Engineering Comments-3.pdfof ED,v CITY OF EDMONDS
CIVIL PLAN REVIEW COMMENTS
4�3"'A
ENGINEERING DIVISION
.(425) 771-0220
City Website: www.edmondswa.gov
DATE: November 5, 2018, March 5, 2019, July 12, 2019
TO: Taylor Engineering
ClearvisionHome@gmail.com
FROM: JoAnne Zulauf, Engineering Technician
Joanne.zulauf@edmondswa.gov
RE: Subdivision File #: pin20070059
Project: Clear Vision 2 lot Short Plat
Project Address: 18227 80th Ave W
7112119 Not received. The site plan does not show the ped easement area nor do the short plat
recording plans.
Since we are getting to the end of this process we will need the full documents correctly
submitted as soon as possible.
- Attached you will find the city's pedestrian easement template.
--Please complete and provide recordable exhibits as referenced in the easement language.
--Enter "Snohomish County Recording Requirements" in Google to learn what the document
format should be.
--Do not sign and notarize until City has reviewed and approved.
3.5.19 Not Received. The location of the mailbox requires a portion of the public sidewalk to be
over private property. A pedestrian easement shall be granted to the city for this area. The
approval of such shall be brought before City Council. The first step is a Council Committee
process and the second step is approval before the full Council. The following shall be provided
by the applicant:
a. Vicinity Map
b. Site Plan showing improvements and location of easement; and/or
c. Site Plan showing public right-of-way dedication
The next available meeting date is Deeember- 11,2April 2019 the next second Tuesday
from when you submit the dots. It takes about 2 months. See previous comment letters for
more information regarding the process.
7112119 A Stormwater Covenant is required to be recorded against the property based on the
proposed stormwater facilities for the project. Please complete the covenant, including
notarization and any required exhibits and submit to the city. Ensure the stormwater
covenant meets Snohomish County Record Drawing requirements. The document must be
complete, but will not be recorded prior to permit issuance. Prior to construction, final
location of facilities are to be verified (by field inspection and asbuilt) and then the covenant
will be recorded. Attached.
7112119 Please see the attached bond quantity worksheet with markups. If there are no changes
required, please acknowledge your agreement so I can proceed with fee calculations.
Page 2 of 2
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, XXXXXX,
("GRANTORS") hereby grants 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 of eein^*^•^*-0- ^a
The easement hereby granted is located in the COUNTY OF SNOHOMISH, STATE OF
WASHINGTON, and is more particularly described and depicted As fel I ows 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
GRANTORS' 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 arisingdirectly irectly 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
M...
XXXX
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
920
NOTARY PUBLIC in and for the
State of Washington, residing at
Pedestrian Easement - 7.8.19.doc
Accepted by the City Council dated day of 2019.
CITY OF EDMONDS ATTEST/AUTHENTICATED:
David O. Earling, Mayor Scott Passey, City Clerk
APPROVED AS TO FORM:
Office of the City Attorney
Pedestrian Easement - 7.8.19.doc
After recording return to:
City Clerk
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
Document Title(s)
Declaration of Covenant - Private Stormwater Facility
Reference Number(s) of Related Documents
City of Edmonds (permit number)
Grantor(s) (Last, First and Middle Initial)
Grantee(s) (Last, First and Middle Initial)
City of Edmonds
Legal Description (abbreviated form; i.e., lot, plat or section, township, range, quarter/quarter)
Assessor's Property Tax Parcel/Account Number at the Time of Recording:
The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or
completeness of the indexing information provided herein.
DECLARATION OF COVENANT
Private Stormwater Facility
WHEREAS, the undersigned Declarant(s) have installed one or more stormwater
facilities under Edmonds Community Development Code Chapter 18.30 known as a "low impact
development best management practices (LID BMP)" as selected below:
❑ Permeable Pavement ❑
❑ Rain Garden / Bioretention Cell ❑
❑ Drywell ❑
Infiltration Trench
Gravelless Chamber
Other
WHEREAS, the City of Edmonds has allowed installation of the LID BMP, subject to the
execution and recording of this Declaration of Covenant; NOW, THEREFORE,
THE UNDERSIGNED DECLARANT(S), being the owners of the real property ("the
Property") located at the following address:
in the City of
Edmonds, Washington, and legally described on Exhibit A attached hereto and incorporated
herein by this reference as if set forth in full, hereby covenants and agrees, on behalf of
himself/herself/themselves/itself and his/her/their/its successors and assigns, as follows:
Declarant(s) warrant that he/she/they are the owners of the property described on Exhibit
A and have the authority to impose this covenant on the property and bind all future owners,
successors, and assigns of the Declarant(s). The Declarant(s), future owners, successors,
and assigns of the Declarant(s) shall be referred to collectively as "Owners."
2. The Owners of the Property agree that the Property contains one or more stormwater
management facilities referred to as an "LID BMP," which was installed to mitigate the
stormwater quantity and quality impacts of some or all of the impervious or non-native
pervious surfaces on the property. "Low impact development" means development
conducted in a way that seeks to minimize or completely prevent alterations to the natural
hydrology of the site. Low impact development includes site planning and design to reduce
alterations of natural soil and vegetation cover, minimize impervious surfaces, and specific
practices that help to replicate natural hydrology such as permeable pavements, green
roofs, soil amendments, bioretention systems, and dispersion of runoff.
3. The Owners shall maintain the size, placement, and design of the LID BMP as depicted on
the approved site plan, Exhibit B, and design details shall be maintained and may not be
changed without written approval either from the Engineering Division of the City of
Edmonds or through a future development permit from the City of Edmonds. Chemical
fertilizers and pesticides shall not be used where LID BMP is located. All costs of
maintenance and repair shall be the sole responsibility of the Owners.
4. The Owners shall inspect LID BMPs annually for physical defects. After major storm
events, the system shall also be checked to ensure that the overflow system is working
properly. The Owners also shall maintain all LID BMPs so they function as designed on a
year-round basis.
5. The City of Edmonds is hereby granted by the Owners the right, but not the obligation, to
enter upon the Property described on Exhibit A at all reasonable times for the purpose of
inspecting the private stormwater LID BMP facility. If, as the result of any such inspection,
the City of Edmonds determines that the LID BMP is in disrepair, requires maintenance or
repair, or is otherwise not functioning as provided in the BMP site plan, the City Engineer
or his designee shall have the right, but not the obligation, to order the Owners to maintain
or repair the same.
6. If the City of Edmonds determines that the LID BMP requires maintenance or repair
pursuant to Section 5, the City of Edmonds shall provide notice to the Owners of the
deadline within which such maintenance or repair must be completed. Said notice may
further advise that, should the violator fail to perform required maintenance or make repairs
within the established deadline, the work may be done by the city or a contractor designated
by the City Engineer and the expense thereof shall be charged to the Owners. The City's
officers, agents, employees, and contractors shall have the right, which is hereby granted
by the Owners, to enter upon the Property described on Exhibit A in order to perform such
work. The Owners shall bear the cost of all work performed.
7. The Owners shall indemnify, defend and hold harmless the City of Edmonds, its officers,
officials, employees and agents from any and all claims, demands, suits, penalties, losses,
damages, judgments, attorneys' fees and/or costs of any kind whatsoever, arising out of or
in any way resulting from the approval of the LID BMP(s), the installation and presence
of the LID BMP(s), and the acts or omissions of the Owners, their officers, employees,
contractors, and agents relating to the construction, operation and maintenance of the LID
BMP(s) on the Property, except for the City's intentional and willful tortious acts, and
waive and release the City of Edmonds from any and all claims for damages and injunctive
relief which the Owners may themselves have now or in the future, by reason of the
construction, maintenance and operation of said LID BMP(s).
8. This covenant shall run with the land and be binding upon the Owners.
Dated:
DECLARANT(S):
(Signature)
(Print Name)
(Signature)
(Print Name)
State of Washington
ss.
County of Snohomish
APPROVED:
CITY OF EDMONDS
(Signature)
(Print Name)
(Title)
On this day personally appeared before me
{Declarant(s)} to me known to be the individual, or individuals described in and who executed
the within and foregoing instrument, and acknowledged that he/she/they signed the same as
his/her/their free and voluntary act and deed, for the uses and purposes therein mentioned.
SUBSCRIBED AND SWORN before me this day of , 201_.
(Signature)
(Name legibly printed or stamped)
Notary Public in and for the State of Washington.
Residing at:
My commission expires
Exhibit A
Legal description
Exhibit B
Site Plan
Web date: 0�/03/2015
Site Improvement Bond Quantity Worksheet S15 RECEIVED
La King County JUN 27 2019
Department of Permitting & EhVironroental Review OFUELOPMENT SERVICES
35030 SE Douglas Streit, Suite 210 COUNTER
Snoqualmie, Washington 98065-9266 For alternate formats, dill 206-296-6600.
206-296-6600 TTY Relay 711
Project I4pme: Clear Vision Short Plat _ Date: 3/29/2019
L_ocgtion: 18227 80th Avenue W Pr*ct No.: PLN20070059
Actkrity No.:
Clearing greater than or equal to 5,000 board feet of tim0er?
yes X no
If yes,
Forest Praciice Permit Number:
(RCW 76.09)
Note: All prices iticlude labor, equipment, materials, overhead and
profit. Prices are from R8 Means data tidjusted for the Seattle area
or from local sourees if not included in the RS Means database.
} 4 � �c 18 of x
12-0 °l o
= 3, 5 q I • `10 i3o tJ 0 To
5TARJ' c0N-6 T-. PP, 1o1*� 11 Ric UvZ,t� KILP
bZ8 .Sce PvON0 To
P(56T-pbKtr CONC07. ¢ ct)P,D
r9o,
3. 3 %
'e 5, 1t.P8' �o V)5PV-A'0-n
Page 1 of 9
Unit prices updated: 3/2/2015
VQrsion: 3/2/2015
Bond Quantitips Wor;ksheet.xlsx Report Cate: 3129/2019
Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015
Reference #
Un{!
Price
Unit
Quantity
# of
Applications
Cost
EROSION/SEDIMENT CONTRO
Number
Backfill & compaction -embankment
ESC-1
$ 6.00
CY
Check dams, 4" minus rack
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
j
Fence, silt
ESC-6
SWDM 5.4.3.1
$ 1.50
LF
r b0 faw\
1
Sqo
Fence, Temporary NGPE)
ESC-7
$ 1.50
LF
V
(
0
Ft droseeding
ESC-8
SWUM 5.4.2.4
$ 0.80
SY
.J,ute Mesh
ESC-9
SWDM 5.4.2.2
$ 3.50
SY
Mulch, by hand, straw, 3" deep
ESC-10
SWUM 5.4.2.1
$ 2.50
SY
Mulch, by machine, straw, 2" deep
ESC-11
SWUM 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
SWUM 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'xl5'xl'
ESC-17
SWDM 5.4.4.1
$ 1,800.00
Each
1
1
1800
Rock Construction Entrance, 100'xl5'xl' _
ESC-18
SWDM 5.4.4.1
$ 3,200.00
Each
Sediment pond riser assembly
ESC-19
SWUM 5.4.5.2
$ 2,200.00
Each
Sediment trap, 5' high berm
ESC-20
SWUM 5.4.5.1
$ 19.00
LF
Sped. 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
SWUM 5.4.2.4
$ 1.00
SY
ESC-23
SWUM 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
20
1
2200
Water truck, dust control
ESC-26
SWDM 5.4.7
$ 140.00
HR
5
1
700
RITE -IN -IT MS **** see a e J9
Each
ESC SUBTOTAL:
30% CONTINGENCY & MOBILIZATION:
ESC TOTAL:
COLUMN:
Page 2 of 9
Bond Quantities Worksheet.xlsx
$ 4,700-.W- t. -IZb
$ 1,410.00
$ 6,110.00
A
Unit prices updated: 3/2/2015
Version: 3/2/2015
Report Date: 3/29/2019
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
Existing
Right -of -Way
Future Public
Right of Way
$ Drainage Facilities
Quant. Cost
Private
Improvements
Quant. Cost
Unit Price
Unit Quant
Cost
GENERAL ITEII,S
o.
BUckfill & Compaction- embankment
GI - 1
$ 6.00
CY
Beckfill & Compaction- trench
GI , 2
$ 9.00
CY
49
440.00
67
602.00
Clear/Remove Brush, by hand
GI - 3
$ 1.00
SY
Glearin /Grubbin /Ttee Removal
GI - 4
$ 10,000.00
Acre
0.1
1,000.00
Excavation - bulk
GI - 5
$ 2.00
CY
E'(Cavatlon - Trendh
GI - 6
$ 5.00
CY
40
244.44
67
334.44
Fencing, cedar. 6' h' h
GI-7
$ 20.00
LF
Fencing, chain link, vinyl coated, 6' hi h
GI - 8
$ 20.00
LF
Fencing, chain link, gate, vinyl coated, 20
GI-9
$ 1.400.00
Each
Fencing, split rail, Thigh
GI.- 10
$ 15.00
LF
Fill & compact - common barrow
GI - 11
$ 25.00
CY
Fill & compact - gravel base
GI - 12
$ 27.00
CY
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
Monuments, 3' Ion
GI - 19
$ 250.00
Each
Sensitive Areas Sign
GI - 20
$ 7.00
Each
Sodding, 1" deep, sloped grolind
GI - 21
$ 8.00
SY
Surveying, line & grade
GI - 22
$ 850.00
Day
4
3,400.00
SUrve ing, lot location/lines
GI - 23
$ 1,800.00
Acre
Traffic control crew 2 flaggers)
GI - 24
$ 120.00
HR
40
4,800.00
Trail, 4" chipped wood
GI - 25
$ 8.00
SY
Trail, 4" crushed cinder
GL- 26
$ 9.00
SY
Trail, 4" top course-
GI - 27
$ 12.00
SY
Wall, retaining, concrete
GI - 28
$ 55.00
SF
Wall, rockery I
GI - 29
$ 15.00
SF
264
3,960.00
Page 3 of 9
SUBTOTAL
5,484.44
9,296.44
Unit prices updated: 03/02/2015
"KCC 27A authorizes only one bond reduction. Ver,5ion: 03/02/2015
Bond Quantities Worksheet.xlsx Report Date: 3/29/2019
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
_
Existing
Right-of-way
Futurr Public
Right (if Way
& Drainage Facilities
Private
Improvements
Unit Price Unit Quant. Cost Quant. Cost Quant. i Cost
ROAD IMPROVEMENT
Imo,
AC Grinding, 4' wide machine < 1000sy
RI - 1
$ 30.00
SY
_
AC Grinding, 4' wide machine 1000-20M
RI - 2
$ 16.00
SY
_
AC Grinding, 4' wide machine > 2000sy
RI - 3
$ 10.00
SY
_
AC Removal/Disp6sal
RI - 4
$ 35.00
SY
64
_
392
13,708.33
BArricade, type III permanent)
RI - 6
$ 56.00
LF
_2_,255.56
_
Curb & Gutter, rolled
RI - 7
$ 17.00
LF
_
Curb & Gutter, vertical
RI - 8
$ 12.50
LF
151
1,88750
144
1,800.00
Curb and Gutter, demolition end disposal
RI -9
$ 18.00
LF _
_
Curb, extruded asphalt
RI . 10
$ 5.50
LF
Curb, extruded concrete
RI - 11
$ 7.00
LF
_
Sowcut, asphalt, 3" depth
RI - 12
$ 1.85
LF
253
468.05
_
Sgwcut, concrete, p8r 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
88
_
3,348.22
Sidewalk, 4" thick, demolition and dispos
RI - 18
$ 32.00
SY
_
S dewalk, 5" thick
RI - 19
$ 41.00
SY
_
Sidewalk, 5" thick, demolition and dispose
RI a 20
$ 40.00
SY
_
,fgn, handicap
RI.21
$ 85.00
Each
Striping, per stall
RI = 22
$ 7.00
Each
Striping, thermoplastic, ( for prosswalk )
RI - 23
$ 3.00
SF
Striping, 4" reflectarized line
RI 24
$ 0.50
LF
Page 4 of 9
SUBTOTAL
7,959.33
15,508.33
Unit prices updated: 03/02/2015
"KCC 27A authorizes only one bond reduction. Version: 03/02/2015
Bond Quantities Worksheet.xlsx Report Date: 3/29/2019
Site Improvement Band Quantity Worksheet Web date: 04/03/2015
Existing
Right-of-way
Future Public
Right of Way
& DrainaFacilities
Private
ImproveMents
Quant. T Cost
Unit Price
Unit
Quant. Cost
Quant. Cost
ROAD SURFACING
No..
(4" Rock = 2.5 base 1.5" top
course) 9 1/2"_Rock= 8" base & 1.5" trap 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" Overlay 2"
RS 3
$ 18.00
SY
HMA Road, 2", 4" dock, First,2500 SY
RS . 4
$ 28.00
SY
HMA Road, 2", 4" ruck, Qty. over 2500 S
RS, 5
$ 21.00
SY
4MA Road, 3", 9 1/2" Rock, First 2500 S
RS - 6
$ 42.00
SY
HMA Road, 3", 9 112' Rock, Qty Over 25C
RS , 7
$ 35.00
SY
_
Not Used
RS 8
Not Used
RS - 9
_
IHMA Road, 6" Depth, First 2500 SY
RS, 10
$ 33.10
SY
68
2,261.83
IHMA 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/Desig
RS - 15
Thickened Edge
IRS - 17
$ 8.60
LF
Page 5 of 9 SUBTOTAL 2,261.83
Unit prices updated: 03/02/2015
"KCC 27A authorizes only one bond reduction. Version: 03/02/2015
Bond Quantities Worksheet.xlsx Report Date: 3/29/2019
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Privatte
Improvements
Unit Price
Unit
Quant. Cost
Quant. Cost
Quant, Cost
131RAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Cuivert prices, Avr ra e of 4' cover was assumed. Assume perforated PVC is same price as solid pipe.
Access Road. R/D
D r 1
$ 21.00
SY
Mllards - fixed _
D = 2
$ 240.74
Each
Bollards - removable
D 3
$ 452.34
Each
_
* (CBs include frame and lid T
CS Type I
D - 4
$ 1,500.00
Each
_ 1
1,500.00
3,000.00
CB Type IL
D q 5
$ 1,750.00
Each
_
CB Type II, 48" diameter
D - 6
$ 2,300.00
Each
fi
-i Cliff
i V1 JW lM
for additional depth over 4.'
D = 7
$ 480.00
FT
M Type II, 54" diameter
D - 8
$ 2,500.00
Each
_
41 Ali C 1
for additional depth over 4'
D 9
$ 495.00
FT
_
CB Type II, 60" diameter
D.10
$ 2,800.00
Each
for additional depth over 4'
D . 11
$ 600.00
FT
_
M Type II, 72" diameter
D . 12
$ 3,600.00
Each
+_
for additional depth over 4'
D . 13
$ 850.00
FT
Through -curb Inlet Ftamewodc (Add)
D - 14
$ 400.00
Each
_
Cleanout, PVC, 4"
D . 15
$ 150.00
Each
T
Cleanout, PVC, 6"
D . 16
$ 170.00
Each
_
�J_
(O�U 1,020.00
,Cleanout, PVC, 8"
D • 17
$ 200.00
Each
Z�
Culvert, PVC, 4" _
D . 18
$ 10.00
LF
_
3b-
Culvert, PVC, 6"
D . 19
$ 13.00
LF
Culvert, PVC, 8" _
D < 20
$ 15.00
LF
_
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
Page6of9
SUBTOTAL
1,500.00
q Z Ll 6 4;92.OM-.
*KCC 27A authorizes only one bond reduction.
Bond Quantities Worksheet.xlsx
Unit prices updated: 03/02/2015
Version: 03/02/2015
Report Date: 3/29/2019
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, 80
D - 32
$ 25.00
LF
Culvert, Concrete, 12"
D - 33
$ 36.00
LF .
Culvert, Concrete, 15"
D - 34
$ 42.00
LF
4
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
_
66
924
Culvert, CPP, 8"
D - 42
$ 16.00
LF
Culvert, CPP, 12",
D - 43
$ 24.00
LF
165
3960
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
Dttching
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
_
70
1820
,Geotextile, laid in trench, polypropylene
D - 52
$ 3.00
SY
Mid -tank Access Ri$4er, 48" d}a. 6' deep
D - 54
$ 2,000.00
Each
Pond Overflow Spillway
D - 55
$ 16.00
SY
_
_
Restrictor/Oil Sepal@tor, 12"
D - 56
$ 1,150.00
Each
Restrictor/Oil Separator, 15"
D - 57
$ 1,350.00
Each
Restrictor/Oil Sepwator, 18"
_
D - $8
$ 1,700.00
Each
Rlprap, 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
3960
2744
Unit prices updated: 03/02/2015
''KCC 27A authorizes orljy one bond reduction. Version: 03/02/2015
Bond Quantities Workshf)et.xlsx Report Date: 3/29/2019
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Unityrice
Unit
Quant, Price
Quant. Cost
Quant. Cost
PARKING LOT §URF6PING Not To Be Used For Roads Or Shoulders
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 & SIBEET LIGHTING Utility We relocation costs must -be accompanied by Franchise Utility's Cost E*timate
L tllity Pole(s) Relocation
UP-1
Lump Sum
Street Light Poles W/Luminalms
UP-2
$ 7,500.00 Each
WRITE-IN-ITE
(Such as detention/water quality vaults.
No-
Mywell
WI.1
$ 10,000.00
Each
1
10,000.00
krmeable Pavemeht
WI = 2
$ 15.00
SF
3713
55,695.00
WI=3
CY
WI=4
LF
W I t 5
FT
WI-6
WI-7
WI-8
WI=9
WHO
SU&OTAL
SUBTgTAL (SUISI ALL PAGES):
30% CONTINGENCY & MOBILIZATION:
GRANDTOTAL:
COLUMN:
Page 8 of 9
T
2.9,levl-U6
Ioa,4Ql. 17
24;'f89:81
.97..7.6&-7B
29�f t9�
4"s
7 i l�KZ.•C?j
1
2,Z;595.29•
1a�26,442.
B C
D
Unit prices updated: 03/02/2015
*KCC 27A authorizes only one bond reduction. Version: 03/02/2015
Bond Quantities Worksheet.xlsx Report Date: 3/29/2019
Site Improvement Bond Quantity Worksheefi Web date: 04/03/2015
original bond corhputatiops prepared by:
Niame: _ William N. -r_aylor
PE Registration Nrimber: 26198
Date: 3/29/2019
Tel. #: 425-391-1415
Ftrm Name: TEC, Inc.
liWdress: PO Box 1787, Issaquah, WA 98027 Project No: PLN20070059
Stabilization/Erosion Sediment Control (ESC)
Existing Right-of4ay Irnprovements
Future Public Right of Way & Drainage Facilities
Private Improvements
Calculated Quantity Completed
Total Right -of Way and/qr Site Restoration Bond*/**
(First $7,500 of bond* shall bb cash.)
Performance Bond* Amount (A+B+C+Q) = TOTAL
Maintenance/Defect BonO* Total
NAME OF PERSON PREPARING BOND* REDUCTION:
FINANCIAL GUARANTEE REQUIREMENTS
MRFORMANCE SOND*
AMOUNT
(A) S _ ] y 34 B04"
(B) $ 1, (g2.N2*;645-3
(C) $
(D) $ 13 (e, ��. V216;442.9
1
(A+B) _ $ L4d I V A5. 0g 33;fi2"
(T) $ 90, D51 3� 16 M8-.2
Minimum is $2000.
MINIMUM BOPID* AMOUNT
REQUIRED FOR%RECORDING OR
TEMPORARY WCUPANCY AT
SUBSTANTIAL COMPLETION ***
x 0.30 $ 48, 020.5
Minimum is:,$2000.
PUBLIC ROAD & DRAINAGE
MAINTENANCE/DEFECT BOND*
(B+C) x
0-25 = $ 6,878.8
Minimum is $2000.
Date:
* NOTE: The word "band" as used in this docurorent means a financial guarantee acceptable to King County.
** NOTE: KCC 27A aL4thorizes right of Way and sate restoration bonds to be combined when both are required.
The restorabion 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 sedharios not just minimum requirements. For example, if a salmonid stream may,loe 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: Pei: KCC 27A, total bond amounts remaining after reduetion shall not be less than 30% of the original amount (T) or as, revised by major design changes.
REQUIRED BOND* AMOUNTS ARE SUBJE QT TO REVIEW AND MODIFICATION BY KING COUNTY
Page 9 of 9 Unit prices updated: 03/02(2015
Check out the DDT Web site at www.kin_gcounty.gov/permits Version: 03/02/2015
Bond Quantities Worksheet.xlsx Report Date: 3/29/2019