HomeMy WebLinkAbout15-103943City of Federal Way
Community & Econ. Dev. Services
33325 8th Ave S
Federal Way, WA 98003
Ph: (253) 835-2607 Fax: (253) 835-2609
Building - Single Family
Permit #: 15 -103943 -00 -SF
r
Project Name: JONASSON
Project Address: 4346 SW 30717H ST
Inspection Request Line: (253) 835-3050
Parcel Number: 112103 9030
Project Description: ADD - Construction of a new retaining wall at the crest of the slide- 24" diameter soldier
piles, 6 foot centers and 60 feet deep.
Owner
ARplicant
Contractor
Lender
CARL F JONASSON
CARL F JONASSON
KULCHIN FOUNDATION
OWNER IS LENDER
4346 SW 307TH ST
4346 SW 307TH ST
DRILLING CO
FEDERAL WAY WA 98023-2127
FEDERAL WAY WA 98023-2127
KULCHFD995QB (11/9/17)
PO BOX 99667
LAKEWOOD WA 98496
Census Category: 434 - Residential alt/add - no change in number of units
Includes: #1 #2 #3 #4
Occupancy Class:
Construction Type:
Occupancy Load
Floor Areas . ft. 0 0 0 0
Additional Permit Information
New / Additional Sq. Feet - I st Floor .................... 0 New / Additional Sq. Feet - 2nd Floor ................... 0
New / Additional Sq. Feet - 3rd Floor....................0 New / Additional Sq. Feet - Basement .................. 0
New / Additional Sq. Feet - Deck..........................0 New / Additional Sq. Feet - Garage ....................... 0
Mechanical to be Included?...................................No New / Additional Sq. Feet - Other .......................... 0
Plumbing to be Included?.......................................No New / Additional Sq. Feet - Total.......................... 0
No Fixtures Associated With This Permit It
CONDITIONS:
1.In the event that any ground -disturbing activities or other project activities related to this development
uncovers protected cultural material (e.g., bones, shell, antler, horn, or stone tools) the attached Inadvertent
Archaeological and Historic Resources Discovery Plan must be implemented.
2.PanGEO must be on site during construction to monitor slope stability conditions and confirm construction
activities do not adversely affect site stability.
3.A letter, prepared by'PanGEO, verifying construction of the wall is in compliance with recommendations of
the geotechnical report must he submitted no later than 30 days after the walls have been finalled.
4.An as -built survey of the retaining wall is required after the wall is constructed This will provide baseline
data for monitoring any long-term movement of the wall.
5.At the time that additional timber lagging and/or additional tiebacks are required, based on the
pre -determined height established on sheet SS40 of the submitted plans, please contact the Planning
Department to inform them of the construction work that is to occur and to obtain permit approval.
rI
PERMIT EXPIRES Wednesday, April 13, 2016
Permit ]Issued on Friday, October 16, 2015
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington
andpe City of Federal Way.
Owner or agent: w
0
CITY OF
Federal Way
PERMIT #:
THIS CARD IS TO REMAIN ON-SITE
Construction Inspection Record
INSPECTION REQUESTS: (253) 835-3050
16 -103943 -00 -SF Address: 4346 SW 307TH ST
Project: CARL F JONASSON FEDERAL WAY, WA 98023-2127
Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD, Inspections are listed as close to sequential order as
possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your
inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card.
0
SWM Precon Site Mtg (4400)Initial
❑
Erosion Control (4365)
Final Electrical
Footings/Setback (4110)
Approved
By
To be done prior to breaking ground
Approved to place concrete
By
Date
By
Date
By
Date
0
Foundation Wall (4115)
❑
Drainage/Downspout (4040)
Final Electrical
0
Slab/Concrete Floor (4255)
By
Approved to place concrete
Approved to backfill
Date
Approved to place concrete
By
Date
By
Date
By
Date
0
Underfloor Framing (4285)
0
Floor Sheathing (4105)Shear
Walls (4245)
Approved to sheath floor
Approved to install flooring
Approved to install siding
By
Date
By
Date
By
Date
❑
Roof Sheathing (4220)
0
Fire/Draft Stops (4095)Interim
Erosion Control (4370)
Approved to install roofing
Approved
Approved
By
Date
By
Date
By
Date
0
0
Framing (4120)
Prior to scheduling a Framing inspection;
Insulation (4150)
Electrical, Plumbing & Mechanical Rough -in and
Approved to insulate
Approved to install wallboard
Fire/Draft Stop inspections must be signed -off and
IBC 109.3.4
By
Date
By
Date
approved.
❑
0 Gypsum Wallboard Nailing (4130)
0
Final Erosion Control (4375)
Final - Building (4050)
Approved to install mud & tape
Approved
Approved
By
Date
By
Date
By
^ /
A/j Date
Rough Electrical
Approved
1:1Approved
Final Electrical
Right of Way
Approved
By
Date
By
Date
By
Date
CONTACTOR CHANGE tPPLICATION
CMC*'A RECEIVED
Federal Way
SUITE/UNIT r
PROJECT VALUATION
$ 521,000
ZONING
ASSESSOR'S TAR/PARCEL M 2
it Z - t q J
O (�
TYPE OF PERMIT
1 5
1 0 3 9
5
0
S
F
1 5
1 0 3 9
4
7
S
F
1
9
4
4
S
F
PERmT NumBE 1 5
- 1 0 3 9
4
3-
S
F
JAN 13 2016
CITY OF FEDERAL WNnuary 11, 2016
TAttWSDA'M
SITE ADDRESS 4346 SW 307th St, Federal Way, WA 98023
SUITE/UNIT r
PROJECT VALUATION
$ 521,000
ZONING
ASSESSOR'S TAR/PARCEL M 2
it Z - t q J
O (�
TYPE OF PERMIT
❑ BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION
NAME OF PROJECT
Dumas Bay West Homeowners Slide Repairs J ON C
Construct soldier pile walls across 4 roe crests permit
PROJECT DESCRIPTION
numbers above. The walls consist of 50 foot and 60 foot long steel
Detailed description of work to
H -piles, encased in lean concrete, some with lagging and tiebacks.
be included on this permit only
NAME
PRIMARY PRONE
Jonasson, Reagan, Ansari and Donovan
206-963-1718
PROPERTY OWNERyXAD,
` 307th St
carlJonasson Comcast.
CITY Federal Way
z
1 WA
98023
NAME Kulchin Foundation Drilling Company
PHONE 888-4284
NIAILCONTRACTOR �PO Box 99667 DREW
pete@kulchin.com
CITY Lakewood
V1� 1E
ZIP 98496
FAX
253-888-4283
WA STATE CONTRACTOR'S LICENSE r
KULCHFD995QB
EXPIRATION DATE
11 09 17
FEDERAL WAY BUSINZSS LICENSE r
Applied & paid for 1/04/1
NAME Carl Jonasson
F PHONE
06 963-1718
N[A 4346 SW 307th St
I�
APPLICANT
CITY
Federal Way
STATE
W/q
ZIP
98023
FAX
NAME
PRIMARY PHONIC
PROJECT CONTACT
Carl Jonasson
206-963-1718
MAILING ADDRESS
4346 SW 307th St
WMAD'
carl.ionasson Comcast.
(The individual to receive and
respond to all correspondence
CITY
Federal Way
STATE
WA
ZIP
98023
FAX
concerning this application)
PROJECT FINANCING
NAME
IgI OWNER -FINANCED
When value is $5, 000 or more
MAILING ADDRESS, CITY, STATE, ZIP
PRONE
(RCW 19.27.095)
I certify under penalty of perjury that I am the property owner or authorised agent of the property owner. I certify that to the best
of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with
all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the
issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating
construction or environmental laws.
I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in
the investigation and defense of such ciaimf, which may be made by any person, including the undersigned, and filed against the city,
but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the
information supplied to the city as a part of this application.
January 12, 2016
SIGNATURE: DATE
PRINT NAME: Carl Jonasson
Bulletin #100 — December 29, 2015 Pagel of 3 k:\Handouts\Pennit Application
let
et
let
0 •
VALUE OF MECHANICAL WORK
MECHANICAL PERMIT $ N/A
Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing fmtures to remain.
AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER (Describe)
AIR CONDITIONER FIREPLACE INSERTS HOODS (c-miai(
BOILERS FURNACES HOT WATER TANKS
COMPRESSORS GAS LOG SETS REFRIGERATION SYST
DUCTING GAS PIPING WOODSTOVES
GENERAL INFORMATION
CRITICAL AREAS ON PROPERTY?
WATER PURVEYOR
VALUE OF PLUMBING WORK
PLUMBING PERMIT
Geologically hazardous
Tacoma Water
Lakehaven
N/A
r
# of
Additional Information
$ N/A
EXISTING/PREVIOUS USE
Indicate how many of each type offixture
to be installed or relocated as
part of this project. Do not include existing
res to remain.
BATHTUBS (or7Lb/shower combo)
LAVS piandSinks)
TOILETS
WATER PIPING
DISHWASHERS
RAINWATER SYSTEMS
URINALS
OTHER (Describe)
DRAINS
SHOWERS
VACUUM BREAKERS
DRINKING FOUNTAINS
SINKS (ximhen/Utility(
WATER HEATERS (mectric(
ADDITION
HOSE BIBBS
SUMPS
WASHING MACHINES
TOTAL FIRTURES
GENERAL INFORMATION
CRITICAL AREAS ON PROPERTY?
WATER PURVEYOR
SEWER PURVEYOR
VALUE OF EXISTING IMPROVEMENTS
Geologically hazardous
Tacoma Water
Lakehaven
N/A
r
# of
Additional Information
EXISTING/PREVIOUS USE
LOT SIZE ft Sq- Feet)
ffi8TOG FIRE SPRDIELER SYSTEM?
PROPOSED FIRS SUPPRNMON 8Y8TS�l?
N/A
N/A
N/A ❑ Yes ❑ No
N/A ❑ Yes ❑ No
COMMERCIAL — NEW/ADDITION
AREA DESCRIPTION
Area in
Occupancy Groups)
Construction
# of
Additional Information
Square Feet
Stories
ANEW BUN DINO:.
/hy.;
ADDITION
COMMERCIAL — REMODEL/TENANT IMPROVEMENTS
AREA DESCRIPTION
Area in
OccupancyGrou s
Construction
# of
Additional Information
Square Feet1
Type
Stories
TOTAL BUILDING
TENANT AREA ONLY
Bulletin #100 — December 29, 2015 Page 2 of 3 k:\Handouts\Permit Application
Pearson Drilling, Inc. 0
2700 West Commodore Way #202
Seattle INA 98199
Office 425-672-4826
Fax 425-672-4827
Attn: Carl Jonasson
Dumas Bay West Homeowners
Dumas Bay #035-15
Concrete Submittal Package 00603-2
Please find the attached mix design data consisting of 8 pages.
All drilled shafts to be filled per SS1.0 00600 — Materials
'Lean Mix Concrete 1.5 sack mix'
Thank you,
Ie,
i n Rc n ?A7
Pearson Drilling, Inc.
MBE/DBE contractor
0 Suite 202; 2700 West Commodore Way
Seattle, WA 98199
425.672.4826 425.672.4827
www.PearsonDrillinginc.com
SH 19819 67"' Ave NE
Arlington, WA 98223
0
63
5900 W Marginal Way So.
CALPORTLAND"Seattle, WA 98106
PM 206 764-3075
Certificate of Analysis H4 20o 764-7176
Source: Ssangyong, So Korea
We hearby certify that CalPortland (1-ot # 15-279) 'fypc I/11 l.,ow Alkali cement meets the standard requirements of
ASTM C 150 for °l'ype I and Type It low alkali
cement. Additionally Cail'ortland Type 1.111 I.,ow Alkali cement meets
the requirements of AASI ITQ M-85 for Type I
cement. Fallowing are the chemical and physical testing results of this
cement.
ASTM C-150 requirements
Chemical Requirements
Additional
Lot# 15-279 Oak I Larbour
Type I
Type 1.1
Results
Data
Requirements
Requirements
Limestone
Silicon dioxide. (Si02)
---
--.
20.4
7.4
Aluminum oxide (A1203), max. %
---
6.0
4,8
2.6
Ferric oxide (Fc203), max. % (Note 1)
-
6.0
3.2
1.2
Calcium Oxide (CaO)
---
---
63,4
47.1
Magnesium oxide: (MgO), max. %
6.0
6.0
2.6
2.9
Sulfur trioxide (S03), max. %p
3.0
3.0
2.8
0.0
Loss on ignition, max. %
3.0
3.0
1.6
Insoluble residue, max. %
0.75
0.75
0.28
Base
Alkalies (Na20 +-0.658 K20), max. %
0.60
0.60
0,50
Cement
Tricalcium silicate (C3S) %
---
-•-
55
57
Dicalcium Silicate (C2S) %
_.
_..
16
17
Tricfticiutn aluminate (C3A), max. %u
__
8
7
7
Tetracalcium aluminoferrite,(C'4AI-') %
---
---
10
10
11/oCO2
---
_-_
1.2
%CaCO3 in limestone min.
70
70
86
%L.imestone max.
5.0
5'.0
3,3
Physical Requirements
Air content of mortar, max. %
12
12
6
Passing 45 um (it325) sieve %
---
---
97
Blaine Fineness, min m`/kg
260
260
410
Autoclave expansion, max. %
0.80
0.80
0.01
Compressive strength psi, Mpa, min,
I 1)av psi
---
---
2245
psi
Mpa
---
---
15.5
Mpa
3 Day psi
1740
1450
4045
psi
Mpa
12
10
27,9
Mpa
7 Day psi
2760
2470
54.10
psi
Mpa
19
17
37.3
Mpa
28 Day psi
-------------
-------------
10/26
psi
Mpa
---__-_--__-
-------------
4VAL.U1 !
Mpa
Vicat set in minutes
45 to 375
45 to 375
140
,+tate l: ASTM C 1$0, Table 1, Nota 13, nines not apply wheat lltc optional ynlfatc resistance litnit in Table 4 is specified
Date October 21, 2015
Dircctor of Technic Services
Pacilic NW and Canada Cement Division
JEAFARG E Cement Test Report
CEMENT
Reference Cement
Fineness by Air Permeability
404
(m2/kg; ASTM C204)
Fineness by Air Permeability
Fineness by 45 Nm (No. 325) Sieve
2.6
(% retain; ASTM C430)
Compressive Strength
Fineness by 45 pm (No. 325) Sieve
(ASTM 0109/C109 M)
psi
7 -day
4,850
28 -day
5,750
Actual Max Limit
Total Alkalies (Na2O + 0.658 K2O) 0.85 0.9
(%, ASTM C114)
Silica Dioxide (SiO2; ASTM C114)
Ferric Oxide (Fe2O3, ASTM C114)
Aluminum Oxide (Al2O3; ASTM C114)
Calcium Oxide (CaO; ASTM C114)
Sulfur Trioxide (SO3; ASTM C114)
Magnesium Oxide (MgO; ASTM C114)
Potassium Oxide (K2O; ASTM C114)
Titanium Oxide (TiO2, ASTM C114)
Loss on Ignition (L.O.I.; ASTM C114)
Inorganic Process Addition
30.5
0.6
13.4
42.6
4
4.8
0.3
0.6
1.0
6
Mill Test Report Number: SEA_NEWCEM_JULY15
YEAR: 2015
MONTH: AUGUST
PLANT: Seattle
CEMENT TYPE: Grade 100 NewCem
The ground granulated blast furnace slag complies with the current specification of the chemical physical requirement of ASTM C-989, AASHTO
M-302 for grade 100 Ground Granulated Blast Furace Slag (GGBFS) and and CSA A3001 Slag.
Slag source is JFE Mineral Company in Kurashiki City, Japan. NewCem is ground and manufactured in Seattle, WA.
Certified by:
Daniel Waldron
Quality Control Laboratory Supervisor
August 14, 2015
Sia
Fineness by Air Permeability
430
(ml/kg; ASTM C204)
Fineness by 45 pm (No. 325) Sieve
3.6
(% retain; ASTM C430)
Compressive Strength
SAI Limit
(ASTM C109/C109 M)
psi
SAI Min
7 -day
4,320
86 75
28 -day
6,550
114 95
Specific Gravity
2.87
(Mg/m3; ASTM C188)
Actual
Max Limit
Air Content of Mortar
3.2
12
(%, ASTM C185)
Sulfide Sulfur
0.66
2.5
(% S, ASTM C114)
Sulfate Ion
2.4
4
(% as SO3, ASTM C114)
Autoclave expansion
-0.002
0.5
(%, CSA A3004-65)
The ground granulated blast furnace slag complies with the current specification of the chemical physical requirement of ASTM C-989, AASHTO
M-302 for grade 100 Ground Granulated Blast Furace Slag (GGBFS) and and CSA A3001 Slag.
Slag source is JFE Mineral Company in Kurashiki City, Japan. NewCem is ground and manufactured in Seattle, WA.
Certified by:
Daniel Waldron
Quality Control Laboratory Supervisor
August 14, 2015
_.app. ns€
Date: 7/8/2015
Diego Coca
CalPortland
Seattle, WASHINGTON
Project Name: All
Product Selected: Daravair®1000
•
W.R. Grace
62 Whittemore Avenue
Cambridge, MA 02140-1692
T 617-876-1400
grace. com/construction
This is to certify that Daravair 1000, a Air Entraining Agent, as manufactured and
supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated
to comply with the Specifications for Chemical Admixtures for Concrete, ASTM:
C260, AASHTO: M154.
Daravair 1000 does not contain calcium chloride or chloride containing
compounds as a functional ingredient. Chloride ions may be present in trace
amounts contributed from the process water used in manufacturing.
G. Terry Harris
Manager of Technical Services, North America Concrete
0
TANK -CELL DATE CAST MIX # LAB #
63 2/19/2015 61578 L133
CALPORTL ` Plant: 282-291 Tester: Edixon
Customer: Project:
SLUMP
6"
AIR
UNIT WEIGHT
CONC TEMP
ABIENT
EMP
TIME
# CYLINDERS
6
DATE
AGE
DIMENSIONS
AREA
LOAD
PSI
NOTE
2/26/2015
7
4x8
12.56
7100
565
3/19/2015
28
4x8
12.56
13070
1041
3/19/2015
28
4x8
12.56
11400
908
3/19/2015
28
4x8.
12.56
11850
9.43
3/19/2015
28
4x8
12.56
12090
963_
3/19/2015
28
4x8
12.56
11880
946
Fineness Modulus 2.86
Source B-335
Absorption 2,10-,
% of Total Aggregate 100
Mix Design No. 61578
5475 East Marginal Way S.
Fax Plumbers:
_-
Seattle, iW.A 98134
•
Corporate (206) 764-3012
100
100.0
P.O. Bax 1730
100
Sales (206) 764-3014
11nch
100
Seattle, WA 98111
3/4 Inch
Credit (206) 764-3012
100.0
1/2 Inch
Telephone (206) 764-3000
100.0
Warehouse (206) 762-3077
764-7176
100
100.0
Technical Services (206) 764-3029
Cement Terminal (206)
Fineness Modulus 2.86
Source B-335
Absorption 2,10-,
% of Total Aggregate 100
Mix Design No. 61578
Building
Combined Gradation
Sand
21nch
100
100.0
1-1/2 Inch
100
100.0
11nch
100
100.0
3/4 Inch
100
100.0
1/2 Inch
100
100.0
3/81nch
100
100.0
No. 4
100
100.0
_ . No..8
86
86.0
65.0
No. 30
44
44.0
:No. 50
_ - 15. __
15.0
No. 100
4.4
4.4
Nn 9nn
1 F t
1 A
Fineness Modulus 2.86
Source B-335
Absorption 2,10-,
% of Total Aggregate 100
Cementitious Materials
Cement
GGBFS
Fine Aggregate
Building Sand-WSDOT Class 2 2 2425 14.66
Coarse Aggregate
. ,l
SPECIFIC POUNDS SATURATED ABSOLUTE
GRAVITY SURFACE DRY (SSDI VOLUME
50 0.25
500 2.77
Water (Maximum) 1.00 333 5.34
Entrapped/Entrained Air % +/-1.5% 15.0 4.05
3308 27.08
W/C+P Ratio = 0.61 Mix Design Density 122.16 SCM % 91 Target Slump (+/-1") 8
Additives Manufacturer Est. Dosage Range Notes:
Air Entrainment (ASTM C260) W.R. Grace 0.1 - 25 oz/cwt
5975 East Marginal Way S.
Fax Numbers:
Seattle, WA 36134 `
Corporate (206) 764-3012
P -C). Box 1739
Sales (206) 764-3014
Seattle, WA 98111
Credit (206) 764-3012
®!
_[" L
Telephone (206) 764-3009
Technical Services (206) 764-3029
Warehouse 12061762-3077
Cement Terminal (206) 7647176
Contractor:
Pearson Drilling
Mix Design No.
61578
Project:
Dumas Bay
Plant No.
250-255-272
Date:
October 27, 2015
Notes:
Cementitious Materials
Cement
GGBFS
Fine Aggregate
Building Sand-WSDOT Class 2 2 2425 14.66
Coarse Aggregate
. ,l
SPECIFIC POUNDS SATURATED ABSOLUTE
GRAVITY SURFACE DRY (SSDI VOLUME
50 0.25
500 2.77
Water (Maximum) 1.00 333 5.34
Entrapped/Entrained Air % +/-1.5% 15.0 4.05
3308 27.08
W/C+P Ratio = 0.61 Mix Design Density 122.16 SCM % 91 Target Slump (+/-1") 8
Additives Manufacturer Est. Dosage Range Notes:
Air Entrainment (ASTM C260) W.R. Grace 0.1 - 25 oz/cwt
2 Inch
1-1/2 Inch
1 Inch
3/4 Inch
1/2 Inch
3/8 Inch
No. 4
No. 8
No. 16
No. 30
No. 50
No. 100
No. 200
Fineness Modulus
Source
Absorption
% of Total Aggregate
Building
Sand
100
100
100
100
100
100
100
86
65
44
15
4.4
1.5
r�
Mix Design No
5975 East Marginal Way S.
Seattle, WA 98134
Pr O. Box 1730
Seattle, WA 88111
Telephone {206) 764-30GO
Technical Services {206) 7643029
61420A
Fax Numbers:
Corporate {206)764-3012
Sales (206)764-3014
Credit 1206)764-3012
Warehouse (206) 762-3077
Cement Terminal (206) 764-7176
Combined Gradatior
100.0
100.0
100.0
100.0
100.0
100.0
100.0
86.0
65.0
44.0
15.0
4.4
1.5
Cementitious Materials
Cement
GGBFS
Fine Aggregate.
Building Sand-WSDOT Class 2
Coarse Aggregate
SPECIFIC POUNDS SATURATED ABSOLUTE
GRAVITY SURFACE DRY (SSD) VOLUME
i
,.;PORTLAND"" ;F: "
0.74
2.22
14.06
Water (Maximum) 1.00 375 6.01
Entrapped/Entrained Air % +/-1.5% 15.0 4.05
3245 27.08
W/C+P Ratio = 0.69 Mix Design Density 119.85 SCM % 73 Target Slump (+/-1") 8
Additives Manufacturer Est. Dosage Range Notes:
Air Entrainment (ASTM C260) W.R. Grace 0.1 - 25 oz/cwt
5475 East Marginal Way S.
Fax Numbers:
Seattle, WA 98134
Corporate (206) 764-3012
p_CI_ Box 1730
Sales (2(36) 764-3014
Seattle, WA 88111
Credit (206) 764.3012
L;"O TL
Technical (206) sJ2D6)7
Technical Services {206) 764-3023
Te (206)762-3077
Cement Terminal (206) 764-7176
Cement
Contractor:
Pearson Drilling
Mix Design No.
61420A
Project:
Dumas Bay
Plant No.
250-255-272
Date:
October 27, 2015
Notes:
Cementitious Materials
Cement
GGBFS
Fine Aggregate.
Building Sand-WSDOT Class 2
Coarse Aggregate
SPECIFIC POUNDS SATURATED ABSOLUTE
GRAVITY SURFACE DRY (SSD) VOLUME
i
,.;PORTLAND"" ;F: "
0.74
2.22
14.06
Water (Maximum) 1.00 375 6.01
Entrapped/Entrained Air % +/-1.5% 15.0 4.05
3245 27.08
W/C+P Ratio = 0.69 Mix Design Density 119.85 SCM % 73 Target Slump (+/-1") 8
Additives Manufacturer Est. Dosage Range Notes:
Air Entrainment (ASTM C260) W.R. Grace 0.1 - 25 oz/cwt
•
E
DUMAS BAY WEST HOMEOWNERS
SLIDE AREA RETAINING WALL CONSTRUCTION
GROUND MOVEMENT MONITORING
MARKER
NAME
POINT
NUiMWR
MARKERTYPE
NORTHING-
.` �EASTING
ELEVATION
NORTHING �
1UN3INCE
�
RIGiNAL
AE SINtlE
FASTING �
ORIGINAL
ELEVATION
AR SINCE
[ORLOINAL
HOUSE MONITORING
JONASSON 10/5/2015
JONASSON 11/10/2015
11
607
1 BENCH TIE
123417.61 1254429.95
152.52
123417.61
-0.01
1254429.96 0.00
152.52 0.00
J2
606
ISNAP TIE
123412.06 1254447.03
151.76
123412.05
-0.01
1254447.04 0.00
151.77 0.01
J3
600
IBENCH TIE
123409.11 1254472.99
149.42
123409.11
0.00
1254473.00 0.01
149.42 0.00
PILE MONITORING
JONASSON 10/20/2015
J-03
638
TOP OF PILE
123461.93 1254416.22
150.26
J-07
639
TOP OF PILE
123464.51 1254439.74
149.36
J-13
640
TOP OF PILE
123461.41 1254476.06
148.46
HOUSE MONITORING
REAGAN 10/5/2015
REAGAN 11/13/2015
RI
601
SCRIBED "X"
123427.89 1254488.47
148.15
123427.88
-0.01 1
1254488.47 0.00
148.15 0.00
R2
602
SCRIBED "X"
123427.48 1254514.18
148.17
123427.48
0.00
1254514.19 0.01
148.17 -0.01
R3
608
BENCH TIE
123424.04 1254545.96
145.44
123424.03
1
0.00
1254545.95 0.00
145.43 -0.01
R4
603
HUB & TACK
123438.08 1254488.67
147.89
KNOCKED OUT DURING CONSTRUCTION
R5
604
HUB & TACK
123437.62 1254514.43
147.71
KNOCKED OUT DURING CONSTRUCTION
R6
605 JHUB&TACK
123433.02 1 1254546.83 1
144.64
123433.02
-0.01
1254546.83 0.01
144.64 0.00
PILE MONITORING
REAGAN 12/1/2015
R-04
667
TOP OF PILE
123460.23 1254498.71
147.61
HOUSE MONITORING
ANSARI 10/5/2015
ANSARI (NEW DATE 1)
Al
609
HOSE BIB
123411.59 1254579.13
131.08
A2
610
BENCH TIE
123420.21 1254619.86
130.03
A3
611 1
BENCH TIE
123408.03 1254646.89
129.62
HOUSE MONITORING
DONOVAN 10/6/2015
DONOVAN (NEW DATE 1)
D1
612
MAG NAIL
123364.31 1254906.23
104.57
D2
613
BENCH TIE
123373.04 1254946.38
104.60
D3
614
BENCH TIE
123378.33 1255003.89
104.30
EASTSIDE CONSULTANTS, INC.
PRINT DATE 12/2/2015 3:15 PM
PAGE 1 OF 5
•
•
DUMAS BAY WEST HOMEOWNERS
SLIDE AREA RETAINING WALL CONSTRUCTION
GROUND MOVEMENT MONITORING
MARKER
NAME
NORTHING
AN SINCE
ORIGINAL
FASTING
AE SINCE
ORIGINAL
ELEVATION
AEL SINCE
ORIGINAL
NORTHING
AN SINCEaE
ORIGINAL
EASTING
SINCE
ORIG AL
ELEVATIOhi
AEL SINCE
ORIGINAL
JONASSON 11/16/2015
JONASSON 11/24/2015
11
123417.60
-0.01
1254429.96 0.01
152.52
0.00
123417.60
-0.01
1254429.96 0.01
152.52
0.00
J2
123412.05
-0.01
1254447.07 0.03
151.77
0.01
123412.04
-0.02
1254447.07 0.04
151.76
0.00
J3
123409.10
-0.01
1254473.00 0.01
149.42
0.00
123409.10
-0.01
1254473.00 0.01
149.42
0.00
JONASSON 11/24/2015
J-03
123461.93
0.00
1254416.22 0.00
150.26
0.00
1-07
123464.52
0.00
1254439.74 0.00
149.36
0.01
J-13
123461.40
-0.01
1254476.05 -0.01
148.47
0.00
REAGAN 11/16/2015
REAGAN 11/19/2015
RI
123427.88
-0.01
1254488.48 0.01
148.15
0.00
123427.88
-0.01
1254488.48 0.01
148.15
0.00
R2
123427.47
0.00
1254514.19 0.01
148.17
0.00
123427.48
0.00
1254514.19 0.01
148.17
-0.01
R3
123424.03
0.00
1254545.96 0.00
145.43
-0.01
123424.03
0.00
1254545.96 0.01
145.42
-0.02
R4
KNOCKED OUT DURING CONSTRUCTION
KNOCKED OUT DURING CONSTRUCTION
R5
KNOCKED OUT DURING CONSTRUCTION
KNOCKED OUT DURING CONSTRUCTION
R6
123433.01
-0.01
1254546.84 0.02
144.64
0.00
123433.02
0.00
1254546.85 0.03
144.64
0.00
R-04
ANSARI (NEW DATE 2)
ANSARI (NEW DATE 3)
Al
A2
A3
DONOVAN (NEW DATE 2)
DONOVAN (NEW DATE 3)
D1
D2
D3
EASTSIDE CONSULTANTS, INC.
PRINT DATE 12/2/2015 3:15 PM
PAGE 2OF5
•
DUMAS BAY WEST HOMEOWNERS
SLIDE AREA RETAINING WALL CONSTRUCTION
GROUND MOVEMENT MONITORING
MARKER.
NAME
NORTHING
AN SINCE
ORIGINAL
EASTING
AE SINCE
ORIGINAL
ELEVATION
AEL SINCE
ORIGINAL
NORTHING
AN SINCE
ORIGINAL
IAE SINCE
FASTING
ORIGINAL
ELEVATION
AE L SINCE'
ORIGINAL
JONASSON 12/1/2015
JONASSON (NEW DATE 5)
11
123417.60
-0.01
1254429.96 0.01
152.52
0.00
12 1
123412.06
0.00
1254447.05 0.02
151.78
0.02
J3
123409.11
0.00
1254473.00 0.01
149.42
0.00
JONASSON 12/1/2015
J-03
123461.93
-0.01
1254416.22 0.00
150.25
0.00
J-07
123464.50
-0.02
1254439.74 0.00
149.35
-0.01
J-13
123461.42
0.02
1254476.07 0.01
148.47
0.00
REAGAN 11/20/2015
REAGAN 11/23/2015
R1
123427.89
0.00
1254488.48 0.01
148.15
0.00
123427.88
-0.01
1254488.48 0.01
148.15
0.00
R2
123427.48
0.00
1254514.18 0.00
148.17
0.00
123427.47
0.00
1254514.19 0.00
148.17
0.00
R3
123424.04
0.00
1254545.96 0.00
145.43
-0.01
123424.03
-0.01
1254545.96 0.00
145.43
-0.01
R4
KNOCKED OUT DURING CONSTRUCTION
KNOCKED OUT DURING CONSTRUCTION
R5
KNOCKED OUT DURING CONSTRUCTION
KNOCKED OUT DURING CONSTRUCTION
R6
123433.02
0.00
1254546.85 0.03
144.65
0.01
123433.02
-0.01
1254546.84 0.01
144.65
0.00
R-04
ANSARI (NEW DATE 4)
ANSARI (NEW DATE 5)
Al
A2
A3
DONOVAN (NEW DATE 4)
DONOVAN (NEW DATE 5)
D1
D2
D3
EASTSIDE CONSULTANTS, INC.
PRINT DATE 12/2/2015 3:15 PM
PAGE 3OF5
•
DUMAS BAY WEST HOMEOWNERS
SLIDE AREA RETAINING WALL CONSTRUCTION
GROUND MOVEMENT MONITORING
MARKERNORTHlIMIG
NAME
AN SINCE
ORIGINAL
AE SINCE
FASTING
ORIGINAL
ELEVATION'
AEL SINCE
ORIGINAL
NORTHING
AN SINCE
ORIGINAL
AE SINCE
FASTING
ORIGINAL
ELEVATION
AEL SINCE
ORIGINAL
JONASSON (NEW DATE 6)
JONASSON (NEW DATE 7)
J1
J2
J3
1-03
J-07
J-13
REAGAN 11/24/2015
REAGAN 11/25/2015
Rl
123427.89
0.00
1254488.49 0.02
148.15
0.00
123427.88
-0.01
1254488.48 0.01
148.15
0.00
R2
123427.47
0.00
1254514.19 0.01
148.17
0.00
123427.48
0.00
1254514.18 0.00
148.17
0.00
R3
123424.03
-0.01
1254545.96 0.01
145.43
-0.01
123424.04
0.00
1254545.97 0.01
145.44
0.00
R4
KNOCKED OUT DURING CONSTRUCTION
KNOCKED OUT DURING CONSTRUCTION
R5
KNOCKED OUT DURING CONSTRUCTION
KNOCKED OUT DURING CONSTRUCTION
R6
123433.01
-0.01
1254546.84 0.01
144.65
0.00
123433.02
-0.01
1254546.85 0.02
144.65
0.00
R-04
ANSARI (NEW DATE 6)
ANSARI (NEW DATE 7)
Al
A2
A3
DONOVAN (NEW DATE 6)
DONOVAN (NEW DATE 7)
D1
D2
D3
EASTSIDE CONSULTANTS, INC.
PRINT DATE 12/2/2015 3:15 PM
PAGE 4 OF 5
•
•
DUMAS BAY WEST HOMEOWNERS SLIDE AREA RETAINING WALL CONSTRUCTION GROUND MOVEMENT MONITORING
MARKER
NAME
NORTHING
AN SINCE
ORIGINAL
AE SINCE
FASTING
ORIGINAL
ELEVATION
AEL SINGE
ORIGINAL
NORTHING
AN SINCE,
[ORIGINAL
LIE SINCE]
FASTING
ORIGINAL
ELEVATI®N
_
AEL SINCF
1 ORIGINAL
JONASSON (NEW DATE 7)
JONASSON (NEW DATE 7)
J1
J2
J3
J-03
J-07
J-13
REAGAN 11/30/2015
REAGAN 12/1/2015
R1
123427.88
-0.01
1254488.48 0.01
148.15
0.00
123427.89
0.00
1254488.49 0.02
148.14
-0.01
R2
123427.47
-0.01
1254514.18 0.00
148.17
0.00
123427.48
0.00
1254514.18 0.00
148.17
-0.01
R3
123424.02
-0.01
1254545.96 0.00
145.43
-0.01
123424.03
0.00
1254545.97 0.01
145.43
-0.01
R4
KNOCKED OUT DURING CONSTRUCTION
KNOCKED OUT DURING CONSTRUCTION
-R5
KNOCKED OUT DURING CONSTRUCTION
KNOCKED OUT DURING CONSTRUCTION
R6
123433.01
-0.02
1254546.85 0.02
144.65
0.00
123433.02
-0.01
1254546.84 0.01
144.64
0.00
R-04
ANSARI (NEW DATE 7)
ANSARI (NEW DATE 7)
Al
A2
A3
DONOVAN (NEW DATE 7)
DONOVAN (NEW DATE 7)
D1
D2
D3
EASTSIDE CONSULTANTS, INC. PRINT DATE 12/2/2015 3AS PM
PAGE 50F5
0
0
r-bnGE@
/ R C O R O R A T R O
Geotechnical and Earth uake Engineering Consultants
3213 Eastlake Avenue E, Suite B
Project No.
Page No.
Seattle, WA 98102
15-117.200
1 of 2
Tel: (206) 262-0370 Fax: (206) 262-0374
Report No.
Dates / Day of Week
FR#01
Nov 5-6, 2015 / Thur - Fri
Project Name
Location or Address
Dumas Bay West
4346 S.W. 3071h Street
Jonasson Slope Remediation
Federal Way, Washington
Owner's Representative
Weather
Carl Jonasson
Permit No. 15 -103943 -00 -SF
Cloudy 50s
Client
General Contractor
PanGEO Field Rep.
Carl Jonasson I
Pearson Drilling, Inc. PDI
C.K. Mathis
PanGEO was on site on November 5`h and 6`h to observe installation of soldier piles for the permanent slope
stabilization along the west end of the property above the steep slope. The following summarizes our geotechnical
observations:
Soldier Pile Shoring Wall:
PanGEO observed the installation of drilled soldier piles this week. The project plans identify a total of
13 piles designated as J01 — J13 on the Jonasson property. This slope remediation is part of a larger
project that provides remediation for 4 homes in the vicinity of this property. The subcontractor
responsible for installing the drilled soldier piles is Pearson Drilling, Inc. (PDI). The drilling was
performed with a track -mounted hydraulic drill rig that was built by PDI. A Grove RT745 rubber -tire
crane was utilized for picking piles and providing support to the drill rig. Earthwork was performed with
a CAT 312 EL excavator and a mini -track excavator. The owner's surveyor provided hubs and offsets
for pile locations. The drilling for soldier piles was advanced with a 24 -inch diameter (26 -inch actual)
open -flight auger. PDI verified plumb on the auger by repeatedly placing a level on two sides of the
Kelly bar on the drill rig. The soils encountered consisted of dense to very dense brown sand with
occasional gravel beds to silty sand. The subsurface conditions appeared to be consistent with the design
assumptions as indicated in our geotechnical report. All drilled holes observed to date remained dry and
no caving or sloughing occurred in any of the excavations. PanGEO visually observed and taped the
bottom surfaces of the excavations with a weighted tape.
The steel beams for all pile locations to date were W 14X43 and were each 60' 2" in length. Piles
delivered to the site had corrosion protection applied to approximately the upper 33 feet of each pile.
Lean mix concrete (CalPortland mix design 1420) was placed in the excavations to approximately the
existing ground surface.
The contractor and homeowner requested a modification to the plans that would allow soldier piles
installed on the Jonasson property to be raised up to a maximum of 1 foot above plan tip elevation to
provide a more level back yard. PanGEO contacted the structural engineer by phone (CT Engineering —
Robert Thompson) and the homeowner sent an email requesting the modification to the project plans.
0
FIELD REPORT
The structural engineer approved the change in pile height for the Jonasson property in an email to the
property owner. Any changes to pile design at the other 3 properties will require additional
requests/approvals from the engineer.
Based on our observations, all drilled soldier piles installed this week were constructed in general
accordance with the approved plans and specifications. A summary of the as -built details of the soldier
piles is shown in Table 1, below.
Table 1: Summary of Jonasson Soldier Pile Construction to Date
Pile #
Date Installed
Plan Bottom
Elevation
feet
Actual Bottom
Elevation
feet
J-01
11/5/2015
90.0
89.8
J-02
11/6/2015
90.0
89.8
J-04
11/6/2015
89.7
89.8
Slope Stability:
The steep slope appears to be stable. No new tension cracks were observed.
Signed:
fr#O1_dumas bay_jonasson 11-5_6-15.doc Page 2 of 2 PanGEO, Inc.
0
0
r-bnGLW
�■ e o w w e w w r w e
Geotechnical and Earth uake Engineering Consultants
3213 Eastlake Avenue E, Suite B
Project No.
Page No.
Seattle, WA 98102
15-117.200
1 of 2
Tel: (206) 262-0370 Fax: (206) 262-0374
Report No.
Dates / Day of Week
FR#02
Nov 9-13, 2015 / Mon - Fri
Project Name
Location or Address
Dumas Bay West
4346 S.W. 307'h Street
Jonasson Slope Remediation
Federal Way, Washington
Owner's Representative
Weather
Carl Jonasson
Permit No. 15 -103943 -00 -SF
See Summary Below
Client
General Contractor
PanGEO Field Rep.
Carl Jonasson
Pearson Drilling, Inc. PD
C.K. Mathis
PanGEO was on site November 9th to 13`h to observe installation of soldier piles for the permanent slope
stabilization along the west end of the property above the steep slope. Heavy rain fell on site over the previous
weekend and again on Monday (11/9). Tuesday (11/10) and Wednesday (11/11) was partly cloudy with
temperatures in the 40s. Heavy rain returned on Thursday and Friday (11/12-13) with significant wind gusts
present throughout the afternoon Thursday and all day Friday. The following summarizes our geotechnical
observations:
Soldier Pile Shoring Wall:
PanGEO observed the installation of drilled soldier piles this week. The project plans identify a total of
13 piles designated as J01 — J13 on the Jonasson property. This slope remediation is part of a larger
project that provides remediation for 4 homes in the vicinity of this property. The subcontractor
responsible for installing the drilled soldier piles is Pearson Drilling, Inc. (PDI). The drilling was
performed with a track -mounted hydraulic drill rig that was built by PDI. A Grove RT745 rubber -tire
crane was utilized for picking piles and providing support to the drill rig. Earthwork was performed with
a CAT 312 EL excavator and a mini -track excavator. The owner's surveyor provided hubs and offsets
for pile locations. The drilling for soldier piles was advanced with a 24 -inch diameter (26 -inch actual)
open -flight auger. PDI verified plumb on the auger by repeatedly placing a level on two sides of the
Kelly bar on the drill rig. The soils encountered consisted of dense to very dense brown sand with
occasional gravel beds to silty sand. The subsurface conditions appeared to be consistent with the design
assumptions as indicated in our geotechnical report. All drilled holes observed to date remained dry and
no caving or sloughing occurred in any of the excavations. PanGEO visually observed and taped the
bottom surfaces of the excavations with a weighted tape.
The steel beams for all pile locations to date were W 14X43 and were each 60' 2" in length. Piles
delivered to the site had corrosion protection applied to approximately the upper 33 feet of each pile.
Lean mix concrete (CalPortland mix design 1420) was placed in the excavations to approximately the
existing ground surface.
The contractor and homeowner had requested a modification to the plans that would allow soldier piles
0
FIELD REPORT
installed on the Jonasson property to be raised up to a maximum of 1 foot above pian tip elevation to
provide a more level back yard. See a more detailed discussion of this modification to the plans in
PanGEO FR#01. The structural engineer approved the change in pile height for the Jonasson property in
an email to the property owner. Any changes to pile design at the other 3 properties will require
additional requests/approvals from the engineer.
Based on our observations, all drilled soldier piles installed this week were constructed in general
accordance with the approved plans and specifications. A summary of the as -built details of the soldier
piles is shown in Table 1, below.
Table 1: Summary of Jonasson Soldier Pile Construction to Date
Pile # Date Installed Plan Bottom Actual Bottom
Elevation Elevation'
feet feet
J-01 11/5/2015 90.0 89.8
J-02 11/6/2015 90.0 89.8
J-03 11/9/2015 90.0 89.8
J-04 11/6/2015 89.7 89.8
J-05 11/9/2015 89.7 89.8
J-06 11/10/2015 88.8 89.8
J-07 11/9/2015 88.1 89.1
J-08 11/10/2015 87.8 88.8
J-09 11/13/2015 87.4 88.4
J-10 11/11/2015 87.4 88.4
J-11 11/12/2015 87.4 88.4
J-12 11/13/2015 87.4 88.4
J-13 11/12/2015 87.5 88.4
1. Actual bottom elevations are based on measurements taken by contractor from offset hubs on site. Some elevations are
higher than plan elevation based on engineer (CT Engineering) approval to raise piles on Jonasson property up to 1 foot
above plan elevation. Actual pile lengths measured in field are 60' 2".
Slope Stability:
The steep slope appears to be stable. No new tension cracks were observed and no visual evidence of pile
movement was observed. PanGEO reviewed initial survey data on the Jonasson house which indicates minimal
movement within the range of typical survey scatter. The surveyors have to run control to the house from the main
road every time they perform a survey and that will likely introduce minimal scatter in the results. PanGEO will
continue to monitor survey results for indications of movement. Based on our observations in the field and review
of the survey data, it is our opinion that the construction activities are not affecting the adjacent structures and that
the shoring is performing adequately.
Signed: d
fr#02_dumas bay_jonasson_l 1-9_13-15.doc Page 2 of 2 PanGEO, Inc.
Becky Chapin
From: Carl Jonasson <carl Jonasson@comcast.net>
Sent: Saturday, November 14, 2015 7:16 AM
To: Becky Chapin
Cc: 'Steve Kitz'; dkjonasson@comcast.net
Subject: FW: Jonasson soldier Pile Top Elevations
Attachments: Jonasson Profile.xlsx
Hi Becky,
Attached is a profile produced by Eastside Consultants, our surveyor, with colored lines that I inserted to show the
location of the soldier pile, with one foot of exposure and the very slight amount of fill behind it. My rough calculation is
that the fill is about 15 cy, salvaged from the drilling spoils. By lagging that upper one foot, any sloughing should be
stopped from occurring and the yard is evened out a little bit near the crest. As you can see from the emails below, Rob
Thompson of CT Engineering gave his approval to the one foot of exposure. The as-builts that Eastside Consultants will
produce will show this condition.
Carl Jonasson
From: Rob Thompson[ma i Ito: RThompson(dcteng i neering.com]
Sent: Friday, November 6, 2015 9:56 AM
To: Carl Jonasson
Subject: RE: Jonasson soldier Pile Top Elevations
Carl,
I'm OK with your suggestion on your (Jonasson) property. This will not necessarily translate to other properties though.
Cheers
RT
From: Carl Jonasson [mailto:carl.ionasson comcast.net]
Sent: Friday, November 6, 2015 9:44 AM
To: Rob Thompson <RThompson@ctengineerine.com>
Subject: Jonasson soldier Pile Top Elevations
Rob,
Curtis Mathis thought that I should ask you if you saw a problem with our leaving our soldier piles one foot higher than
the design top elevation. Terry Trew of Pearson Drilling suggested doing that to more level out the downturn at the
northern crest. It would mean one foot of lagging at the top and some added backfill. If that still fits within your
comfortable factor of safety, then we will leave the tops higher. If it does not, then we will keep them at their design
top elevations. Pearson will drill to the design bottoms for now and we need to make a decision on the tops by late this
afternoon when concrete will be placed. Please let Curtis or myself know.
Thank you
Carl Jonassonl
ROMED
�""'�` AUG0 2015
Federal Way
CITY OF FEDERAL WA/Y,
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PERMIAKPPLICATION
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TYPE O PERMIT � a BUILDING —' II Pb3l?.4FE� ,9, -" MECILANWAL U Dr—WUUMON U ENGINEERING tj F.Pl:
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AIAII ISO ADDRESS
itMAIL
1
l A. b.!
!
CTTY sTATL j ZIP
PAX
SAME
PRIMARY PHONE
! ppQJEC-T MidTAr"T
! C.1 Joasssoa
! 206-963-1718
*AILINGADDRE88
43446 SW 307th St !
It -bum
aarl.jonaseonu oomosst.aet 1
rc�pand to ;ll : arrry o^dcrcc 1
i concerninq this application)
CITY STATE ZIP
FAX
!
Ptdersl W.V WA 98023
i !
NAME
rxuJkA;,I, 1-111"tAlVlt
I !
•• •••••• •• • • • •••• •,•• i
Required value of $5,000 or more
ALM1,I140 ADDRESS, CITY, STATE, ZIP
PHONE
1
! i ceraly wuwr pertaaaay ul prrlury oom. a wit arw prvprray vwrwr ur 44u4-rwnsr4 aayena vJ arw prvprray Ower. a crre{ly araua w arw Ursa !
` of my knvwlaciye, Lim irafiirrramiun vubmiLled in suppurl of Llais penniL nuplicwLion is "a weal ex,rreci. 1 eeriify 0"ai I will cvmpiy au"It
f all applicable Citta of Federal Wad/ regulations pertaininq to the work authorized by the issuance of a permit. I understand that the
! issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal lacus regulating
construction or environmental laws.
An14 h—I.— #I.- rYfi. of Ir.0 .1 IV—, ..e +n ...r.i n1.,J.n 14-1..AI..n ..nail a e..emc m.A .st1 �.er.d ieaa i•r.+.�ra..1 in I
{ the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city,
I but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the i
.t,f1„•.su�•v, awNl.i�e/a w •.,ae ....,y un u I..... J ....a aayy::w,.wn.
SIGNATURE: _ C�A�( lw�tw!►'I�y I Zd-V'W-IZ, DATE 5/20/16
Carl J
PRINT NAME:
LUt,4li„�1 VV Jl4lMttly ,..V 1J
11N�r i V+ J
n.uiw.uv.,wu v -i ua....F,N,avuuvi.
COMMERCIAL - NEW/ADDITION !
♦
N ECHANICAL PERMIT
VALUE OF MECHANICAL WORK
1
o
Indicate how mang of each type offav4re to be installed or relocated as pan. of, this project. Igo not include existing iAtures to renwin_
__T _
AIi2 HANDLING uNrTS rtll�S GAS PIPE OUTLETS iuTriEt<(Descnvel I[
ATP!`/1riiTYTTillAi i?;J L`Tpn, PT Al.0 tt.rCE`DT`4 ..�rYrY� _ .._
nVti.ERj CURNACF1j ril,il wMI r'K 1 Altlr a Joos) _ :9
.y r 0 k 4 PRFCR0Wq (:AR 4.0r CFrM.Y RFFRfr.F.RATFnN RVST 1
DUCTINIC GAR RMiNG Iv�Y�YrYc vYY c4
I
i X VALUeOFPLUMH a I' uftK
PLUMBING PERMIT 1$0
ADDITION
Indicate how many of eachtype offtxt4re to be installed or relocated as part of this jiroject, Ido not include e istirt "eras to remain_
BATHTUBS (or Tub/ Shower Combo) LAVS (Ha dSmks) TOILETS WATER PIPING
DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe(
uxrt)iNO 0r1tawt11x0 VAt uum tsxt,AAVK0
` DRINKING FOUNTAINS SINKS ptit h_/umiry) �e WATER HEATERS (Electric),
I .. SU� ,.... ,. ... .......; .n,R .. ......Rz
\IVJL VIt3tJV iSV.Y1l+l YY AV,Il1v4 4 4�. 41(Yy'U {.1.ilrYl��lV�ii,i3 (
AREA DESCRIPTION
GENERAL INFORMATION
CRITICAL AREAS OR PROPERTY?
I WATER PURVEYOR
SEWER PURVEYOR � VALUE OF EXISTING IMPROVEMENTS
Yes, front yard
Tacoma Water
Lakehaven
1 $_.632,000 _
I ...........Ci :............ Y.�W I .......... �... uy..........:j i................Y.,.......,.....:LT. ; .'...:..�..L ..:L 0.,.....y.,................Si . `
Single family residential 40,712 SYSTEM? J Y@6 i1 A20
I — I I f k
d
) ( I
RESIDENTIAL - NEW OR ADDITION
AREA DESCRIPTION (in square feet)
EXISTING
PROPOSED
i 'TOTAi,
� FQR OFFICE VSR )
_................._.. ....... ------------------ —_�
BASEMENT
�
FIRST FLOOR (or Mobile Home)
$EC"OND FLOOR
l
COVERED ENTRY
c
DECK
t
GARAGE O CARPORT G'
OTHER (desa*e ) 24- dia soldier pilus, so
fbotprivlt— -----
__..__. 8 _
—_
Eiilirr G
PROPOSED
TOTAL
Area TotaU
0
0
ESTIMATED SELLING PRICE $ # OF BEDROOMS
COMMERCIAL - NEW/ADDITION !
i
# AREA DESCRIPTION
Area
Area
Square Feet
Occupancy Group(s)
Construction
Type
1 s of
stories
Additional Information
Nsw BviLDnro-
I
ADDITION
{
COMMERCIAL REMODEUTENANT IMPROVEMENTS '
AREA DESCRIPTION
Area
_
is Square eel
Occupancy Gronplal
Construction
a
it of
stories
Additional Information I
TO'T'AL BMIJMG- _
TENANT AP,1,.1' ONLY
j
PACT ARLA;UINLY
Bulletin, #IW,-.ianuanr I, 21113 Page 2 of? it Appli=i^n
Y20
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DATUM AMEV
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SCALE:
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PROFILE
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PROFILE A -A JONASSON
