314 5TH AVE S.PDF� III 1 11 11111111
5179
314 5TH AVE S
Water Service Drawing I
The City of Edmonds EASEMENT NO . ............................................
NEW CONSTRUCTION R REPAIRS R LID NO . .................. . ASMT. NO . ..................
IT NO-q��q��kl
OWNER.............. ... .. ............................................................. CONTRACTOR .................................................................................... PERM
......................... AL DESCRIPTION: LOT,.NO . ...................................... BLOCK NO . ..................................
JOB ADDRESS ....... ........ ...... . ........ 5 ............. LEG
..............................................................................................................................................................
I
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NOTICE: 00 VARRAM OF AMMU. TM L*MdOn dmwn 'On 90
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od conWtsnts. The My of E&MU 4= nd W&Md tW &WMq If
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should cmduct an Wepiderd htqft leguft go MMWOR Ihm 49
63 UWA M&ft bd Rd IMW ft 00 10CdOn Of MY WM 06 dOft
Such sew oh& may or may nd odd ar4 mq of MAY W Odd At 00
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WAV-0001-1 1175 (REV.! 1178)
NAMEOF ADDITION ..: ............................................................................................ .......................
- —11 !! I 11�� $11 ljj:�� , 111,11", : Zi i: 7
No.
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App-oved:
DATE......... ... . ............ B, ...............................
Site Improvement Bond Quantity Worksheet S15 Webdate: 02/22/2013
La King County
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 TrY Relay 711
Project Name: Date:
Location: Project No.:
Activity No.:
Clearing greater than or equal to 5,000 board feet of timber?
yes
If yes,
Forest Practice Permit Number:
(RCW 76.09)
Rv-e-
Page 1 of 9
Site Improvement Bond Quanity Worksheet.xls
1001
17- Z-, —7 /
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.
--r
- Ose" = A
S4el r4ovJ -*
es- yo
r!
Unit prices updated: 02/12/02
Version: 11/26/2008
Report Date: 3/26/2014
Site Improvement Bond Quantity Worksheet S15 Webdate: 02/22/2013
Reference #
Unit
Price
Unit
Quantity
# of
Applications
Cost
EROSION/SEDIMENT CONTROL
Number
Backfill & compaction -embankment
ESCA
$ 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
Fence, Temporary (NGPE)
ESC-7
$ 1.38
LF
Hydroseeding
ESC-8
SWIDM 5.4.2.4
$ 0.59
SY
40 2—
Jute Mesh
ESC-9
SWDM 5.4.2.2
$ 1.45
SY
Mulch, by hand, straw, 3" deep
ESCA 0
SWDM 5.4.2.1
$ 2.01
SY
Mulch, by machine, straw, 2" deep
ESCA I
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
ESCA 5
SWDM 5.4.2.3
$ 2.30
SY
Rip Rap, machine placed; slopes
ESCA 6
WSIDOT 9-13.1(2)
$ 39.08
CY
Rock Construction Entrance, 50'xl5'xl'
ESCA 7
SWDM 5.4.4.1
$ 1,464.34
Each
Rock Construction Entrance, 1 00'xl 5'xl'
ESCA 8
SWIDM 5.4.4.1
$ 2,928.68
Each
Sediment pond riser assembly
ESCA 9
SWDM 5.4.5.2
$ 1,949.38
Each
Sediment trap, 5' high berm
ESC-20
SWIDM 5.4.5.1
$ 17.91
LF
Sed. trap, 5' high, riprapped spillway berm section
ESC-21
SWIDM 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 Dacie 91
Each
ESC SUBTOTAL:
30% CONTINGENCY & MOBILIZATION:
ESC TOTAL:
COLUMN:
Page 2 of 9
Site Improvement Bond Quanity Worksheet.xis
Unit prices updated: 02/12/02
Version: 11/26/2008
Report Date: 3/26/2014
Site Improvement Bond Quantity Worksheet
Web date: 12/02/2008
Existing
Right -of -Way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Quantity Completed
(Bond Reduction)*
Quant.
Completel
Cost
T-
Unit Price
Unit
QuantT.
Cost
Quant.
Cost
Quant.
T Cost
GENERAL ITEMS
No.
Backfill & Compaction- embankment
G1 - 1
$ 5.62
CY
Backfill & Compaction- trench
G1 - 2
$ 8.53
CY
Clear/Remove Brush, by hand
G1 - 3
$ 0.36
SY
Clearinq/Grubbing/Tree Removal
G1 - 4
$ 8,876.16
Acre
Excavation - bulk
G1 - 5
$ 1.50
CY
Excavation - Trench
G1 - 6
$ 4.06
CY
Fencing, cedar, 6'high
G1-7
$ 18.55
LF
Fencing, chain link, vinyl coated, 6'high
G1 - 8
$ 13.44
LF
Alow, 60
Fencinq, chain link, gate, vinyl coated, Z
G1 - 9
$ 1,271.81
Each
Fencing, split rail, Thigh
G1 - 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
G1 - 14
$ 54.31
SY
Gabion, 18" deep, stone filled mesh
G1 - 15
$ 74.85
SY
Gabion, 36" deep, stone filled mesh
G1 - 161
$ 132.48
SY
Grading, fine, by hand
G1 - 17
$ 2.02
SY
Grading, fine, with grader
G1 - 18
$ 0.95
SY
Monuments, 3' long
G1 - 19
$ 135.13
Each
Sensitive Areas Sign
G1 - 20
$ 2.88
Each
Sodding, 1 "deep, sloped ground
G1 - 21
$ 7.46
SY
Surveying, line & grade
G1 - 221
$ 788.26
Day
Surveying, lot location/lines
G1 - 231
$ 1,556,64
Acre
Traffic control crew ( 2 flaggers
G1 - 24
$ 85.18
HR
Trail, 4" chipped wood
G1 - 25
$ 7.59
SY
Trail, 4" crushed cinder
G1 - 26
$ 8.33
SY
Trail, 4" top course
G1 - 27
$ 8.19
SY
Wall, retaining, concrete
G1 - 28
$ 44.16
SF
lWall, rockery JGI
- 291
$ 9.49
SF
Page 3 of 9
SUBTOTAL
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
Site Improvement Bond Quanity Worksheet.xls Report Date: 3/26/2014
Site Improvement Bond Quantity Worksheet
Web date: 12/02/2008
Existing
Right-of-way
I
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant. I
Comnlate�
Cost
Unit Price
Unit
Quant. Cost
Quant. Cost
Quant. Cost
ROADIMPROVEMENT
No.
AC Grinding, 4'wide machine< 1000sy
RI-1
$ 28.00
SY
AC Grinding, 4'wide machine 1000-200(
Rl - 2
$ 15.00
SY
AC Grinding, 4'wide machine > 2000sy
RI - 3
$ 7.00
SY
AC Removal/Disposal/Repair
RI - 4
$ 67.50
SY
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
016 0
Curb and Gutter, demolition and disposa
RI - 9
$ 18.00
LF
Curb, extruded asphalt
RI - 101
$ 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 price )
RI - 15
$ -
SY
Shoulder, gravel, 4" thick
Rl - 161
$ 15.00
SY
Sidewalk, 4" thick
R1 - 17
$ 35.00
SY
Sidewalk, 4" thick, demolition and dispos
RI - 18
$ 29.50
SY
Sidewalk, 5" thick
Rl - 19
$ 38.50
SY
Sidewalk, 5" thick, demolition and dispos
Rl - 20
$ 37.50
SY
Sign, handicap
RI - 21
$ 85.28
Each
Striping, per stall
RI - 221
$ 5.82
Each
Striping, thermoplastic, ( for crosswalk
RI - 231
$ 2.38
1 SF
Striping, 4" reflectorized line
RI - 241
$ 0.25
1 LF
I
Page 4 of 9
SUBTOTAL IWI - 50
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
Site Improvement Bond Quanity Worksheet.xis Report Date: 3/26/2014
Site Improvement Bond Quantity Worksheet
Web date: 12/02/2008
Existing
Right-of-way
T
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
compietel
Cost
Unit Price
Unit
Quant. Cost
Quant. I Cost
Quant. T-Cost
ROAD SURFACING (4" Rock = 2.5 base & 1.5" top course� For'93 KCRS 6.5" Rock= 5" base & 1.5" top course)
For KCRS'93, (additional 2.5" base) add
RS - 1
$ 3.60
SY
AC Overlay, 1.5" AC
RS-2
$ 11.25
SY
AC Oveday, 2" AC
RS-3
$ 15.00
SY
AC Road, 2", 4" rock, First 2500 SY
RS-4
$ 21.00
SY
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 SY
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 Q
$ 33.10
SY
AC Road, 6", Qty. Over 2500 SY
RS - 111
$ 3000
SY
Asphalt Treated Base, 4" thick
RS - 1
$ 2000
SY
Gravel Road, 4" rock, First 2500 SY
RS - 1
$ 15.00
SY
Gravel Road, 4" rock, Qty. over 2500 SY
RS - 14
$ 8.50
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 - 1A
$ 8.60
LF
Page 5 of 9
SUBTOTAL
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version.- 11/26/08
Site Improvement Bond Quanity Worksheet.xis Report Date: 3/26/2014
Site Improvement Bond Quantity Worksheet
Web date: 12/02/2008
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant
Completel
Cost
Unit Price
Unit
------ Cost
Quant.
Quant. Cost
Quant. I Cost
DRAINAGE (CPP Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Av rage of 4'cover was assumed. Ass me perforated PVC is same price as solid pipe.
Access Road, R/D
D - 1
1 $ 21.00-1
SY-1
Bollards - fixed
D-2
1 $ 240.74-1
Each
Bollards - removable
D-3
$ 452.34
1 Each
* (CBs include frame and lid)
CB Type I
D-4
$ 1,257.64
Each
CB Type IL
D-5
$ 1,433.59
Each
CB Type 11, 48" diameter
D-6
$ 2,033.57
Each
for additional depth over 4'
D-7
$ 436.52
FT
CB Type 11, 54" diameter
D-8
$ 2,192.54
Each
for additional depth over 4'
D-9
$ 486.53
FT
CB Type 11, 60" diameter
D-101
$ 2,351.52
Each
for additional depth over 4'
D - 11
$ 536.54
FT
CB Type 11, 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 - 161
$ 174.90
Each
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 - 221
$ 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 - 281
$ 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
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
Site Improvement Bond Quanity Worksheet.xis Report Date: 3/26/2014
Site Improvement Bond Quantity Worksheet
Web date: 12/02/2008
DRAINAGE CONTINUED
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
Completel
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 - 371
$ 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 - 431
$ 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 - 491
$ 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 - 551
$ 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 - 611
$ 211.97
1 Each
Trash Rack, 15"
D - 621
$ 237.27
Each
ITrash Rack, 18"
D - 63
$ 268.89
Each
ITrash Rack, 21"
D - 641
$ 30 .84
Each
Page 7 of 9
SUBTOTAL
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
Site Improvement Bond Quanity Worksheet.xls Report Date: 3126/2014
Site Improvement Bond Quantity Worksheet
Web date: 12/02/2008
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
Complete
Cost
T
Unit Price
Unit
_Q`ua_nt_F 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 cour
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 by Franchise Utility's Cost Statement
Utility Pole(s) Relocation
Lump Sum
Street Light Poles w/Luminaires
I UP-21
Each
I
I
WRITE -IN -ITEMS
(Such as detention/water quality vaults.)
No.
WI - 1
Each
WI -2
SY
WI - 3
CY
WI -4
LF
WI - 51
FT
WI - 6
1
Wl - 7
Wl - 8
wl - 9
wl - 10
SUBTOTAL
SUBTOTAL (SUM ALL PAGES):
30% CONTINGENCY & MOBILIZATION:
GRANDTOTAL:
COLUMN:
B
Page 8 of 9
D E
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
Site Improvement Bond Quanity Worksheet.xis Report Date: 3/26/2014
OV EDV
0
TP
CITY OF EDMON
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: APPROVED ENG20130227
Permit Number: ENG20130227
Address of Public Use/Encroachment: 314 5TH AVE S. EDMONDS
ARBO LLC
320 5TH AVE S
EDMONDS, WA 98020-3401
architectural marque extending over sidewalk (originally permitted 2002)
STREET USE. Placement of any temporary or movable objects in any portion ofpublic space or City right-of-way shall
meet all code requirements as setforth in thefollowing chapters of the Edmonds Community Development Code.
ENCROACHMENT. Permanent structures encroaching upon any portion ofpublic space, City right-of-way or
easement area shall meet all Code Requirements as setforth in thefollowing chapter of the Edmonds Community
Development Code.
CODE APPLICATION. Chapter 18.70,17.65, and 17.70.040 of the Edmonds Community Development Code. All terms
of the adopted ordinance are incorporated herein as if setforth in full and this permit therefore is subject to the terms of
those chapters.
FOR THE TERM IN WHICH THIS PUBLIC USEIENCROA CHMENT IS IN EFFECT, THE 0 KNER SHA LL COMPL Y WITH
THE PERMIT CONDITIONS SET FOR TH B Y THIS PERMIT
NOTE. The issuance of this permit is understood by the owner to be of a temporary nature, shall vest no permanent right
and shall be issued and may in any case be revoked at the sole discretion of the City per ECDC 18.70.040. Applicant is
responsible to provide a copy of the insurance certificate to the City at the beginning of each calendar year, no later
than the 21st day of January.
INDEMNITY. The Applicant understands and agrees to hold the City of Edmonds harmlessftoin any injuries, damages
or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or the
City ofEdmonds, or any of its departments or employees, including but not limited to the defense of any legal
proceedings including defense costs, court cost, and attorneyfees by reason ofgranting this permiL In addition, the
applicant understands that helshe shall provide and continually maintain during the term of the permit a ceritificate of
insurance naming the city as an additional insured, with respect to liability, andproviding that it shall be primary as to
any otherpolicy of insurance.
THIS APPLICATION IS NOT A PERNHT UNTIL SIGNED BY THE CITY ENGINEER OR HISMER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOwLEDGED IN
el -I SPACE PROVIDED.
RELEASED BY
Printed: Wednesday. ADril 17. 2013
107-1190
F-] FILE COPY F--] INSPECTOR COPY [—] APPLICANT COPY
STATUS: APPROVED
ENG20130227
The proposal will not adversely impact public space open to vehicular or pedestrian travel.
Architectural Design Board Approval has been granted or the process has been administratively
approved.
The proposal will not unreasonably interfere with the rights of the public.
The proposal either benefits the public interest, safety or convenience (e.g., supports or protects the city
street) or is an accessory structure such as fence normally associated with residential use of the property
as fully complies with the requirements of criteria above.
• Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per
City standards that is caused by or occurs during the permitted project.
• Sound/Noise originating from temporary construction sites as a result of construction activity are exempt
from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00prn on weekdays and
I 0:00arn and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the
noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30,
unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify
defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from
any and all claims for damages of whatever nature, arising directly or indirectly from the issuance fa this
permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any
City ordinance not limit in any way the City's ability to ehforce any ordinance provision.
0 None