc.
222 172nd Street NE
Arlington, WA 98223
Name / Address
Rob Michel
Regent Construction
rwmichel@,nwlirdc.com
Date
Estimate #
3/11/2015
1148
Project
I
Description
Qty
Cost
Total
The under signed hereby agrees to the work as described above. Superior
O.00T
Sprinkler Systems & Landscape Inc. agrees to perform the work as described
above in a timely professional manner. Any work outside of this proposal
would be considered "extra work" and would be charged at the agreed upon
rate by both parties. Payment terms are to be as follows: 50% deposit on
starting job and balance on completion of work described above. A finance
charge of 1.5% per month will accrued on all remaining balances after 30
days. Note: Under WA State law, in case of non payment by home owner to
contractor a lien may be filed against property.
Authorization to accept proposal
O.00T
Date
Superior Sprinkler Systems & Landscape Inc. Authorization to proceed with
O.00T
work date
Thank you for your business.
Phone # Fax #
' 425-745-8567 360-652-4177
Subtotal $3,750.90
Salon Tax (9.5%) $356.34
Total $4,107.24
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