316 WALNUT ST.PDF11111111111111
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316 WALNUT ST
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
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CRITICAL AREAS:. �/, Zle, DETERMINATION: 0 Conditional Waiver F] Study Required aiver
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DISCRETIONARY PERMIT #'S: _0 XW
DRAINAGE PLAN DATED: S)Ie4 108 - dwl is (0) ZV3 -Qf 11110 k�
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PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED: NIS
SCALED PLOT PLAN DATED: I 12711YI,
SEWER LID FEE LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED: 111c�I-DE2
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
LATEMP\DS'Ps\Fomis\Street File Checklist.doc
CITY OF EDMONDS
Nos, WA 98020
121 5TH AVE N. EDMO
DEVELOPMENT SERVICES
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MAILED FROM ZIP CODE 9 80 20
Cascade Bank
Assistant Branch Manager
437 Fifth Ave S, Suil-
Edmonds, WA 9802;
980 5 E- I OG 04/05/13
RETURN TO SENDER
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CITY OF EDMONDS
03 A -FIR 20- .
121 5TH AVE N. EDMONDS, WA 98020 TrJIEV BOWES
DEVELOPMENT SERVICES
';C. 02 1M $ 00.460
0008007451 APR03 2013
MAILED FROM ZIPCODE 980 20
Cascade Bank
Assistant Branch Manager
437 Fifth Ave S, Sul:-- 41 V_
Edmonds, WA 9802 N G 5-E 1 00 .04-/ 0 5../ 1- 3
l)KETUR-N TO SENDER
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DEPARTMENT OF BUILDINGS
feelitttmte jet __Otc"An
PER International Building Code Section I 10
At:
Occupancy established by this certificate:
R2/S2
Building -Permit #
I __
Dwellina Units: **7**
Type Construction: VA
BLD2008-0031
No. Stories: 4
Basement: No
Maximum Occupant Load 126** (Per IBC 1004)
Room capacity signs, when required, must remain posted at all times.
I
Building Owner: Michel Construction Owner Address: 790t. 212t' St SW, #102: Edmonds, WA 98026
THE Michel 7 Unit Condo HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE REQUIREMENTS OF THE 2006
EDITION OF THE INTERNATIONAL BUILDING CODE AS ADOPTED BY THE CITY FOR THE GROUP AND DIVISION OF OCCUPANCY AND THE USE
FOR WHICH THE PROPOSED OCCUPANCY IS CLASSIFIED.
Issued this 181h day- of March, 2011'
CIAL
This certificate shall be posted in a conspicuous public area and shall not be removed. mutilated or ob:��ed��.�sh.11 1. rr�aml.,. �.�dition at all times. Any change of occupancy or use requires a building permit and a new
Certificate of Occupancy issued by the City of Edmonds Building Official.
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sees 0 0,
F.-A
OV LI)Af
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDSWA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
fjp) C. C)
STATUS: ISSLTED 2/13/2009 Pernit #: BLD20080031
BUILDING PERMIT
Expiration Date: 2/13/2014 Project Address: 316 WALNUT ST, EDMONDSi
Parcel No: 27032300414400
PROPERTYONVNER APPLICANT CONTRACTOR
316 WALNUT ST CONDO MICHEL CONSTRUCTION MICHEL CONSTRUCTION
7907 212TH ST SW # 102 7907 212TH ST SW # 102 7907 212TH ST SW # 102
DWIGHT MCGREW
EDMONDS, WA 98026 EDMONDS, WA 98026 EDMONDS, WA 98026
425-776-2211 425-776-2211 425-776-2211
LICENSE #: MICHECIO61 D5 EXPA/19/201 0
7 UNIT CONDOMINIUM -
MCLUDES RETAINING WALJ, TRASH ENCLOSURE AND 3 FT RAIL FENCE TO BE RELOCATED EPROPERTYUNE)
VALUATION: $1,871,450
Ps 6 141 P -IL =Ec T F D
PERMIT TYPE: Commercial
PERMIT GROUP: 6 - Apartmcnt/Condo New
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION: VA
RETAININGWALLROCKERY: Y
OCCUPANT GROUP: R2/S2
OCCUPANT LOAD: 126
FENCE: Y ( 0 X 0 FT.)
CODE: 2006 IBC
OTHER: N ------- OTHER DESC:
IZONE: RM-1.5
INUMBER OF STORIES: 4
1 VESTED DATE:
INUMBER OF DWELLING UNITS: 7
ILOT #:
LXISTING AREA PROPOSED ARE-k
BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 BASEMENT: 0 1 ST FLOOR: 6087 2ND FLOOR: 5843
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
3RD FLOOR: 5709 GARAGE: 6369 DECK: 1336 OT HER:
0
FRONTSETBACK SIDESETBACK REARSETBACK
REQUIRED: N 15 PROPOSED: 16.5 IREQUIRED: W 10 PROPOSED: � �REQUIRED: E 15 PROPOSED: 15
HEIGHT ALLOWED:30 PROPOSED:29.65 I REQUIRED: S 10 PROPOSED: 12.9
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIArOR HISfHER DEPUTY AND ALL FEES ARE PAID.
Signature
1-?W.11, #/ c b�:2- ,,2 -,12- of ( V1 911311,9
ATTENTION
ag-ed
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED, UBCI 09/ IBCI I 0/JRCI I 0.�
ARCHIVE APPUCkNT ASSESSOR T.
STATUS: ISSUED BLD20080031
0 SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING:
By the Geotechnical Engineer of Record
I . Fmavation, grading and site preparation, including backfill of foundation waIls
2. Shoring installation and monitoring
3. Soil bearing verification r
4. Foundation drainage r
5. Final Letter from Geotechnical Engineer of Record
6. General Site Monitoring During Wet Weather construction
By WABO Special Inspector or State licensed Professional Engineer:
I . Structural Steel Construction
2. Concrete 1
3. Reinforcing Steel
4. High Strength Bolting
5. Wood Construction, including shear walls (nailing 4" o.c. or less), wood diaphragms, drag struts and holddowns
6. Welding
By a Qualified Building Enclosure Inspector: oe
1. Building Enclosure
- Prior to Final Inspection by the Building Division, Final Special Inspection Reports are Required FromAll Special Inspectors.
Subrnit Special Inspection Field reports on a weekly basis to the City Building Department.
• Separate Permit/SubrTiittals Required For:
Plumbing,
mechanical,
fire sprinkler,
fire alarm,
fire connection,
state electrical,
state elevator,
firestopping assemblies,
shop drawings for floor and roof trusses,
signs,
emergency guide,
maintenance bond,
building enclosure inspector quafifications,
side sewer,
water service line and water meter,
right of way construction,
landscaping and irrigation system
• Lot line stakes must be in place at the time of foundation/setback inspection.
• All new, exended, re -built or relocated electrical utility and/or service shall be placed underground.
• Seperate Permit Required For:
• Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Cbeck the job card for all required City inspections including final project approval and final
occupancy inspections.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specificatly requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
Fences, gates, and arbors shall be located on private property. Property owner responsible for determining property lines.
Fence shall not enclose or prevent access to any City maintained utilities.
Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise lirnits
of ECC Chapter 5.30 only during the hours of 7:00arn 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/activites must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
New and existing buildings shall have approved address numbers, building numbers or approved building identification
placed in a position that is plainly visible firomthe street or road fronting the property. Address numbers shall be Arabic
numerals or alphabet letters. Numbers shall be legible from the public way, at least 4 inches high with a '/2 inch min. stroke
width on a contrasting background.
I INSPECTIONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT., SEE ECDC 19.00.005(A)(6)
I BUMDING (425) 771-0220 EXT. 1333 1 ENGINEERING (425) 771-0220 EXT. 1326 1 ME (425) 771-0215 1
I PUBLIC WOMS (425) 771-0235 1 PR&TREATMENT (425) 72-5755 1 RECYCLING (425) 275-4801
IWhen calling for an inspection please leave the follo-Mirig information: Permit Number, Job Site Address, Type of Inspection being
requested, Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. I
• B-Retaining Wall Forms/Location
• E-Fire/Aid Address Sign
• E-Engineering Final
• B-Setbacks
• B-Footings
• B-Foundation Wall
• B-Isolated Footings/Piers
• 13-Retaining Wall
• B-Slab Insulation
• B-Plumb Ground Work
• B-First Floor Framing
• B-Plumb Rough In
• B-Gas Test/Pipe
• B-Equipment-Mech
• B-FAerior Sheathing
• 13-ShearNailing
• B-Height Verification
• B-Framing
• 13-Wall Insulation/Caulk
• B-Floor Insulation/Caulk
• B-Ceifing Insulation/Caulk
• B-Sheetrock Nail
• B-Building Final
• F-F-dinguishers
• F-Fire Dept Inspection
• F-Addressing Visibility
• F-Fire Final
• P-Planning Final
• B-Hydronics
• X-Special Inspection
Mf
I's H rmw L
'UCTION INC.
July 3, 2008
Alex Moroseos '
Custom Design and Engineering, Inc.
11006 60'h Ave. West
Mukilteo, Washington 98275
1,!1rHOF1LM
-k
HOLD HARMLESS AGREEMENT
This Hold Harmless and Indemnification Agreement ("Agreement") is
entered into by and between Michel Construction Inc., a Washington
Corporation, hereinafter "Promisor", and Custom Design and Engineering . Inc., a
Corporation, hereinafter "Promisee", on this3L�_day o 2008, in
Edmonds, Washington.
Recitals
Promisor desires to construct a condominium building located at 316
Walnut St., Edmonds, Washington.
Agreement
For consideration received, Promisor waives any claims, demands or,
4
causes. of action that it may make against Promisee or its officers, directors or
employee ' s related in any way to defects in the building envelope of the building
-to be built at 316 Walnut St. in Edmonds, Washington (-the Project-), whether
caused by design deficiencies,'construction deficiencies or a combination thereof.
The claims waived hereby include claims for direct, indirect and consequential
damages and include, without limitation, claims based on negligence breach, of
contract, breach of expressed or implied warranty and indemnification or
contribution.
Further for consideration received, Promisor covenants that it shall not
assign any interest in any agreement between Promisor and Promisee relatedRESUB
the Project, whether-4uring or after performance, to any person or entity. UL 10 2008
51� 613IN&WAOF
M rr'6V
N
7907-212THSW,#102 - ED.MON-DS,WA98026 - (425)776-2211 - FAX(42-5)778-9086 - #MICHEC106IDS
Further for consideration received, and. to the extent permitted by
applicable law, Promisor will defend, indemnify and hold harmless Promisee
and its officers, directors and employees from. any and all claims, actions an . d
judgments arising out of or related in anyway to actual or alleged deficiencies in
the building einvelope of the Project, regardless of cause or alleged cause.
Promisee shall be entitled, in its reasonable discretion, to settle claims
prior to suit or judgment, and in such event Promisor shall indemnify and hold
harmless Promisee for any such claims paid, including Promisee's reasonable
attorney's fee's incurTed resulting from such claim.
In the event any claim or suit is. brought against Promisee within the�:Scope
of this Agreement, Promisor shall pay for legal counsel chosen by Promisee to
defend against same.
In the event either party files suit in a court of law to interpret or to
enforce the terms of. this Agreement, the party prevailing in such action shall be
entitled, in addition to any legal fees and costs incurred in defending against any
third party claim, to its reasonable legal fees and costs incurred in such action to
interpret or to enforce the terms of this Agreement
This Agreement shall be interpreted under the laws of the state of
Washington.
esign and Engineering Inc.
K..t 1. 4 A
Alex K. Moroseos VE.
I&MUZ
Vice President
0631 4p
ju� NQL,.
CUSTOM DESIGN & ENGINEERING, INC.
1100660 TH Ave West
Mukilteo WA 98276
(425) 343-7517 — fax (425) 493-8388
July 3, 2008
References: 316 Walnut, Edmonds Washington
House Bill 1848
Structural Analysis
Structural Design
Design Services
Upon review design drawings and documents provided by the architect, I find that these
satisfy the, rNijimmots of w-tiQns 1 thrgpgh 10 of the, 4bgve, m-f0ogf"d A.�t (How, Bill
1848).
An independent inspector shall verify compliance of said documents and provide
report(s) to the building department, architect, developer and to our office.
Alex K Moroseos, PE, SE
E
rA^FIM
RESUB
JUL 10 2008
BLWN&WAg%E"T
M S
0
9
CONSTRUCTION
- - a AMU"& Diane Glenn
OF WASHINGTON, LLC
August 29, 2008
Michel Construction, Inc.
7907 212" St. SW, #102
Edmonds, WA 98026
Re: 616 Glen St.
Edmonds,, WA
Condominium units
Final inspection report for 616 Glen St. Edmonds, WA
All inspections performed at the project were based on the builder's
specifications, product manufacturer's specifications, and project plans. All
references made are to the plans and specifications developed specifically
for the project. as submitted to the City of Edmonds. Course of construction
inspections were performed of the building enclosure for the purpose of
quality application of material to meet plans and specifications.
Construction of the building enclosure has been constructed insubstantial
compliance with requirements of Engrossed BB 1848.
Inspections were performed by Construction Consultants of Washington for
the following:
Window flashing materials
Window installation
Sliding door flashing
Sliding door installation
Weather Barrier material
Siding material and trim
Office (425)709-6100 Cell (425)351-0940 40 Lake Bellevue, Suite 100, Bellevue, VA 98005
0 0
Stone material
Deck flashing and wall caps
Roof material and flashing
Other exterior flashing details
Water penetration resistance testing of a representative sample of windows
and sliding doors was performed with an induced air pressure difference.
All tests performed passed with no failures.
Windows and sliding doors (Alpine):
Window and sliding door nailing was inspected for nailing per product
manufacturer's specifications.
All areas inspected were completed with no outstanding correction items.
Weather barrier (Fortifiber Jumbo Text
The weather barrier material (building paper) was inspected for installation
to manufacturer's specifications and building code. Consultations were
performed in the field to assure siding company had a clear understanding of
procedure and- a consistent follow through.
The weather barrier was inspected to assure no tears, gaps or missing areas.
Inspection was made for correct overlap of material and taping or sealing of
all penetrations. Building paper was installed with 20" minimum overlap
creating two layers at wall.
All areas inspected were completed with no outstanding correction items.
Flashing (Waterblock system):
Window and slidmig door flashing was inspected for correct application of
material per product'manufacturer's recommendations. Flexible flashing
(Waterblock) was installed before window installation at sides and bottom of
windows. Flexible flashing (Waterblock) was installed after building paper
at the sides of the windows.
All areas inspected were completed with no outstanding correction items.
Flashing (me1jl
Areas were inspected for correct application of metal flashing over all wood
trim.
All areas inspected were completed with no outstanding correction items.
Doors:
Man doors were inspected for installation per builder" s specifications. All
sills were inspected for correct sealing against water intrusion.
All areas inspected were completed with no outstanding correction items.
Decks:
Deck flashing was inspected for correct application of flashing at deck to
wall areas. Deck surfaces at decks were inspected for correct application of
materials to assure consistency and for prevention of water intrusion. Deck
wall caps were inspected for sealing of joints and flashing at wall
connections.
Decks are constructed with a solid surface and a scupper system to drain
water to the outside.
All areas inspected were completed with no outstanding correction items.
Siding (cedar Igp and shake):
All siding and trim was inspected for correct installation per product
manufacturer's and builder's specifications.
Inspections were performed for complete application of all siding pieces and
trim. Inspections were performed for sealing of all penetrations at siding.
All areas inspected were completed with no outstanding correction items.
Roofing flashing -
Roof flashing was inspected for correct installation at all required locations
before installation of roofing. All flashing at eaves was inspected for correct
application by product manufacturers, builder's specifications and building
code.
All area inspected were completed with no outstanding correction items.
0 0
MasopM.
Stone areas were inspected for correct installation per product
manufacturer's and builder's specifications.
Inspections were performed for complete application of all stone areas and
installation of metal flashing at ledges.
All areas inspected were completed with no outstanding correction items.
Final:
All exterior material applications are completed to builder's specifications,
manufacturer's specifications, building code, and good building industry
standards.
This letter will serve as notice that the building enclosure has been inspected
during the course of construction and is in substantial compliance with the
building enclosure design documents submitted to the City of Edmonds as
part of the plans as required by Engrossed HB1848.
ImittedZZ
Diane Glenn
The Construction Consultants
Building Enclosure inspector
0
.LAUTYTISTINGiNc.
3310 Hill Avenue, Everett, WA 98201
Phone: (425) 259-6799
FAX: (425) 259-4936
email: info@qtitest.com
WATER LEAKAGE FIELD TEST REPORT
FT2008-415
REPORT TO: MICHEL PROPERTIES
7907212 TH SW 5 #102
EDMONDS, WA 98020
TEST DATE: 06/18/2008
REPORT DATE: 06/19/2008
PRODUCTS: TWO WINDOW SYSTEMS AND
ONE SLIDING GLASS DOOR
SYSTEM AS INSTALLED AT
THE 161 GLEN STREET
PROJECT LOCATED IN
EDMONDS, WA.
10
FT2008415 Page I of 5 EOAO
A 0
11TY
L�A Hit ING K
3310 Hill Avenue, Evereft, WA 98201
Phone: (425) 259-6799
FAX: (425) 259-4936
email: info@qtitest.com
REPORT TO: Michel Properties -
7907 212' SW, #102
Edmonds, WA 98026
TEST DATE: 6/18/2008
TEST STANDARDS/MIETHODS: AAMA 502-02
Voluntary Specification for Field Testing of Windows and Sliding
Glass Doors.
ASTM E 1105-00
Standard Test Method for Field Determination of Water Penetration
of Installed Exterior Windows, Curtain Walls, and Doors by Uniform
or Cyclic Static Air Pressure Difference.
TEST PURPOSE: Testing was performed on 2 window system and I sliding glass door
systems as installed at the Ifat Glen St. project located in Edmonds,
WA. 4 i 6
TEST CONDITIONS: Conditions on 06/18/2008 at the time of testing were cloudy skies,
wind conditions calm-10 mph, with the outside ambient air
temperature from 50* to 60' Fahrenheit.
- TMS SPACE LEFT INTENTIONALLY BLANK -
FT'2008-415 Page 2 of 5 EOAO
0 0
ASTM E1105-00 EQUIEPMENT
A spray nozzle grid was formed using a spray rack consisting of two columns wide by three rows
high. The nozzles used were "Full -Jet 1/4 HH 12 SQ' manufactured by Spraying Systems Company. A gate
valve and pressure gauge were used at the inlet of the spray rack header to measure and control the water
supply. The spray rack was spaced 48" from the exterior face of the test sample and the water pressure
adjusted to 25-30 psi. matching the calibration conditions necessary to apply a uniform spray pattem.at a
rate of five gallons per hour per square foot of tested surface area. The rainfall equivalent of the water
delivery is 8" of rain per hour. A test chamber consisting of 1 x 4 lumber and 10 mil clear poly -vinyl was
installed around the rough opening on the interior side. A vacuum motor with a variable speed controller
and a 2 inch gate valve was used to create the specified test pressure through a 2 inch diameter semi -
flexible hose. The hose was attached to the clear vinyl with a flange and quick connect system. The
pressure was monitored with a Dwyer Digital Manometer. This gage gives a digital read-out in 0.0 1 inch of
water increments. The pressure tap consisted of clear vinyl tubing. The pressure tap was placed in the
diagonally opposite comer of the test sample from the pressure hose.
EQUIPMENT CALIBRATION
The calibr-ation of all equipment used was in ftill compliance with the calibration requirements of
ASTM E 1105-00 at the time of testing.
TEST SAMTLE DESCRIPTIONS AND RESULTS
TEST SAMYLE NUMMER ONE (TESTED ON 06/18/2008):
LOCATION: Unit 102, First Floor, East Elevation, Living Room.
CONFIGURATION: 6'wide by 8'high, OY, Sliding Glass Door,
TEST RESULTS: Failed: Water leakage was noted coming through the pan in the lower
left hand comer, thirty seconds into the first of three 5 minute cycles
at 2.86 psf.
NOTE: The back leg of the pan was caulked and the window was retested at
its full rating of 3.75 psf.
TEST RESULTS: Passed: No water leakage noted after three 5 minute cycles at 3.75
psf,
FT'2008-415 Page 3 bf 5 EOAO
0 0
TEST SAMPLE DESCRIPTIONS AND RESULTS (CONTINUED
TEST SAMPLE NUMBER TWO (TESTED ON 06/18/2008):
LOCATION: Unit # 102, First Floor, East Elevation.
CONFIGURATION: 4' wide by 5' high, OX, Horizontal Slider, utilizing a passive air vent
over the fixed lite.
TEST RESULTS: Passed: No water leakage noted after three 5 minute cycles 2.86 psf
NOTE: The test pressure was bumped up to 3.75 psf and the window was
retested.
TEST RESULTS: Passed: No water leakage noted after three 5 minute cycles 3.75 psf
TEST SAMPLE NUMBER THREE (TESTED ON 06/18/2008):
LOCATION: Unit # 102, First Floor, East Elevation.
CONFIGURATION: Twide by 5'6" high, Picture Window.
TEST RESULTS: Passed: No water leakage noted after three 5 minute cycles 4.0 psf
- This space left intentionally blank - I
FT'2008-415 Page 4 of 5 EOAO
The results within this report were secured by using the designated test methods. The above test
results indicate compliance with the above referenced test methods. This report does not constitute
certification of this/these product(s), which may only be granted by the Administrator of the Certification
Program.
No test can wholly eliminate uncertainty regarding the potential for water penetration. Our test is
intended to reduce, but not eliminate, uncertainty regarding the potential for water penetration at a
designated site. This report is based on conditions that existed at the time the test was performed. The
fitidings and conclusions of this report may be affected by the passage of time and by events such as
weathering, vibration, expansion, and contraction. Our services have been executed in accordance with
generally accepted practices for this type of test that are in effect at the time this report was prepared. No
warranty or other conditions, express or implied, should be understood.
This report is the joint property of Quality Testing, Inc. and the Client to whom it is issued.
Permission to reproduce this report by anyone other than Quality Testing; Inc. and the Client must be
granted in writing by both of the above parties. This report may not be reproduced except in its entirety.
The results in this report are actual -tested values and are
applicable to the sample(s) tested only.
1 2�
Jeffrey M. Douglas
Structural & Field Test Manager
Nathan R Van Voorst
Field Test Technician
FT2008-415 - Page 5 of 5 EOAO
NO. 4� I F, 2
FEB,12.2009.. 2:40PM
H AT L
I
S�
UCTION,, INC.
MICROFILM
February 12, 2009
Ann Bulbs
Buildincy Official
0
City of Edmonds
121 5th Avenue North
Edmonds, Washington 98020
Re: BLD2008-0031 CONTPLACTOR RESPONS113ELITY
Site Address: 316 Walnut St.
Dear Ms. Bulbs:
0
FEB 12 2033
WILDING DEPARNEK7
CM OF EDMONDs
This letter serv.es to acknowledge Michel Construction Inc. as responsible for the
following special inspections noted on P1 of the construction documents item
#43 and qualified by item #42:
43, EXCAVATION, GRADING AND SITE PREPARATION, INCLUDING 5ACKFILL OF
FOUNDATION WALL5, SHORING INSTALLATION AND MONITORING, 501L 15EAKING
VERIFICATION, FOUNDATION DRAINAGE, AND FINAL LETTER. FROM THE
GgOTECHNICAL 9NOINEE-F, OF 99CORP. 5Y WA950 IN&FECT09 OK,5TAT9 �ICEN5RP
PKOFE55INAL ENGINEER: CONCRETE, STRUCTU RAL 5TEEL CONSTR., INCLUDING
5HEARWALL5 (NAILING *�O.C. OK LE55), WOOD DIAPHRAGMS, QKAG STRUTS AND
HOLDOWN5, WELDING.
42, SPECIAL INSPECTIONS HAVE 13EEN CALLED FOR, ON THIS PROJECT & AKE NOTEP
ON THE APPROVED CONSTRUCTION PLANS & DUILDING PERMIT. IT IS THE OWNER
WOK CONTRACTORS KESPONSIDLRY TO A55UKE THAT REPOR —15 AKE PROVIDED To
THE CITY IN A TIMELY MANNER. DE ADV15E[)--IF SPECIAL INSPECTION KEFOKT5 AKE
NOT FORTHCOMING, THE f5UILDING OFFICIALS MAY 155UE A STOP WOkORDEK & No
CITY INSPECTIONS WILL 15E PROVIDED UNTIL SUCH TIME A5 THE KEFOKTING AGENCY
HA5 COMPLIED & REPORTS AKE REVIEWED & APPROVED 13Y THE CITY.
We acknowledge:
1. We are aware of the special requirements contained in the statement of
special inspections.
7907 - 212TH SW, #102 - EDMONDS, WA 98026 - (425) 776-2211 - FAX (425) 775-9086 e #MICHEC1061D5
FEB.12,2009 2:40PM
0
NO. 4� I P. 3
2. Control will be exercised to obtain conformance with the construction
documents approved by the building official.
3. Procedures for exercising control within the contractor's organization, the
method and frequency of reporting and the distribution of the reports;
and
4. Identification and qualification of the person(s) exercising such control
and their positions(s) in the organization.
If you have any further questions please call or e-mail.
Thank you,
'K�4- � t'4/
Robin W. Michel
President
Michel Construction Inc.
425.776.2211
michelbz@nwlink.co
CUSTOM DESIGN & ENGINEERING,, INC
STRUCTURAL ANALYSIS & DESIGN
FIELD REPORT
Date: February 17, 2009
Reference project: 316 WALNUT STREET, EDMONDS
Permit No: #20080031
We performed an on -site visit at the above referenced project to inspect the continuous footing
reinforcement. We found the reinforcement size, spacing and the footing width meets our
design intent. av'�' a ?Fot�-� - &)
Below are pictures of the footings inspected.
11006 60TH AVE WEST - MUKILTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
0 ' 1 0.1
CUSTOM DESIGN & ENGINEERING, INC
STRUCTURAL ANALYSIS & DESIGN
11006 6CP AVE WEST - MUKILTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
0 0
CUSTOM DESIGN & ENGINEERING, INC
Alex K Moroseos, P.E., S.E.
STRUCTURAL ANALYSIS & DESIGN
11006 60TH AVE W EST - M U KI LTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
q
OCT-23,2010 11:20AM NO. 137 P. 1
4 0 is
Mc TRUCTION Mki-ROFILM.
&S� Diane Glenn
OF WASHINGTONr LLC
September 10, 2010
UP 2 9 201D
Michel Construction, Inc.
7907 212" St. SW, #102
Edmonds, WA 98026
Ref- 316 Walnut St.
Edmonds, WA
Condominium units
Final inspection report for 316 Walnut St., Edmonds, WA
All 'inspections performed at the project were based on the builder's
specifications, product manufacturer's specifications, and project plans. All
references made aTe to the plans and specifications developed specifically
for the project as submitted to the City of Edmonds. Course of construction
inspections were performed of the building enclosure for the purpose of
quality application of material to meet plans and specifications.
Construction of the building enclosure has been constructed in substantial
compliance with requirements of Engrossed BB 1848.
Inspections were performed by Construction Consultants of Washington for
the folloNving-.
Window flashing materials
Window installation
Sliding door flashing
Mce (425)709-6100 Cell (425)351-0940 40 Lake Bellevue, Suite 100, Belleyue, WA 98005
OCT-23,2010 11:20AM
% 0/
0 NO, 137 P. 2
Sliding door installation
Weather Barrier material
Siding waterial =d trim,
Stone material
Deck flashing and wall caps
Roof material and flashing
Other exterior flashing details
Water penetration resistance testing of a representative sample of windows
and sliding doors was performed with an induced air pressure difference.
yLmdows and sliding doors LAW ae:
Window and sliding door nailing was inspected for nailing per product
matufacturer's specifications.
All areas inspected were completed with no outstanding correction items.
Weather barrier (Eortifiber Jumbo Tex).:
The weather barrier material (building paper) was inspected for installation
to manufacturer's specifications and building code. Consultations were
performed in the field to assure siding company had a clear understanding of
procedure and a consistent follow through.
The weather barrier was inspected to assure no tears, gaps'or missing areas.
Inspection was made for correct overlap of material and taping or sealing of
all penetrations. Building paper was installed with 2V minimura overlap
creating two layers at wall.
All areas inspected were completed with no outstanding correction items.
Flasbing (Sure Flash System):
Window and sliding door flashing was inspected for correct application of
material per product manufacturer's recommendations. Flexible flashing
(Sure Flash) was installed before and after window installation per
manufacturer's system recommendations, Specifications are allached to this
report.
All areas inspected were completed with no outstanding correction items.
OCT,23.2010 11:21AM N 0. 1317 P. 3
Flashing (metal)
Area were inspected for correct application of metal flashing over all wood
trim,
All areas inspected were completed with no outstanding correction items.
Doors:
Man doors were inspected for installation per builder's specifications, All
sills were 'inspected for correct scaling against, water intrusion,
All areas inspected were completed with no outstanding correction items.
Decks:
Dark flashing was inspected for correct application of flashing at deck to
wall awas. Deck surfaces at decks were inspected for correct application of
materials to assure consistency and for. prevention of water intrusion. Deck
wall caps were inspected for sealing ofjoints and flashing at wall
connections.
Decks are constructed with a solid surface and an open railing system.
All areas inspected were completed with no outstanding correction items,
Siding (cedar lqR and sh&je-.
All siding and trim was inspected for correct installation per product
manufacturer's and builder's specifications.
Inspections were performed for complete application of all siding pieces and
trim. Inspections were performed for scaling of all penetrations at siding.
All areas inspected were completed with no outstanding correction items.
Roofing flashinw.
Roof flashing was inspected for correct installation at all required locations
before installation of roofing. All flashing at eaves was inspected for correct
application to builder's specifications.
All area inspected were completed with no outstanding correction items.
Masom..
Stone areas were inspected for correct 'installation per product
manufacturer's and builder's specifications.
OCT-23,2010 11:21AM NO.137 P. 4
1 1 1 0 ie
inspections were performed for complete application of all . stone areas and
installation of metal flashing at ledges.
All areas inspected were cmupletod wiih no outstanding correction item.
Water penetration resistance testing of a representative sample of windows
and sliding doors was performed with an induced air pressure difference.
Final:
All exterior material applications am completed to builder's specifications,
manufacturer's specifications, building code, and good building industry
standards.
This letter will serve as notice that the building enclosure has been inspected
during the course of construction and is in substantial compliance with the
building enclosure design documents submitted to the City of Edmonds as
part of the plans M required by Engrossed BB 1848
bmitted b ZL
Diane Glenn
The Construction Consultants
Building Enclosure inspector
Height Calculation Worksheet
Date hl, i R 0 R L M
Pem-lit NU er_ZX6 023.1
Address-3�& w&4bA, zA,
inspector
Average Grade �3,3
Max Height (25'+Ave.) Et� �,), &
1-7/
Actual Height (A+B+C)
r
1-2.-1 1 -?" K
Elevation of Transit (B) 69 1 Iq
Datum C(,,� �� WIA-levation (A) 15(4p-
=(C
0)
)CO STRUCTION
97 OF WASHINGTON, LLC
SEP 2 9 2010
September 10, 2010
Michel Construction, Inc.
7907 212"' St. SW, #102
Edmonds, WA 98026
Re: 316 Walnut St.
Edmonds, WA
Condominium units
IR E C E I V E D
OCT 0 4 2010
OEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
k it ,
i -%Aft IL
ill"' �A.0 F m
Final inspection report for 316 Walnut St., Edmonds, WA
&��,# -goo ? - 00 g )
Diane Glenn
All inspections performed at the project were based on the builder's
specifications, product manufacturer's specifications, and project plans. All
references made are to the plans and specifications developed specifically
for the project as submitted to the City of Edmonds. Course of construction
inspections were performed of the building enclosure for the purpose of
quality application of material to meet plans and specifications.
Construction of the building enclosure has been constructed in substantial
compliance with requirements of Engrossed BB 1848.
Inspections were performed by Construction Consultants of Washington for
'the following:
Window flashing materials
Window installation
Sliding door flashing
Office (425)709-6100 Cell (425)351-0940 40 Lake Bellevue, Suite 100, Bellevue, WA 98005
0
Sliding door installation
Weather Barrier material
Siding material and trim
Stone material
Deck flashing and wall caps
Roof material and flashing
Other exterior flashing details
Water penetration resistance testing of a representative sample of windows
and sliding doors was performed with an induced air pressure difference.
Windows and sliding doors (Alsidej-
Window and sliding door nailing was inspected for nailing per product
manufacturer's specifications.
All areas inspected were completed with no outstanding correction items.
Weather barrier (Fortifiber Jumbo Tex):
The weather barrier material (building paper) was inspected for installation
to manufacturer's specifications and building code. Consultations were
performed in the field to assure siding company had a clear understanding of
procedure and a consistent follow through.
The weather barrier was inspected to assure no tears, gaps or missing areas.
Inspection was made for correct overlap of material and taping or sealing of
all penetrations. Building paper was installed with 20" minimum overlap
creating two layers at wall.
All areas inspected were completed with no outstanding correction items.
Flashing (Sure Flash SysLemh
Window and sliding door flashing was inspected for correct application of
material per product manufacturer's recommendations. Flexible flashing
(Sure Flash) was installed before and after window installation per
manufacturer's system recommendations. Specifications are attached to this
report.
All areas inspected were completed with no outstanding correction items.
0: 0,
Flashing (metal)
Areas were inspected for correct application of metal flashing over all wood
trim.
All areas inspected were completed with no outstanding correction items.
Doors:
Man doors were inspected for installation per builder's specifications. All
sills were inspected for correct sealing against water intrusion.
All areas inspected were completed with no outstanding correction items.
Decks -
Deck flashing was inspected for correct application of flashing at deck to
wall areas. Deck surfaces at decks were n spected for correct application of
materials to assure consistency and for prevention of water intrusion. Deck
wall caps were inspected for sealing ofjoints and flashing at wall
connections.
Decks are constructed with a solid surface and an open railing system.
All areas inspected were completed with no outstanding correction items.
Siding (cedar IgR and shgkgl
All siding and trim was inspected for correct installation per product
manufacturer's and builder's specifications.
Inspections were performed for complete application of all siding pieces and
trim. Inspections were performed for sealing of all penetrations at siding.
All areas inspected were completed with no outstanding correction items.
Roofing flashin&.
Roof flashing was inspected for correct installation at all required locations
before installation of roofing. All flashing at eaves was inspected for correct
application to builder's specifications.
All area inspected were completedwith no outstanding correction items.
MasopW.
Stone areas were inspected for correct installation per product
manufacturer's and builder's specifications.
Inspections were performed for complete application of all stone areas and
installation of metal flashing at ledges.
All areas inspected were completed with no outstanding correction items.
Water penetration resistance testing of a representative sample of windows
and sliding doors was performed with an induced air pressure difference.
Final:
All exterior material applications are completed to builder's specifications,
manufacturer's specifications, building code, and good building industry
standards.
This letter will serve as notice that the building enclosure has been inspected
during the course of construction and is in substantial compliance with the
building enclosure design documents submitted to the City of Edmonds as
part of the plans as required by Engrossed HB 1848.
S itted by:
iane Glenn
The Construction Consultants
Building Enclosure inspector
'W� MICHEL
PROPERTIES
OCT 0
DEVELOpIWENT S
OF E ERVfCES
CITY DMI CTR
- ONDS
ME ��l
7907 212fh SW, #102 Edmonds, WA 98026 P (425) 776-2211 F (425) 778-9086 www.MichelProperties.com #1,11CHECI061D5
FEB. 7,2011 3:27AM NU.
Nofthefn%em
In
IRRIGATION & LANDHAPE LIQNTING
PO Box 1293, Edmonds, WA 98020
1-800-459-7785 / Ph 425-672-9242 / Fax 425-672-4350
ANNUAL BACKFLOW PREVENTION ASSEM13LY TEST REPORT
j z I r , i
MiCAOFILM
ACCOUNT#: METER# ASSEMBLY IDN
NAMEOFPREMISE VOMW4 7 ommerclal 0 Residentisix
SERVICEADDRESS W01414)t L C [TV bdl*l 8 11 P6 ZIP !�?OAO
CONTACT PERSON PHONE ZIZI 776a� FAX q�s zzf
LOCATION OF ASSEMBLY r) Va4f Al 114c 0r,6UAd14V
DOWNSTREAM PROCESS R-tV �447'15 DCVA 13 RPBA 13 PV`BA 0 OTHER)0!!�M
NEW INSTALW EXISTING 0 REPLACEMENT 0 OLD SER. 4 PROPER INSTALLATION? YES 0 NO 0
MAKE OF ASSEMBLY �7"T-MODEL00-7/lAa SERIALNO. 20), 70 SIZEkY j '
DCVA/RPBA
DCVA / RFBA
RPBA
PVBA/SVBA
INITIAL
CHECKVALVENO.11
CHECKVALVENO.2
AIR fNLET
TEST
OPENED AT PSID
OPENED AT PSID
LEAKED 0
LEAKED 0
#ICHECK PSID
PASSE
FAILEEF-*13
D
2,q
4. Lf
DID NOT OPEN 0
PSID
PSID
AIR CAP OK?
CRECK VALVE
NEW
CLEAN REPLACE PART
CLEAN REPLACE PART
CLEAN REPLACE PART
HELD AT PSID
PARTS
LEAKED 0
AND
0 13
0 13
0 0
REPAIRS
0 0
0 0
13 0
CLEANED 11
13 13
CI 0
0 0
REPAIRED 0
0 Ll
0 0
0 0
TEST AFTER
REPAIRS
LEAKED 0
LEAKED 0
OPENED AT PSiD
AIR INLET PSID
PASSED(3
PSID
PSID
#1 C14ECK PSID
CHK VALVE PSID
FAILED LO
AIR CAP INSPECTION: Required minimum air gap separation provided? Yes 13 No 13 Detector Meter Reading
REMARKS:
LINE PRESSURE Of PSI'
CONFINED SPACE? A 0
TESTERS NAME PRINTED: Joshua PODiCh TESTERS PHONE N (425) 672-9242
TESTERS SIGNATURE: Z2 - CERT. NO. — B4477 DATE )) —
I re1o'HX4Alehrfe, and I hove used WA C 246-290-490 appro ved test methods and test equipment
� �i �lt
CALIBRATION DATE:,07/01/2010 GAUGE#08040796 MODEL Mid- West 845 SERVICE RESTORED? YE5e NOO �
.............................................................................................. ........
REPAIRED BY —NAME PRINTED:
PHONE# (425) 672-9242
RE -TEST BY — SIGNATURE: CERT. NO. DATE
IcerfJ& that this report is accurate, andlhave used WAC246-290-490 approvedtest methods andiest equipmew.
CALIBRATION DATE: GAUGEM MODEL SERVICE RESTORED? YES 0 NO 13
YU1 I J : 2 /AM
ej x0affn
Mrs.
IRRIGATION & LANDSCAPE LIGHTING
PO Box 1293, Edmonds, WA 98020
1-800-459-7785 / Ph 425-872-9242 / Fax 425-672-4350
ANNUAL BACKFLOW PREVE kyrry^wlr A - E I ST REPORT
ACCOUNT#:
ASSEMBLY ID#
NAME OF PREMISE 1 7
ommercial 0 Residential 0
SERVICE ADDRESS CITY 0.7de zip
CONTACTPERSONAt7�t,_PHONE q�,Y 776' FAX"OS ;�V ?0&
LOCATION OF ASS MBLY or
DOWNSTREAM PROCESS DCVA
1,+r RPBA 0 PVBA Ir OTHER 694
NEW INSTALW EXISTING 13 REPLACEMENT 0 OLD SER. #—PROPER INSTALLATION? YE5�`No 13
MAKE OF ASSEMBLY k/4114 4 1 MODEL7L5'7 - ---SERIAL NO.k C _S07 SIZE
r .
METER #
INITIAL
PCVA/RPBA
CHECK VALVE NO.1
DCVA/RPBA
CHECK VALVE NO.2
RPBA
PVBA1SVBA
TEST
AIR INLET
I
OPENED AT
PSID
LEAKED 0
LEAKED 0
#ICHECK
PSID
OPENED AT
?SID
PASSE0_
FAILED 0
q.0
DID NOT OPEN
0
PSID
PSID
AIR GAP OK?
CHECKVALVE
NEW
CLEAN REPLACE PART
CLEAN REPLACE
PART
CLEAN REPLACE
PART
HELD AT
PSID
PARTS
LEAKED
E3
AND
13 13
0 13
13 12
REPAIRS
13 13
0 13
[3 0
CLEANED
0
0 [3
13 0
0 0
REPAMED
El
13 11
13 13
13
TEST AFTER
REPAIRS
LEAKED El
LEAKED 0
OPENED AT
PSID
AIR INLET
PSM
PASSED 0
PSID
PSID
NICHECK
PSID
CHK VALVE
PSID
FAILED 0
AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 11 No 0 Detector Meter Reading
REMARKS:
LINE PRESSURE) ad- PSI
--CONFINED SPACE? ko-
TESTERS NAME PRINTED: Joshua Ponich TESTERS PHONE # (425) 672-9242
TESTERS SIGNATURE: CAAZI CERT. NO. B4477 DATE
.,06 repoft f afeu rate, and I hae u'sed WA C 24-6-290490 appro ved test methods and test equ ipmant, —
CALIBRATION DATE. 07/01/2olo GAUGE # 08040796 MODEL Mid -West 845 SERVICE RESTORED - ? iE� NO 0
---------------------------------------------------- I ---------------------------------------------------
REPAIRED BY - NAME PRINTED:' PHONE N (425) 672-9242
RE -TEST BY - SIGNATURE: CERT. NO. DATE
I ceHify that this repon is accurat4 and 1have used WAC246-290-490 approved ten methods andiest _equipme"L
CALIBRATION DATE: GAUGE M6DEL SERVICE RESTORED? YES 13 NO 0
FEB. 7. 2011 3: 28AM
Seattle Public Utilities (206-694-3536)
LIU LUCI 'L?9w W CSB - Inspection Services
--- h Ldlef&gn
IRRIGATION A LANDSCAPE LIGHTING 700 56Avenue, Suite 4900
PO Box 1293, Edmonds, WA 98020 PO Box 34018
1-800-459-7785 / Ph 425-672-9242 1 Fax 425-672-4350 Seattle. WA 981244018
ANNUAL BACKFLOW -PREVENTION ASSEMBLY TEST REPORT
ACCOUNT4:
ASSEMBLY ID#
NAMEOFPREXISE Wct)1444 7 Comxnercial 11 Residenfi*4r
SERVICE ADDRESS .3 1wq)n -.44 54 CITY fd/�VOc6 Zip W000
CONTACT PERSON PHONE
FAX
LOCATION OF ASSEMBLY po" 10-p-
DOWNSTREAM PROCESS tr DCVA RPBA 0 PVBA 0 OTHER
NEW INSTAILLX EXISTING 0 REPLACEMENT 0 OLD SER. # PROPER INSTALLATION? YES [I No [I
MAKE OF ASSEMBLY W/41111f MODEL _9� SERIAL NO. 33-� 414� e 4/ SIZE ) �/
METER #'
DCVA/RPBA
DCVA/RPBA'
RPBA
PVBA/SVB
INITIAL ,
CHECK VALVE NO.1
CHECK VALVE NO.Z
AIR INLET
TEST
OPENED AT PSID
OPENED AT PSID
LEAKED 11
LEAKED 0
#ICHECK PSID
PASSEDA�
� 1 7
�, 6
DID NOT OPEN 11
FAMED 0
PSID
PSID
AIR GAP OK?
NEW
CLEAN REPLACE PART
CLEAN RULACE PART
CLEAN U21ACE PART
CHECK VALVE
HELD AT PSID
PARTS
13 D
13 11
LEAKED 13
AND
13 'D
0 El
11 11
REPAIRS
11 13
D 11
0 0
CLEANED 11
11 0
11 11
11 0
REPAIRED 11
TEST AFTER
REPAIRS
LEAKED 0
LEAKED
OPENED AT PSID
ArRrNLET PSID
PASSED 11
PSID
PSID
#1 CHECK PSID
CHK VALVE PSID
FAMED 13
AIR GAP INSPECTION: Required Ininimurn air gap separation provided? Yes 13 No 13 Detector Meter Reading
REMARKS:
LINE PRESSURE PSI
CONFINED SPACE? JW
TESTERS NAME PRINTED- Joshua PoRich TESTERS PHONE N (425) 672-9242
TESTERS SIGNATURE: W & . -CERT.NO. B4477 DATE /- �J-)j 7
1 caNY14 06 report is &c'u rale, and I h a ve used WA C 246-29X4 9 0 appro ved test meth ads and lot e qu ipment
CALIBRATION DATE: 07/01/2010 GAUGE N 08040796 MODEL Mid -West 845 SERVICE RESTORED? YEMr NOD
------------------------------------------------------- ------------------------------------ : 4 .........
REPAIRED BY - NAME PRINTED: PHONE 0 (425) 672-9242
RE -TEST BY - SIGNATURE: CERT. NO. DATE
I cerfify that fkv report Is accurate, and1have used WAC246-290-490 upprovedfest methods andW equipment
CALIBRATION DATE: GAUGE N: MO'DEL ERVICi RESTORED? YES 11 NO 13
PERMIT#
CITY OF EDMON,&
SOIAL INSPECTION AND TESWG AGREEMENT
Imm
2 7
DATE:
PROJECT SITE ADDRESS:- ;316 (VICV61T :SZ*7
PROJE CT NAME: jW
Job4(-A/0 -r
SPECIAL INSPECTION AGENCY ARVk j5-1 Mfv-4RO 5:
*One form must be completed by each Special Inspection Agency or Inspector.
SPECIAL INSPECTIONS REQUIRE D: Special inspections are required for this project in accordance
with IBC Chapter 17 or in accordance with IRC R109.2 as applicable. IBC Section 1704.1 requires the
owner or the registered design professional in charge to employ an independent testing/inspection
agency/special inspector to perform required special inspections. The independent agency hired to
perform the duties of special inspection is required to be a registered agency with WABO tinder the
Special Inspection Registration Program (SIRP). The special inspector shall be a qualified person with
competence for inspection of the particular type of construction or operation requiring special inspection
(SOQ may be required by the Building Official). The owner, registered professional, contractor and
special inspector/agency shall complete the attached form and submit directly to the Building Division.
WORK REQURING SPECIAL INSPECTION: Special inspections will be required for the following
categories of work in accordance with IBC Chapter 17 and IRC R109.2: FOR SPECIFIC
INFORMATION RE, GARDING REQUIRED SPECIAL INSPECTIONS SEE THE STATEMENT OF
SPECIAL INSPECTION DATTACHED DAPPROVED PLAN SHEET
• Fabrication (1704.2)
o Wood Constniction (1704.6)
• Steel Construcfio�11704.3)
oSoils(1704.7)
• Concrete (1704A)
_
o Bolts installed in Concrete (1704.13)
• Special Moment Resisting Concrete Frames (1704
)J Reinforcing Steel, Prestressing Steel Tendons (I 704A)
• Structural Weldigg (1704.3j)
o High Strangth Bolting (1704.3.3)
• Masomy (1704.5)
o Reinforced Gypsum Concrete (1704.4)
• Structural Masonry for Seismic Resistance (1708, 1)
o Structural Observation (1709)
• Insulating Concrete Fill (1704.4)
o Spray Applied Fire -Resistive Materials 1704, 10)
Ei Piling, Drilled Piers, and Caissons (1704,8, 1704
Shotcrete (1 04.4)
• Pier Foundations (1707.5)
--o
o Structural Steel (1707.2)
• Grading, Excavation, Fill, Proof Rolling (1704.7)
o Smoke -Control Systems (1704.14)
• Exterior Insulation and Finish Systems (1704- 1
o Designated Seismic Systems (1707.9)
• Mechanical Components (1707.8)
o Cold Formed Steel FTaming_(1707.4)
• Storage Racks (1707.6)
o Architectural Components (1707.7)
• Structural Wood (1707.3)
o Special Cases (1704.13)
• Seismic lsolatiou System (1707. 1.0)
*S#d:AeXAt4.V (4"6e.
• Mastic, Intumescent Fire Resistant Coatings (1704. tl)
AldW OtAi% Me ms'
Lo High Load Diaphragms (1704.6. 1)
-)p -
BEFORE A PERMIT CAN BE ISSUED: The owner and contractor and special inspector shall
complete this agreement and the attached Special Inspection Information Form, including the required
acknowledgements, and return, to the Building Division for approval prior to permit issuance.
WABu1Iding\HANDOUT ICODES\FORMS\SPECIAL INSPECTION AGREENENT FORM.doc7/07
�APPROVAL OF SPECIAL WECTORS; Each special inspectoall be approved by the Building
Official prior to performing M duties or inspections. The compailnerforming inspections must be
WABO certified as well as the individual completing inspections. When required by the Building
Official, each special inspector shall submit Statement of Qualifications to the City for review. Special
inspectors shall display identification when performing special inspections on the project site. Special
inspection and testing shall meet the minimum requirements of HIC Chapter 17 and the following:
A. Duties and Responsibilities of the Special Inspector
L OBSERVE WORK
The special inspector shall observe the site work for conformance with the approved (stamped)
plans and specifications and applicable workmanship provisions of the IBC. Architect or
Engineer reviewed shop drawings may be used only as an aid to inspection. Special inspections
are to be performed on a continuous basis —meaning that the special inspector is on site at all
times observing the work requiring special inspection. Periodic inspections are permitted only as
specifically noted in the approved project plans in accordance with IBC Chapter 17, and as
approved by the Building Official.
Continuous Inspection means the same inspector is on site day to day to observe the work
requiring special inspection.
Periodic Inspection means some inspections may be performed on a periodic basis to satisfy the
requirements of continuous inspection, provided these periodic inspections are performed as
outlined in the project plans and specifications, and approved by the Building Official.
2. REPORT NONCONFORMING ITEMS
The special inspector shall bring non -conforming items to the immediate attention of the
contractor and note all such items in the daily field report. Any item not resolved in a timely
manner shall be immediate cause of the special inspector to notify the Building Official by
telephone at (425-771-0220) or in person at City Hall, of the plan deviation, error, change or
omission. It shall also be the duty of the special inspector to promptly notify the engineer or
architect of record.
3. DAILY RE' PORTS KEPT ON SITE WITH CONTRACTOR
Each special inspector shall complete and sign a daily report for each day's inspections. The daily
reports shall remain at the jobsite with the contractor for review by the City Building Inspector.
4. WEEKLY REPORTS TO CITY
The special inspector or inspection agency shall furnish the City with weekly reports of tests and
inspections. The project engineer or architect, and others as designated shall also be copied on
reports. Weekly reports must include the following:
Description and date of daily inspections and tests made with applicable locations
List of all non -conforming items and locations
Report on status of non -conforming items (how each was resolved or unresolved)
Field changes authorized by the Architect, Engineer or City Inspector if not included in
non-conformance items.
W:\Dui1din9\HAND0UT ICODESTORMSNSPECIAL INSPECTION AGREEMENT FORM.doc7/07
5. FINAL CONSTRUCI&N REPORT
The special inspecto]W inspection' agency shall submit alk signed report or Certificate of
Compliance to th ' e City stating that, all items requiring special inspection and testing were fulfilled
and reported. And, to the best of his/her knowledge the project is in conforinance with the
approved plans and specifications, approved change orders and the applicable workmanship
provisions of the IBC. Items not in conformance, unresolved items or any discrepancies in
inspection coverage (i.e., missed inspections, periodic inspection when continuous inspections were
required, etc.) shall be specifica4 addressed in this report.
B. Contractor., Responsibilities
1. NOTIFY THE' SPECIAL INSPECTOR OF ALL REQUIRED SPECIAL INSPE CTIONS
It is the duty of the contractor to notify the special inspector when work is ready for special
inspection. Note, the items listed on the attached Special Inspection Information Form and as
noted on the approved plans and specifications are required to have special inspections. Adequate
notice shall be provided by the.contractor so that the special inspector has time to become familiar
with the project. All work requiring special inspection must be approved prior to concealing or
covering said work.
2. PROVIDE ACCESS TO APPROVED PLANS
The contractor is responsible for providing the special inspector access to approved plans at the
jobsite.
3. RE, TAIN SPECIAL INSPECTION RECORDS
The contractor is responsible to retain at the jobsite all special inspection records submitted by the
special inspector. These records are to be provided to the City building inspector upon request.
C. City of Edmonds Building Division Responsibilities
I. APPROVE SPECIAL INSPECTION
The Building Division shall approve all Special Inspectors and special inspection requirements.
2. MONITOR SPECIAL INSPECTIONS AND APPROVE WEEKLY REPORTS
Work requiring special inspection and the performance of special inspectors shall be monitored
by the City Building Inspector. Building Inspector approval must be obtained prior to placement
of concrete or other similar activities in addition to that of the special inspector.
3. ISSUE CERTIFICATE Or OCCUPANCY
The Building Official may issue a Certificate of Occupancy after all weekly special inspection
reports including the I'mal report have been submitted and accepted by the City.
D- Owner ResDonsibilitics
1. The project owner or the engineer or architect of record acting as the owner's agent shall fund
special inspection services.
E. Engi ieer or Architect of Record Responsibilitie
1. Prepare Matement of special Inspections in accordance with IBC Section 1705.
2. Review the special inspection reports and Provide corrective action for work that may not
conform, to the approved plans.
WABuildingXHANDOUT ICODES\FORMS\SPECIAL INSPECTION AGREEMENT FORM.doc7/07
QM11- Z I. LVV7 I I ; VZMIVI
NO. 427- P. 4,
AqQqOWLEDG1&WWTS I
I ham read Og,,e to CONTlY H" the terms and co,49 f thi.7 'Wemat
Owuerume 'so
MPPPrintorme)
General Contractor
f-.
Special
Arehitoct&ngineer of Rpcopo name
/ Date
name
lease print or type)
Date
print or type)
Date
Return the Original signed agreement to the Building Diu-si-on
City Of FAM60di Building Division
1215"' Aven u�e NOrth, CiV Hall Second Floor
Edmonds, WA 9802,0
ACCF'P'M;By CITY OF ]EDMONDS BUILDING DIVISION:
City Official Signature "ate
Title- 4-44,
W-%uHd"W9UiANWUT 1CODMFORMSPECIAL INSPECMON AGREEMENT FORM.doc7/07
0 0
CUSTOM DESIGN & ENGINEERING, INC
STRUCTURAL ANALYSIS & DESIGN
FIELD REPORT
Date: September 28, 2009
Reference project: 316 WALNUT ST
Reference permit#: 2008-0031
Item #1 — (2) CS 14 straps bent around the W-flange beam is acceptable to anchor the shear wall
above. Install (2) #10 TEK (self tapping screws) to secure the straps to the beam lower flange.
Item #2 — HSS 4 x 4 x 14' column is acceptable as the hold-down of the shear wall framing into
it. Install (2) 2 x 6 boundary members and bolt onto the HSS 4 x 4 x 'A" column. Use 1h"
diameter bolts Ca) 24" o.c.
Item #3 — See detail 4 below for beam connector attached to W10 x 30 beam.
3.5 X 11.875 f
SIMPSON (B412)
B-STYLE CONNECTION TO W1 0 X 30
NO SCALE
11006 60TH AVE WEST - MUKILTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
'0q
0 0
LuSTOM DESIGN & ENGINEERING, INC
STRUCTURAL ANALYSIS & DESIGN
FIELD REPORT
Date: October 6, 2009
Reference project: 316 WALNUT STREET, EDMONDS
Permit No: #20080031
kkip nprformpri ;in nn-gitp visit ;it thp ;ihnvp rPTPrpnr.pd nrniprr tn insnprt thp r.nnr.rpi-P
basement walls reinforcement & thickness. We found the reinforcement size, spacing and the
wall thickness meets our design intent. We approve the concrete basement walls.
The concrete strength (for this project) of 2500 psi (5-1/2 sack mix) is acceptable (footings,
Yyidiib, LAU). NU bpt!Lidi inbIptiLLIUris at e i equii ed. FUr Fidi SUI IdLL-S whet e 3000 Pbi LUIM tAt! IS
specified, no special inspections are required.
L., .3 L-
S
0
COD
0
36923
L
11006 60'" AVE WEST - M U Ki LTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
CUSTOM DESIGN & ENGINEERING, INC
STRUCTURAL ANALYSIS & DESIGN
FIELD REPORT
Date: October 24, 2009
Reference project: 316 WALNUT STREET - EDMONDS
Permit No: #20080031
We performed an on -site visit to inspect the shear walls, hold-downs and drag struts.
The following were found the following items that need correction. We consider these
items are minor and we do not need to re-insr)ect. Exterior sidina mav be installed
concurrently with the required exterior straps (as noted below). We approve the shear
wall sheathing, drag struts and hold-downs.
THIRD LEVEL
• Shear wall nailing was found to be acceptable and therefore approved.
• All double top plates where vent pipes occur, install 16Ga x 2" wide x 24" long
strap. Center strap at center line of drain pipe.
• Add 16 Ga x 2" wide x 24" long per below:
11006 60TH AVE WEST - M U KI LTEO WA 98 275
PHONE (425) 343-7517 - FAX (425) 493-8388
CUSTOM DESIGN & ENGINEERING, INC
STRUCTURAL ANALYSIS & DESIGN
0 Interior shear wall to truss attachment is acceptable as framed.
Acceptable connection
Add exterior MST48 strap to tie top plate @ all locations where steel columns
interrupt the top plates and an interior strap cannot be installed. All exterior
straps maybe installed concurrently with the siding.
FIRST & SECOND LEVEL
• At all locations where the top plates are interrupted by the steel columns, install
MST48 strap in the exterior OR interior. Exterior straps maybe done
concurrently with the siding.
• All drag struts are acceptable (as installed).
PARKING GARAGE
0 No discrepancies found.
11006 60TH AVE WEST - MUKILTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
CITY OF EDMOW
AWAL MPECTION AND TE9WG AGREEMENT
PERAMT# 1,60& DATE:— J4��J
2cle
PROJECT SITE ADDRESS: 7-V(0 W4tAXT ST
PROJECTNAME:
SPE CIAL INSPECTION AGENCY_ CIfS
Lg,2C67
*One form must be completed by each Special Inspection Agency or Inspector.
SPECIAL INSPECTIONS REQUIRED: Special inspections are required for this project in accordance
with IBC Chapter 17 or in accordance with IRC R109.2 as applicable. IBC Section 1704.1 requires the
owner or the registered design professional in charge to employ an independent testing/inspection
agency/special inspector to perform required special inspections. The independent agency hired to
perform the duties of special inspection is required to be a registered agency with WABO under the
Special Inspection Registration Program (SIRP). The special inspector shall be a qualified person with
competence for inspection of the particular type of construction or operation requiring special inspection
(SOQ may be required by the Building Official). The owner, registered professional, contractor and
special inspector/agency shall complete the attached form and submit directly to the Building Division.
WORK REQURING SPECIAL INSPECTION: Special inspections will be required for the following
categories of work in accordance with IBC Chapter 17 and IRC R109.2: FOR SPECIFIC
INFORMATION RE, GARDING REQUIRED SPECIAL INSPECTIONS SEE THE STATEMENT OF
SPECIAL INSPECTION DATTACHED OAPPROVED PLAN SHEET
o Fabrication (1704.2)
o Wood Constniction (1704.6)
)(Steel Construction (1704.3)
o Soils (170 .7)
AConcrete (1704-4)
o Bolts installed in Concrete (1704.13)
o Special Moment Resisting Concrete Frames (1704.4)
XStructural WeMng (1704.3.1)
o Reinforcinr, Steel, Prestressing Steel Tendons (1704.4)
Strength Bolting (1704.3.3)
• Masoruy (1704.D
_XHigh
o Reinforced Gypsum Concrete (1704.4)
• Structural Masonry for Seismic Resistanc (1708.1)
o Structural Observation (1709)
• Insulating Concrete Fill (1704.4)
o_ Spray Applied Fire-Resisfive Materials (1704. 10)
• Piling, Drilled Piers, and Caissons (1704.8, 1704
o Shotcrete (1704.4)
• Pier Foundations (1707.5)
�Otructural Steel (1707.2)
• Grading, Excavation, Fill, Proof Rolling (1704.7)
o Smoke -Control Systems (1704.14)
• Exterior Insulation and Finish Systems (1704- 12)
o Designated Seismic Systems (1707.9)
• Mechanical Components (1707.8)
0 Cold Formed Steel FTaming (1707.4)
• Storage Racks (1707.6)
o Architectural Components (1707.7)
• Structural Wood (1707.3)
o Special Cases (1704.13)
• Seismic Isolation System (1707. 10)
0
• Mastic, Intumescent Fire Resistant Coatings (1704. 11)
0
• High Load Diaphragms ( 1704.6. 1)
BEFORE A PERMIT CAN BE ISSUED: The owner and contractor and special inspector SIM
complete this agreement and the attached Special Inspection Information Form, including the required
acknowledgements and return to the Building Division for approval prior to permit issuance.
W:�Building\HANDOUT ICODESXFORMS\SPECIAL INSPECTION AGREEMENT FORM-doc7/07
'APPROVAL OF SPECIAL ECTORS: Each special inspectooll be approved by The Building
Official prior to performing vavy duties or inspections. The compan-T performing inspections must be
WABO certified as well as the individual completing inspections. When required by the Building
Official, each special inspector shall submit Statement of Qualifications to the City for review. Special
inspectors shall display identification when performing special inspections on the project site. Special
inspection and testing shall meet the minimum requirements of IBC Chapter 17 and the following:
A. Duties and Responsibilities of the Special Inspector
I. OBSERVE WORK
The special inspector shall observe the site work for conformance with the approved (stamped)
plans and specifications and applicable workmanship provisions of the IBC. Architect or
Engineer reviewed shop drawings may be used only as an aid to inspection. Special inspections
arc to be performed on a continuous basis —meaning that the special inspector is on site at all
times observing the work requiring special inspection. Periodic inspections are permitted only as
specifically noted in the approved project plans in accordance with IBC Chapter 17, and as
approved by the Building Official.
Continuous Inspection means the same inspector is on site day to day to observe the work
requiring special inspection.
Periodic Inspection means some inspections may be performed on a periodic basis to satisfy the
requirements of continuous inspection, provided these periodic inspections are performed as
outlined in the project plans and specifications, and approved by the Building Official.
2. REPORT NONCONFORMING ITEMS
The special inspector shall bring non -conforming items to the immediate attention of the
contractor and note all such items in the daily field report. Any item not resolved in a timely
manner shall be immediate cause of the special inspector to notify the Building Official by
telephone at (425-771-0220) or in person at City Hall, of the plan deviation, error, change or
omission. It shall also be the duty of the special inspector to promptly notify the engineer or
architect of record.
3. DAILY RE, PORTS KEPT ON SITE WITH CONTRACTOR
Each special inspector shall complete and sign a daily report for each day's inspections. The daily
reports shall remain at the jobsite with the contractor for review by the City Building Inspector.
4. WEEKLY REPORTS TO CITY
The special inspector or inspection agency shall furnish the City with weekly reports of tests and
inspections. The project engineer or architect, and others as designated shall also be copied on
reports. Weekly reports must include the following:
Description and date of daily inspections and tests made with applicable locations
List of all non -conforming items and locations
Report on status of non -conforming items (how each was resolved or unresolved)
Field changes authorized by the Architect, Engineer or City Inspector if not included in
non-conformance items.
W:\Building�HANDOUT ICODES\FORMSNSPECIAL rNSPECTION AGREEMENT FORM.doc7/07
5. FINAL CONSTRUCW REPORT
The special inspectoMW inspection agency shall submit alk signed report or Certificate of
Compliance to the City stating that all items requiring special inspection and testing were fulfilled
and reported. And, to the best of his/her knowledge the project is in conformance with the
approved plans and specifications, approved change orders and the applicable workmanship
provisions of the IBC. Items not in conformance, unresolved items or any discrepancies in
inspection coverage (i.e., missed inspections, periodic inspection when continuous inspections were
required, etc.) shall be specifically addressed in this report.
B. Contractor Responsibilities
1. NOTIFY THE SPECIAL INSPE CTOR OF ALL REQUIRED SPECIAL INSPE MONS
It is the duty of the contractor to notify the special inspector when work is ready for special
inspection. Note, the items listed on the attached Special Inspection Information Form and as
noted on the approved plans and specifications are required to have special inspections. Adequate
notice shall be provided by the contractor so that the special inspector has time to become familiar
with the project. All work requiring special inspection must be approved prior to concealing or
covering said work.
2. PROVIDE ACCESS TO APPROVED PLANS
The contractor is responsible for providing the special inspector access to approved plans at the
jobsite.
3. RE' TAIN SPECIAL INSPECTION RECORDS
The contractor is responsible to retain at the jobsite all special inspection records submitted by the
special inspector. These records are to be provided to the City building inspector upon request.
C. City of Edmonds Building Division Responsibilities
1. APPROVE SPECIAL INSPE CTION -
The Building Division shall approve all Special Inspectors and special inspection requirements.
2. MONITOR SPECIAL INSPECTIONS AND APPROVE, WEEKLY REPORTS
Work requiring special inspection and the performance of special inspectors shall be monitored
by the City Building Inspector. Building Inspector approval must be obtained prior to placement
of concrete or other similar activities in addition to that of the special inspector.
3. ISSUE CERTIFICATE OF OCCUPANCY
The Building Official may issue a Certificate of Occupancy after all weekly special inspection
reports including the final report have been submitted and accepted by the City.
D- Owner Responsibilities
1- The p, 'ect owner or the engineer or architect of record acting as the owner's agent shall fund
roi
special inspection services.
E. KI n2ineer oriArchitect of Record ReWonsibilities
1. PrepareStatement of Special inspections in accordance with IBC Section 1705.
2. Review the special inspection reports and provide corrective action for work that may not
conform � to the approved plans.
WABuilding\14ANDOUT ICODES\FORMS\SPECIAL INSPECTION AGREEMENT FORM-doc7/07
JAN. 2 1. 2009 - 10: � 1AM
Owner name
NO. 426
ACKIqOWLEDGEMENU 10
I kne read and agree to comply widi the &= and condidow of jkjs agrument.
P.
General COI'tmctOrCompany/Ownernme—kV/t,;Ag/, /4-cn
'P"MW "e
sigeflhireA4Y-,e—��. Date
SPedal InspectortAgency name
AnflitOctffingWeer of Rpcoro name
(pleme print or type)
print or type)
0 W VA-Cv-
Return Ote original signed agreement to the Building Division
CifY of Ulmonds Building Division
121 5"� AV, enue No rth, City Han Second Floor
rsdmonds,' WA 98020
ACICTMD BY ciTy OF
city ofmaisinature It
10
S BUILDING DIVISION:
. 4 -
Date Z2
Date
W' '�Buifdir-e"ANDOUT 'CODESWORMSSPECAL INSPEC71ON AGREEMENT FORM.4ac7/07
a
CASCADE TESTIM- , LABORATORY, INC.
TESTING & INSPECTION
PREVIOUS 3'.% 9 9 0
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12919 N.E. 126TH PLACE
REPORT No. No.
KIRKLAND, WASHINGTON 98034 (425) 823-9800
EVERETT (425) 259-0817
DATE CERT.,N\O.,,_
FIELD REP ORT
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(2)
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INSPECTION PERFORMED L� RAL WOOD
ITEMS INSPECTED FOUNDATIONS
RESTEEL/CONCRETE S 'L ONLY
FOOTINGS SLAB
VRES
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RESTEEL/MASONRY TR.STAMELDING
AUGER CAST PILES COLUMNS
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DRILLED PIERS — WALLS
BEAMS
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(4)
LOCATION (AREAS)
tyz IV AQV -S 2,1
(5)
CONCRETEIMASONRY MIX NO.
DESIGN STRENGTH (f'c)
SUPPLIER
TOTAL CU. YD. PLACED
SLUMP (INCHES)
SPECIMENS.CAST
AIR CONTENT
CYLINDER REPORT NO.
ITEMS INSPE CTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES
NO
REMARKS:
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TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S)
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY. INC. INSPECTOR SIGNATURE
REVISED 3109
COPIES TO:
SIGNED BY
a a
CASCADE TESTIpmG LABORATORY, INC.
TESTING & INSPECTION
PREVIOUS
:136990
12919 N.E. 126TH PLACE
REPORT No.
No.
KIRKLAND, WASHINGTON 90034 (425) 823-9800
EVERETT (425) 259-0817
DATE
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RESTEELICONCRETE ONLY
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SPECIMENS CAST
AIR CONTENT (%)
CYLIN�7REPORT NO.
ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPTAPPROVED PLANS YES
E2"000' NO [:1
REMARKS:
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TEST RESULTS APPLY ONLY TO THEITEMS I
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRI
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC. I INSPECTOR SIGNATURE
F21Z
NOV - 4 2069
DEVELOPMENT SERVIUES CT,
Cin, nF FMIONDS
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REVISED 3/09 1 SIGNED BY
COPIESTO: M .0 elqokr
OCT.29.2009 8:29AM As
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CASCADE TEST7.Wi LABORATORY, INC"'
TESTING & INSPECTION
PREVIOUS
12919 N.E. 126TH PLACE
KIRKLAND. WASHINGTON 99034 (425) 823-9800
EVERETT (425) 259-0617
REPORT No. No.136990
DATE CERT.
/?, v4Z
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FIELD REPORT
PROJECT
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TO.
BLDG. PERMIT NO. OWNER
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PM
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(2)
INSPECTION PERFORMED 7_��ERALWOOJWILDING DEPARTMENT
C4TY OF EDMONDS
ITEMS INSPECTED — FOUNDATIONS
RESTEEIJCONCRETE S 'L ONLY
— FOOTINGS — SLAB
VRES
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— AUGER CAST PILES — COLUMNS
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CYLINDERREPORT NO.
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NO n
REMARKS: V" QAiQ �-
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TEST RESULTS APPLY ONLY TO T=S I
HEREIN TESTED. THIS REPORT S OT INSPECTOR(S), NAME(S)
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OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC. I INSPECTOR SIGNATURE
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REVISED 3(09
COPIES TO:
SIGNED By
ASCADE TESTINIOX,130RATORY, INC.
TESTIN & INSPECTION
12919 N.E. 126TH PLACE
KIRKLAND, WASHINGTON 98034 (425) 823-9800
EVERETT (425) 259-0817
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DATE CERT. 0
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REMARKS:
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HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRI
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY. INC. INSPECTOR SIGNATURE
'REVISED 3109 SIGNED BY
FOUNDATIONS
SLAB -
COLUMNS
WALLS
BEAMS
PA
COPIES TO:
DEC. 2,2008 4:47PM
NO. 401
E'040
11 4-t-ol So
ary OF EDIVM8
ACIAL 1NS*P'ECT'1ON AND TESM AGRE EW NT
PERMIT 4 BUILDING DEPARTMENT
C
DATE:102/0,0i -
FROJE CT SITE ADDRESS; al�� a&Az ST.
PROJECT NAME: �S& 141&,Ak)T c-r
SPECIAL INSPECTION AGENCY T)EV*WS' W 5-0)0: R-9f,
*One form must be completed by each Special Inspection Agency or Inspector.
SPECIAL INSPE CTIONS REQUIRED: Special inspections am required for this project In accordance
with IBC Chapter 17 or in accordance with IRC R109.2 as applicable. IBC Section 1704.1 requires the
owner or the registered design professional in charge to employ an independent testingfinspection
agency/special inspector to perform required special inspections. The independent agency hired to
perform the duties of special inspection is required to be a registered agency with WABO under the
Special Inspection Registmfion Program (SIRP). The special inspector shall be a qualified person with
competence for inspection of the particular type of construction or operation requiring special inspection
(SOQ may be required by the Building Official). The owner, registered professional, contractor and
special inspector/agency shall complete the attached form and submit directly to the Building Division.
WORK REQURING SPECIAL INSPECTION. Special inspections will be required for the following
categories of work in accordance with IBC Chapter 17 and IRC R109.2-. FOR SPECIFIC
INFORMATION RE, GARDING REQUIRE D SPECIAL INSPECTIONS SEE THE STATEMENT OF
SPECIAL INSPECTION OATTACHED DAPPROVE D PLAN SHEET
* Fabrication (1704.�)
c3 Woo Consiniction (1704-6)
* Steel CoD3truction ( 1704.3)
oib (170 7) --
* Concrete (1704A)
oBolts installed in Concrete (1704.13)
-0 S ecial Moment Resisting Concrete Frmnes (1704.4)
o Rcinforcing Steel, Pmtressing Steel Tendons (1704.4)
• Structural WeMng (1704-3.1)
oHighS ength Bolting (1704.3.3)
• Masonry (1704.5)
u Reinfomed Gypsum Concrele (1704.4) --
• Structural Masonry for Seismic Rwistance (1708. 1)
a Structural Observation (1709)
• Insulating Canci-ete Fill (1704.4)
c3 SpM Applied Fire-Resisfive MateriaJs (1704. 10)
Piling, Drilled Piepy, ajid Caissons (1704.8, 1704.9)
o Shotcrete (1704.4)
-a
a Pier Foundations (1_707.5)
13 Structuml Steel (I 707.?J—
)KGrading, Excavation, fill, Proof Rellhig (17043)
a Smok&C21��l S)jjern� Q 704-14)
Exterior Insulalion and Finish Systems (1704-12)
o Designated Seismic Syslems (1707.9)
—c3
J3 Mechanical Components (1707-8)
o Cold Formed Steel Ftaming (1707.4)
D Storage Rocks Q 707.6)
ct Architectural Components (1707.7)
-a Snucmml Wood (17073)
Seismic Isolation System (1707. 10)
o Special Cases (1704.13)
n nmA ---- fwy IF—
-a
o Mastic, Intumesceiii Fire Resistant Coatings (1704. 11)
qffighloadDisp gms(1704.6.1)
10al" 6wra L
BEFORE A PERMIT CAN BE ISSUEI)-. The owner and contractor and special inspector shall
complete this agreement and the attached Special Inspection Information Form, including the required
acknowledgements and return to the Building Division for approval pjior to permit issuancc.
WABuildingWANDOUT ICODESWORMS\SPECIAL INSPECTION AGREEMENT FORM.doc7/07
DEC. 2,2008 4:48PM NO.401 P. 3
APPROVAL OF SPECIAL &U, CTORS., * 'rAch,,1pcciaJ inspector 4 be approved by The Building
Officistl prior to performing any duties or inspections. The company performing inspections must be
WABO certified as well as the individual completing inspections. When required by the Building
Official, each special inspector shall submit Statement of Qualifications to the City for review. Special
inspectors shall display identification when performing special inspections on the project site. Special
inspection and testing shall meet the minimum requirements of IBC Chapter 17 and the following:
A. Duties and Responsibilities of the Special lnsPcctOr
1. OBSERVE WORK
The special inspector shall observe the site work for conformance with the approved (stamped)
plans and specifications and applicable workmanship provisions of the IBC- Architect or
Engineer reviewed shop drawings may be used only as an aid to inspection. Special inspections
are to be performed on a continuous basis —meaning that the special inspector is on site at all
times observing the work requiring special inspection. Periodic inspections are permitted only as
specifically noted in die approved project plans in accordance with IBC Chapter 17, and as
approved by the Building Official.
Continuous Inspection means the same inspector is on site day to day to observe the work
requiring special inspection.
Periodic Inspection means some inspections way be performed on a periodic basis to satisfy the
requirements of continuous inspection, provided these periodic inspections are performed as
outlined in the project plans and specifientions, and approved by the Building Official.
2. RE PORT NONCONFORMING ITEMS
The special inspector shall bring non -conforming items to the immediate attention of the
contractor and note all such items in the daily field report. Any item not resolved in a timely
mainier shnil be immediate cause of the special inspector to notify tile Building Official by
telephone at (425-771-0220) or in person at City Hall, of the plan deviation, error, change or
omission. It shall also be the duty of the special inspector to promptly uotif� the engineer or
architect of record.
3. DAILY REPORTS KEPT ON SITE WITH CONTRACTOR
Each special inspector shall complete and sign a daily report for each day's inWetions. The dailY
reports shall remiin at the jobsite with the contractor for review by the City Building Inspector.
4. WEEKLY REPORTS TO CITY
The special inspector or inspection agency shall furnish the City with weekly reports of tests and
inspections. The project engineer or architect, and others as designated shall also be copied on
reports. Weekly reports must include the following:
• Description and date of dmly inspections and tests made with applicable locations
• List of all non -conforming items and locations
• Report on status of non-conformitig items (how each was resolved or unresolved)
• Field changes authorized by the Architect, Engineer or City Inspector if Dot included in
non-conformance items.
W.\BuildingWANDOUT ICODESTORMS\SPECIAL INSPECTION AGREEMENT FORM,doc7/01
DEC. 2,2008 4:48PM NO-401 P. 4
5. FINAL CONSTRU* REPORT
The special inspector or inspection agency shall submit arm4psigned report or Certificate of
Compliance to the City stating that all items requiring special inspection and testing were fulfilled
and reported. And$ to the best of his/ber knowledge the project is in conformance with the
approved plans and specifications, approved change orders and the applicable workmanship
provisions of the IBC. Itenis not in conformance, unresolved items or any discrepancies in
inspection coverage (i.e., missed iuspections, periodic inspection when continuous inspections were
required, etc.) shall be specifically addressed in this report.
B. Contractor Responsibilities
1. NOTIFY THE'SPECIAL INSPECTOR OF ALL REQUIRE D SPECIAL INSPE, CTIONS
It is the duty of the contractor to notify the special inspector when work is ready for special
inspection. Note, the items listed on the attached Special Inspection Information Form and as
noted on the approved plans and specirwations are required to have special inspections. Adequate
notice shall be provided by the contractor so that the special inspector has time to become familiar
with the project. All work requiring special inspection must be approved prior to concealing or
covering said work.
2. PROVIDE ACCESS TO APPROVED PLANS
The contractor is responsible for providing the special inspector access to approved plans at the
jobsite.
3. RE, TAIN SPECIAL INSPECTION RECORDS
The contractor is responsible to retain at the jobsite all special inspection records submitted by the
special inspector. These records are to be provided to the City building inspector upon request.
C. City of Edmonds Building Division ResponAbilities
1. APPROVE, SPECIAL INSPECTION
The Budding Division shall approve all Special Inspectors and special inspection requirements.
2. MONITOR SPECIAL INSPECTIONS AND APPROVE WEEIKLY REPORTS
Work requiring special inspection and the performance of special inspectors shall be monitored
by the City Building Inspector. Building Inspector approval must be obtained prior to placement
of concrete or other similar activities in addition to that of the special inspector.
3. ISSUE CERTIFICATE OF OCCUPANCY
The Building Official way issue a Certificate of Occupancy after all wmwy special inspection
reports including the fmal report have been submitted and accepted by the City.
D. Owner Resoonsibilities
1. The project owner or the engineer or arehitect of record acting as the owner's agent shall fund
special inspection services.
E. Eng�ncer or Architect of Record Responsibilities
I. ftepare Statement of Special Inspections in accordance with IBC Section 1705.
2. Review the special inspection reports and provide corrective action for work that may not
conform to the approved plans.
W:\BtdIding\)MNDOUT ICODES\FORMS\SPECIAL INSPECTION AGREEMENT FORM.docl[07
NO, 401 p. �P- 5
DEC. 2. 2008 NO, al.
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Dennis M. Bruce, P.E. JAN 1.8 2008
BUILDING DEPARTIAENT
M.S.C.E., M.B.A. Geotechnical /Civil Engineer
January 15, 2008
'PV
City of Edmonds MR�ROFILM'm* CITY COJL A
c/o Michel Construction
7907 212t' St. SW, # 102
Edmonds, WA 98026
Subject: Geotechnicall Evaluation — Foundation i Shoring Recommendations
Proposed 7-Unit Building
316 Walnut St., Edmonds, Washington
This engineering report presents the results of a geotechnical evaluation of the
Michel Construction property at 316 Walnut St., Edmonds, Washington. This evaluation
was required by City of Edmonds Building Department.
REFERENCES:
• Project Plans by McGrew Michel Building Design da :e
• Site photographs
L
BACKGROUND:
The overall property at 316 Walnut St., Edmonds, W shi
shape (approximately 130 feet by 110 feet). See plans.
The 'overall site is gently sl I oped with no significant geotechnical features. The
existing building, driveways, concrete fences, etc. are to be removed in conjunction with
the proposed development for a 3-story building (with underground garage) as indicated
on the site plan.
Visual evaluation of the overall property reveals no evidence of any geotechnical
distress: no slides, no soil tension cracks or any evidence of erosion al degradation.
EVALUATION:
In order to augment the existing site geotechnical information, 4 si
were hand dug by this engineer on December 19,2007. All 4 test holes
similar sub -grade conditions, namely:
MIN,
2 1i 2"
L ;� i
EECE
SOILS * FOUNDATIONS, * SITE DEVELOPMENT * INSPECTION a DRAINAGE e DESIGN & PERMIT * LEGAL
P.O. Box 55502 - Shoreline, WA 98155 - (206) 546-9217 - FAX (206) 546-8442
Pity of Edmonds
c/o Michel Construction, Inc.
January 15, 2008
Page 2
0" to 6"
6" to 38" (bottom of test holes)
Organics, roots, and organic silt
Dense native sands
No groundwater was encountered in any of the 4 test holes. All test hole walls
remained vertical and stable. No sloughing or caving occurred.
NOTE: This engineer has performed many soil investigations and follow-up
inspections in the vicinity of this site and verifies dense, native, sub -grade soils allowing
for normal / standard reinforced concrete footings'.
CONCLUSIONS I RECOMMENDATIONS:
Based on the findings of this investigation, and experience with similar sites in
the area, the Michel property at 316 Walnut St., Edmonds, Washington is
-geotechnically approved for the proposed 7-unit building,, subject to the following:
Temporary shoring: The proposed excavation cuts of up to 9 feet may be'open
cut" within the property if the soil cuts are sloped at 1: 1 (temporary declination)
This engineer's experience recommends temporary Eco-Block shoring to allow
for a "cleaner" excavation and foundation zone during construction (see attached
temporary Eco-Block shoring design).
• Standard rced co inuous and spread footings. Allowable bearin
I
pressur; 3, . 000 ps.f.
• Equivalent fluid pressure of 35 p.c-f. is recommended for any retaining wall
design provided drainage zone is inspected and verified by this engineer.
For retaining wall design, use fricfion factor of 0.55 and passive pressure of 350
p.c.f.
Geotechnical inspections by this engineer prior to any foundation concrete
placement.
The proposed structure can be supported on conventional continuous and
spread footings bearing on undisturbed native soils or on structural fill placed above
native soils. See the later sub -section entitled General Earthwork and Structural Fill for
structural fill placement and compaction recommendations. Continuous and individual
spread footings should have minimum widths of eighteen (18) and twenty-four,(24)
inches, respectively, and sh be bottomed at least eighteen (18) inches below the
lower adjacent finish ground surface.
Pity of Edmonds
c/o Michel Construction, Inc.
January 15, 2008
Page 3
Depending on the final site grades, some over -excavation may be required below
footings to expose* competent native soils. Unless lean concrete is used to fill the over
excavate * d hole, the width of the over -excavation at the bottom must be at least as wide
as the sum of two times the depth of the over -excavation and the footing width. For
example, an over -excavation extending two feet below the bottom of a three-foot wide
footing must be at least seven feet wide at the base of the excavation.
Footings constructed according.to the above recommendations may be designed
for an allowable soil bearing pressure of three thousand (3,000) pounds per square foot
(P.S.f.). A one-third increase in this design bearing pressure may be used when
considering short-term wind or seismic loads. For the above design criteria, it is
anticipated that total post -construction settlement of footings founded on competent,
native soils (or on structural fill up to five (5) feet in thickness) will be about one-half
inch, with differential settlements on the order of one -quarter inch.
Lateral loads due to wind or seismic forces may be resisted by friction between
the foundations and the bearing soils, or by passive earth pressure acting on the
vertical, embedded portions of the foundations. For the latter condition, the foundations
must either be poured directly against undisturbed soil or the backfill placed around the
outside of the foundation must be level structural fill. We recommend the following
design values be used for the foundation's resistance to lateral loading:
Paramete
Coefficient of Friction
Passive Earth Pressure
Where:
Design Value
0.55
350 p.c.f.
(1) P.C.f. is pounds per cubic foot.
(2) Passive earth pressure is computed using the equivalent fluid density.
We recommend that a safety factor of at least 1.5 be used for design of the
foundation's resistance to lateral loading.
SLABS -ON -GRADE:
Slab -on -grade floors may be supported on undisturbed, competent native soils or
on structural fill. The slabs may be supported on the existing soils provided these soils
can be re -compacted prior to placement of the free -draining sand or gravel underneath
the slab. This sand and gravel layer should be a minimum of four (4) inches thick. We
City of Edmonds
clo Michel Construction, Inc.
January 15, 2008
Page 4
also recommend using a vapor barrier such as 6-mil. plastic membrane beneath the
slab with minimum overlaps of 12 inches for sealing purposes.
PERMANENT FOUNDATION AND RETAINING WALLS:
Retaining walls backfilled on one side only should be designed to resist lateral
earth pressures imposed by the soils retained by these structures. The following
recommended design parameters are for walls less than twelve (12) feet in height,
which restrain level backfill:
Parameter Desi-qn Value
Active Earth Pressure* 35 p.c.f.
Passive Earth Pressure 350 p.c.f.
Coefficient of Friction 0.55
Soil Unit Weight 125 p.c.f.
Where:
(1) P.O. is pounds per cubic foot
(2) Active and passive earth pressures are computed using equivalent fluid
densities.
For restrained walls which cannot deflect at least 0.002 times the wall
height, a uniform lateral pressure of one hundred,(100 p.s.f. should be
added to the active equivalent fluid pressure).
The values given above are to be used for design of permanent foundation and
retaining walls only. An appropriate safety factor should be applied when designing the
walls. We recommend using a safety factor of at least 1.5 for overturning and sliding.
The above design values do not include the effects of any hydrostatic pressures
behind the walls and assume that no surcharge slopes or loads will be placed above the
walls. If these conditions exist, then those pressures should be added to the above
lateral pressures. Also, if sloping backfill is desired behind the walls, then we will need
to be given the wall dimensions and slope of the backfill in order to provide the
appropriate design earth pressures.
Heavy construction equipment should not be operated behind retaining and
foundation walls within a distance equal to the height of the wall, unless the walls are
designed for the -additional lateral pressures resulting from the equipment. Placement
City of Edmonds 0 0
C/o Michel Construction, Inc.
January 15, 2008
Page 5
and compaction of retaining wall ba.ckfill should be accomplished with hand -operated
equipment.
Retaining Wall Backfill
Backfill placed within eighteen (18) inches of any retaining or foundation walls
should be free -draining structural fill containing no organics. This backfill should contain
no more than five (5) percent silt or clay particles and have no particles greater than
four (4) inches in diameter. The percentage of particles passing the No. 4 sieve should
be between twenty-five (25) and seventy (70) percent. Due to their high silt content, if
the native soils are used as backfill, a drainage composite, such as Mirafi and
Enkadrain, should be placed against the retaining walls. The drainage composites
should be hydraulically connected to the foundation drain system. The purpose of these
backfill requirements is to assure that the design criteria for the retaining wall is not
exceeded because of a build-up of hydrostatic pressure behind the wall. The
subsection entitled General Earthwork and Structural Fill contains recommendations
regarding placement and compaction of structural fill behind retaining and foundation
walls.
EXCAVATION AND SLOPES:
As stated, the excavation for the garage level may be undertaken at a 1:1
temporary cut. Experience recommends that temporary Eco-Block shoring be utilized to
minimize excavated material and result in a "clean" foundation zone during construction
(see attached Eco-Block shoring design).
In no case should excavation slopes be greater than the limits specified in local,
state and national government safety regulations. Temporary cuts up to a height of
four (4) feet deep in unsaturated soils may be vertical. For temporary cuts having a -
height greater than four (4) feet' , the cut should have an inclination no steeper than 1: 1
(Horizontal:Verfical) from the top of the slope to the bottom of the excavation. Under
specific recommendations by the geotechnical* engineer, excavation cuts may be
modified for site conditions. All permanent cuts into native soils should be inclined no
steeper than 2:1 (H:V). Fill slopes should not exceed 2H, IV. It is important to note that
sands do cave suddenly, and without warning. The contractors should be made aware
of this potential hazard.
Water should not be allowed to flow uncontrolled over the top of any temporary
or permanent slope. All permanently exposed slopes should be seeded with an
appropriate species of vegetation to reduce erosion and improve stability of the surficial
layer of soil.
City of Edmonds 0 1 9
c/o Michel Construction, Inc.
January 15, 2008
Page 6
DRAINAGE CONSIDERATIONS:
Footing drains are recommended at the base of all footings and retaining walls.
These drains should be surrounded by at least six (6) inches of one -inch -minus washed
rock wrapped in non -woven geotextile filter fabric, (Mirafi 140N, Supac 4NP, or similar
material). At the highest point, the perforated pipe invert should be at least as low as
the bottom of the footing and it should be sloped for drainage. All roof and surface
water drains must be kept separate from the foundation drain system.
No groundwater was observed in any of the 4 test holes during the fieldwork.
Seepage into the planned excavation is possible, and likely if excavation occurs during
winter months, -and if encountered should be drained away from the site by use of
drainage ditches, perforated pipe, French drains, or by pumping from sumps
interconnected by shallow connector trenches at the bottom of the excavation.
The excavation of the site should be graded so that surface water is directed off
the site and away from the tops of slopes. Water should not be allowed to stand in any
area where foundations, slabs, or pavements are to be constructed. Any exposed
slopes to be covered with plastic to minimize erosion. Final site grading in areas
adjacent to buildings should be sloped at least two (2) percent away from the building,
except where the area adjacent to the building is paved.
GENERAL EARTHWORK AND STRUCTURAL FILL:
The proposed building and pavement areas should be stripped and cleared of all
Surface vegetation, all organic matter, and other deleterious material. The stripped or
removed materials should not be mixed with any materials to be used as structural fill.
Structural fill is defined as any fill placed under the building, behind permanent
retaining or foundation walls, or in other areas where the underlying soils needs to
support loads. This engineer should observe site conditions during and after excavation
prior to placement of any structural fill.
I
. All structural fill should be placed in horizontal lifts with a moisture content at or
near the optimum moisture content. The optimum moisture content is that moisture
content which results in the greatest compacted dry density. The moisture content of fill
soils - is very important and must be closely controlled during the filling and compaction
process.
The allowable thickness of the fill lift will depend on the material type, compaction
equipment, and the number of passes made to compact the lift. In no case should the
City of Edmonds 0,
c/o Michel Construction, Inc.
January 15, 2008
Page 7
lifts exceed twelve (12) inches in loose thickness., The following table presents
recommended relative compaction for structural fill:
Location of Fill Placement
Beneath footings, slabs or walkways
Behind retaining walls
Beneath pavements
Minimum Relative
Compaction
95%
90%
95% for upper 12 inches of
Sub -grade, 90% below that level
Where: Minimum relative compaction is the ratio, expressed in percentages, of
the compacted dry density to the max imum dry density, as determined in
accordance with ASTM Test Designation D-1557-78 (Modified Proctor).
Use of On -Site Solis
If grading activities take place during wet weather, or when the sandy, on -site
soils are very wet, site preparation costs may be higher because of delays due to rains
and the potential need to import granular fill. The on -site soils are generally sandy and
thus are not highly moisture sensitive. Grading operations will be difficult when the
moisture content of these soils greatly exceeds the optimum moisture content.
a Moisture sensitive soils will also be susceptible to excessive softening and
pumping" from construction equipment traffic when the moisture content is greater than
the optimum moisture content.
Ideally, structural fill, which is to be placed in wet weather, should consist of a
granular soil having no more than five (5). percent silt or clay particles. The percentage
of.particles passing the No. 200 sieve should be measured from that portion of the soil
passing the three -quarter -inch sieve.
The use of "some" on -site soils for fill material may be acceptable if the upper
organic materials are segregated and moisture contents are monitored by engineering
inspection.
DRAINAGE CONTROLS:
No drainage problems were evident with the existing building and overall
property at 316 Walnut St. It is understood that the new 7-unit building will comply with
City of Edmonds
clo Michel Construction, Inc.
January 15, 2008
Page 8
City of Edmonds requirements for gutters, downspouts and storm water control tight
lines into the existing City of Edmonds storm water system.
CONCRETE:
All foundation concrete (footings, stem walls, slabs, any retaining walls, etc.)
shall have a minimum cement content of 5-U2 sacks per cubic yard of concrete mix.
TEMPORARY ECO-BILOCK SHORING:
As previously mentioned, - it is a contractor choice to open cut the excavation at
no steeper than 1: 1 declination.
However, practical experience strongly recommends the use of temporary Eco-
Block shoring to minimize removal of excavated material and result in a "clean"
foundation zone during construction (see attached Eco-Block shoring design).
INSPECTIONS:
The recommendations of this report are only valid when key geotechnical
aspects are inspected by this engineer during construction:
0 Soil cuts
• Foundation sub -grade verification
• Temporary Eco-Block shoring, if required
• Any retaining wall, or rockery placement
• Any fill placement
• Subsurface drainage installation
• Temporary and permanent erosion control measures
SUMMARY:
The proposed Michel Construction 7-unit building at 316 Walnut St., Edmonds,
Washington is geotechnically viable when constructed in accordance with the
recommendations herein, compliance with City of Edmonds approved plans and
requirements, and key geotechnical inspections during construction.
CLOSURE:
The findings and recommendations of this report were prepared in accordance
with generally accepted professional engineering principles and practice. No other
warranty, either express or implied, is made. The conclusions are based on the results
City of Edmonds
c/o Michel Construction, Inc.
January 15, 2008
Page 9
of the field exploration and interpolation of subsurface conditions between explored
locations. If conditions are encountered during construction that appear to be different
than those described in this report, this engineer should be notified to observe the
situation and review and verify or modify the recommendations.
If there are anyquestons, do not hesitate to call.
a iowz 'A
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100.
Dennis M. Bruce, P.E.
Geotechnical I Civil Engineer
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SOILS * FOUNDATIONS - SITE DEVELOPMENT - INSPECTION - DRAINAGE - DESIGN PERMIT 0 LEGAL MVED
P.O. Box 55502 - Shoreline, WA 9B155 - (206) 546-9217 - FAX (206) 546-8442 REC--
-JAN 27 2009
DMWPMEW SENCES CTF
Cffy OF EDMONDS
0
0
Dennis M. Bruce, P.E.
M.S.C.E., M.B.A. Geotechnical / GMI Engineer
January 30, 2009
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
Subject: Field Reports/ Geotechnical Inspections
316 Walnut St., Edmonds, Washington
Michel Construction Multi -Unit Building
City of Edmonds Permit No. 2008-0031
RECEIVED
2009
ENGINEERING DIASION
This engineering report presents the results of ongoing geotechnical inspections
for the multi -unit building at 316 Walnut Street. These inspections were required by the
City of Edmonds Special Inspection Agreement dated December 2, 2008.
REFERENCES:
• Geotechnical Report by D. Bruce, P.E., dated January 15, 2008
• July 8, 2008 Soil Cut Temporary Shoring Plan by D. Bruce, P.E.
• City of Edmonds Inspection Authorization Agreement
• Site photographs
INSPECTIONS:
This engineer performs daily inspections during excavation, shoring installation,
and grading operations.
1. Excavation: Excavation encountered silty sandy soils for approximately three
feet (3) of depth. Below this nominal three-foot level, extremely dense glacially
consolidated "till" soils were encountered.
Project excavator measured and planned on installing temporary eco-block
shoring in accordance with the July 8, 2008 plan. All cuts were geotechnically
stable.
SOILS * FOUNDATIONS * SITE DEVELOPMENT * INSPECTION * DRAINAGE * DESIGN & PERMIT * LEGAL
P.O. Box 55502 * Shoreline, Washington 98155 * (206) 546-9217 * FAX (206) 546-8442
0. 0
City of Edmonds
Re: Michel Construction, Inc., 316 Walnut
January 30, 2009
Page 2
This engineer made an on -site recommendation to "trim" the upper three to four
feet (3'- 4') by "back grading" to a 1:1 slope. (This back grading greatly reduces
any possibility of erosional sloughing).
Additionally, this engineer recommended specific locations (similar to the original
locations in the July 8, 2008 plan) regarding extent of eco-block shoring.
Further,. based on the extreme density of the native soils, this engineer
recommended that the excavation be re -measured in order to avoid any over -
excavation. (it makes no geotechnical sense to over -excavate "rock hard" soil
and replace with eco-blocks).
2. Tempora[y Shoring: On -site inspections verified proper placement of temporary
eco-block shoring along the majority of the south excavation zone, and
approximately one-third (1 /3) of the east excavation zone. See photographs.
This engineer verified that all base blocks were properly embedded in compacted
crushed rock. Subsequent eco-blocks were properly linked and battered.
All temporary eco-blocks are approved, as placed.
3. Soil Bearing: The extremely dense native soils easily provide a minimum of
4,000 p.s.f. bearing capacity. OK to proceed with foundation formwork,
reinforcing steel and concrete in accordance with City of Edmonds approved
plans.
NOTE: The dense glacial till provides superb bearing capacity, however, is
highly subject to "mushiness" during seasonal rains. Contractor may choose to
lay crushed rock to avoid cleaning out formwork at a later date, prior to concrete
placement. This is merely a construction expediency suggestion.
4. Subsurface Drainacie Installation: Not yet installed.
5. Erosion Control: Contractor has established a proper rocked construction
entrance off the rear alleyway. All work is confined within property lines and all
exposed soil cuts have been properly protected with plastic tarps. See
photographs.
All temporary erosion control measures are approved through this date
(January 30, 2009).
0 0
City of Edmonds
Re: Michel Construction, Inc., 316 Walnut
January 30, 2009
Page 3
SUMMARY:
Ongoing geotechnical inspections have verified the overall stability of the
excavation, proper placement of temporary eco-block shoring, and proper
stability and erosion control measures installed.
0 Geotechnical inspections are ongoing.
If there are any questions, do not hesitate to call.
C
" M.
WAS
4 17405
N
Dennis M. Bruce, P.E.
Geotechnical /Civil Engineer
DMB:vIb
cc: Michel Construction, Inc.
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Dennis M. Bruce, P.E.
M.S.C.E., M.B.A. Geotechnical / Civil Engineff
March 6, 2009
City of Edmonds
121 Fifth Avenue North
. . F'P M
Edmonds, WA 98020
Subject: Field Reports/ Geotechnical Inspections
316 Walnut St., Edmonds, Washington
Michel Construction Multi -Unit Building
City of Edmonds Permit No. 2008-0031
RE:CE:1Ve0
MAR 12 20og
DEVE,IORABIT
C,TY 0i: ESDERVICES CTR.
&03
This engineering report presents the results of ongoing geotechnical inspections
for the multi -unit building at 316 Walnut Street. These inspections were required by the
City of Edmonds Special Inspection Agreement dated December 2, 2008.
REFERENCES:
• Geotechnical Report by D. Bruce, P.E., dated January 15, 2008
• July 8, 2008 Soil Cut Temporary Shoring Plan by D. Bruce, P.E.
• City of Edmonds Inspection Authorization Agreement
• Previous inspection reports and photographs
INSPECTIONS:
This engineer continues to perform on -site inspections as required by the City of
Edmonds Testing Agreement regarding geotechnical aspects.
1. Excavation: As previously discussed, the excavated soils are extremely dense
and stable.
The majority of the excavation did not require temporary shoring. The southeast
corner did require temporary eco-blocks. See photographs.
Contractor has properly protected all excavation cuts with very effective plastic
tarp covering. The entire excavation is stable through this date (March 6, 2009).
2. Temporary Shoring: This engineer has verified placement of the temporary eco-
block shoring for the majority of the south property line excavation, and a portion
of the east property line excavation. See project plans and photographs.
SOILS * FOUNDATIONS * SITE DEVELOPMENT * INSPECTION * DRAINAGE * DESIGN & PERMIT * LEGAL
P.O. Box 55502 * Shoreline, Washington 98155 * (206) 546-9217 * FAX (206) 546-8442
0 .0
City of Edmonds
Re: Michel Construction, Inc., 316 Walnut
March 6, 2009
Page 2
All temporary eco-block shoring continues to perform properly, with no evidence
of any geotechnical distress. No bulging, no slippage, nor any evidence of
movement. All temporary shoring is approved, through this date, March 6, 2009.
3. Soil Bearing: This engineer previously verified extremely dense native subgrade
soils providing a minimum of 4,000 p.s.f. bearing capacity.
Subsequent geotechnical inspections verified proper placement of formwork,
reinforcing steel and concrete foundations. All concrete foundations and stem
walls are geotechnically approved.
4. Subsurface Drainage Installation: Not yet installed.
5. Erosion Control: Contractor continues to properly maintain the temporary erosion
control measures: rocked alleyway construction entrance, perimeter siltation
fencing, and plastic tarp protection of all exposed earth surfaces (excavated
zones).
There have been no adverse erosion control problems to date (March 6, 2009).
Inspections ongoing.
SUMMARY:
Continuing geotechnical inspections have verified stability of all excavations,
temporary eco-block shoring performance, proper placement of foundation
footings and stem walls, and temporary erosion control measures that are well
maintained.
0 Geotechnical inspections are ongoing.
If there are any questions, do not hesitate to call.
a"'� A 4 -N�� I P
n r% r%; K A 0 D C:
%I- Q . I U%Wquo' . .
Geotechnical /Civil Engineer
DMB:vIb
cc: Michel Construction, Inc.
IN
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M.S.C.E., M.B.A.
Dennis M. Bruce, P.E.
June 1, 2009
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
Subject: Field Reports/ Geotechnical Inspections
316 Walnut St., Edmonds, Washington
Michel Construction Multi -Unit Building
City of Edmonds Permit -No. 2008-0031
Geotechnical /Civil Engineer
cou 6 0 NRf
This engineering report presents the results of ongoing geotechnical inspections
for the multi -unit building at 316 Walnut Street. These inspections were required by the
City of Edmonds Special Inspection Agreement dated December 2, 2008.
REFERENCES:
• Geotechnical Report by D. Bruce, P.E., dated January 15, 2008
• July 8, 2008 Soil Cut Temporary Shoring Plan by D. Bruce, P.E.
• City of Edmonds Inspection Authorization Agreement
• Previous inspection reports and photographs
INSPECTIONS:
This engineer continues to perform on -site inspections as required by the City of
Edmonds Testing Agreement regarding geotechnical aspects.
1. Excavation: All excavation has remained stable throughout the project. As
previously discussed, portions of the site required temporary eco-block shoring,
which was installed successfully. The temporary shoring had no adverse
impacts, and has since been properly backfilled. All excavation is stable through
this date (June 1, 2009).
2. Tempora[y Shoring: Previously discussed and verified. All temporary shoring
has been successfully backfilled.
3. Soi Bearina: The dense, native subgrade soils provided 4,000 p.s.f. bearing
capacity. All foundations have been properly placed and are geotechnically
approved.
SOILS e FOUNDATIONS SITE DEVELOPMENT e INSPECTION * DRAINAGE 0 DESIGN& PERMIT 0 LEGAL
P.O. Box 55502 Shoreline, WA 98155 - (206) 546-9217 - FAX (206) 546-8442
City of Edmonds
Re: Michel Construction, Inc., 316 Walnut
June 1, 2009
Page 2
4. Subsurface Drainage Installation: This engineer's inspections verified proper
placement of subsurface drainage and drainage material along the exterior
foundation stem walls. See photographs. Approved.
5. Erosion Control: Contractor continues to properly maintain the temporary erosion
control measures: rocked alleyway construction entrance, perimeter siltation
fencing, and confinement of all work within property lines.
There have been no adverse erosion control problems to date (June 1, 2009).
Inspections ongoing, as required by City of Edmonds.
SUMMARY:
Continuing geotechnical inspections have verified the stability of the
foundations, excavation, subsurface drainage, backfill (to date) and temporary
erosion control measures.
0 Periodic geotechnical inspections will continue, as required by City of Edmonds.
If there are any questions, do not hesitate to call.
Dennis M. Bruce, P.E.
Geotechnical /Civil Engineer
DMB:vlb
cc: Michel Construction Inc.
0
16CUSTOM DESIGN & ENGINEERING, INC
STRUCTURAL ANALYSIS & DESIGN
MEMO
Date: July 7, 2009
Reference project: 316 Walnut
Reference Permit# 2008-0031
It is acceptable to use I inch diameter x 12" Simpson expansion bolts to attach the steel tube
columns to the footings.
Alex K Moroseos, P.E., S.E.
0 0q
369
"61 L
ONTAI.
11006 60TH AVE WEST - MUKILTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
0
Dennis M. Bruce, P.E.
M.S.C.E., MBA Geotechdcal / Civil Engineer
October 9, 2009
City of Edmonds
1-21 Fifth Avenue North
Edmonds, WA 98020
Subject: Field Reports/ Geotechnical Inspections
316 Walnut St., Edmonds, Washington
Michel Construction Multi -Unit Building
City of Edmonds Permit No. 2008-0031
kfic,ROFILM
This engineering report presents the results of ongoing geotechnical inspections
for the multi -unit building at 316 Walnut Street. These inspections were required by the
City of Edmonds Special Inspection Agreement dated December 2, 2008.
REFERENCES:
• Geotechnical Report by D. Bruce, P.E., dated January 15, 2008
• July 8, 2008 Soil Cut Temporary Shoring Plan by D. Bruce, P.E.
• City of Edmonds Inspection Authorization Agreement
• Previous inspection reports and photographs
INSPECTIONS:
This engineer continues to perform on -site inspections as required by the City of
Edmonds Testing Agreement regarding geotechnical aspects.
1. Excavation: As previously discussed, all excavation for this site has remained
stable throughout the project. Portions of the site did require temporary eco-
block shoring, which was properly installed, and has since been properly
backfilled.
2. Temporary Shoring: All temporary eco-block shoring was properly placed,
remained stable throughout the entire project, and has been successfully
backfilled. Approved.
3. Soil Bearing: The dense, native subgrade soils provided 4,000 p.s.f. bearing
capacity. All foundations have been properly placed and are geotechnically
approved.
SOILS * FOUNDATIONS * SITE DEVELOPMENT * INSPECTION * DRAINAGE * DESIGN & PERMIT * LEGAL
P.O. Box 55502 * Shoreline, Washington 98155 * (206) 546-9217 * FAX (206) 546-8442
0
0
City of Edmonds
Re: Michel Construction, Inc., 316 Walnut
October 9, 2009
Page 2
4. Subsurface Drainacie Installation: This engineer's inspections verified proper
placement of subsurface drainage and drainage material along the exterior
foundation stem walls. See photographs.' Approved.
5. Backfill: This engineer inspected and verified that all backfilled was properly
completed. Free draining granular material was placed in compacted lifts under
this engineer's inspections. Approved.
6. —Erosion Control: To date (October 9, 2009), contractor continues to properly
maintain the temporary erosion control measures: rocked alleyway construction
entrance, perimeter siltation fencing, and confinement of all work within property
lines.
There have been no adverse erosion control problems to date (October 9, 2009).
Inspections ongoing, as required by City of Edmonds.
SUMMARY:
Continuing geotechnical inspections have verified the stability of the
foundations, excavation, subsurface drainage, all backfill for entire project, and
proper temporary erosion control measures.
0 Periodic geotechnical inspections will continue, as required by City of Edmonds.
If there are any questions, do not hesitate to call.
Dennis M. Bruce, P.E.
Geotechnical /Civil Engineer
DMB:vIb
cc: Michel Construction, Inc.
0
VAR 12 2010
Dennis M. Bruce, P.E.
M.S.C.E., M.B.A. Geotechnical/CiW Engineer
March-8,2010
Vil 4 ROPLA
City of Edmonds
Development Services Division
121 Fifth Avenue North
Edmonds, WA 98020
Subject: Final. Report - Geotechnical Inspections
61 ' 8 Glen Street
Michel Construction Multi-Unft Project
Permit No. 2006-0955
This engineering report presents the final results of geotechnical inspections for
the mult-unit Michel Construction project at 618 Glen Street. These inspections were
. required as a condition of permit by the Cfty of Edmonds Testing Agreement dated
February 7, 2007.
REFERENCES:
• City of Edmonds approved project plans
• Geotechnical and Inspection Reports by D_ Bruce, P.E.
• Site photographs
IN$PECTIONS:
This engineer has performed on -site geotechnical inspections as required by the
City of Edmonds. All geolechhical'ihs""pection items have noW been properly completed,
including permanent erosion control measures, landscaping and rockeries.
Edmonds lngMction Items / Summa[y:
1. Excavatign: Previously verified and approved.
2. Soil Bearing: Previously verified as to proper placement of structural fill and all
foundation elements properly placed.
3. Structural Fill: Previously inspected and approved.
SOILS * FOUNDA77ONS - SITE DEVELOPMENT * INSPEC77ON w DRAINAGE * DESIGN& PERMIT * LEGAL
P.O. Box 55502 - Shoreline, WA 98155 - (206) 546-9217 - FAX (206) 546-6442
City of Edmonds
Re: Michel Project, 618 Glen Street
March 8, 2010
Page 2
4. Foundation Bea "n: Previously inspected --and approved. , �
5. Subsurface Drainage: Installed and approved.
6. Erosion Control: This engineer has performed periodic inspections, particularly
during periods of heavy rains and any snowfall events. No adverse erosional
impacts -were observed. Contactor properly maintained siltation fencing, rocked
construction entrance, and confinement of all work within property limits.
Ei—nal inspection verified all permanent erosion control measures have been
properly completed: landscaping rockeries and landscaping (including beauty
bark placement, shrubbery, and lawn). There are no exposed earth surfaces.
All permanent erosion control measures have been properly completed and are
geotechnically approved.
SUMMARP.
All geotechnical inspection items per City of Edmonds have been properly
completed, including all permanent erosion control measures and stabilization
rockery walls.
0 This report completes geotechnical inspection duties by D. Bruce, P.E.
If there are any questions, do not hesitate to call.
Dennis M. Bruce, P.E.
Geotechnical /Civil Engineer
DMB:vlb
cc: Michel Construction
OCT-23-2010 11:12AM NO, 133 P. 1
Dennis M. Bruce, RE,
M.S.C.E., M.B.A. Geotechnical /Civil Engineer
October 12,2009
City of 5dmonds jo
121 Fifth Avenue North WAOFILM
Edmonds, WA 96020
Subject: Final Report/ Geotechnical Inspections
316 WaIntst St., Edmonds, Washington
Michel Construction MUM -Unit Building
City of Edmonds Permit No. 2008-0031
This engineering repdrt presents the ftW results of ongoing geotechnical
inspections for the multl-unit building at 316 Walnut Street, These Inspections were
required by the City of Edmonds Special Inspection Agreement dated December 2,
P-008,
EMMERNGES:
* Gootachriloal Report by 0, Bruce, P.E,, dated January 16, 2008
9 July 8, 2008 Soil Out Temporary Shoring Plan by D, Bruce, P,E.
# City Of 50monds Inspection Authorization Agreement
is Previous inspection reports and photographs
1N$EE_CTIJ0NS:
This engineer has pefformed on -site inspections as required by the City of
5-dMonds Testing Agreement regarding geotechnical aspeots.
1 - 9namdLm: Stable throughout#*4�Mject and properly backfilled. ApjItMd.
2. lomporary Sibprtng�. All'temporary eco-block shoring was properly plamd,
remained stable throughout the entire projeot, and has been successfully
backfilled. Ap-prQyAd.
3. UlLgmdW: The dense, native subgrade soils provided 4,000 p,s.f. bearing
capacity. All foundations have been properly placed and are geotechnically
aniammed
SOILS 9 FOUNDATIONS * S17 DEVELOPMENT P INSPECTION 4, DRAINAGE P DESIGN& PERMIT * LEGAL
I
P.O. Box 55502 - Shoreline, WA 9s155 - (206) 546-9217 - FAX (206) 64.6-8442
OCT,213.2010 11:12AM 10 le NO. 13 3 P. 2
City of Edmonds
Ple: Michel Construction, Inc., 316 Walnut
October 12, 2010
page 2
4, inomn InMA11 : This engineer's Inspections X91KM proper
placement of subsurface drainage and drainage material along the exterior.
foundation stem walls, See photographs. AjaMygA.
BAOUL This enginoor Inspecteo and verified that all bgokfilled was properly
Completed. Free draining granular mat
erial was placed in compacted lifts under
this engineer's inspections, AVAMod.
6. Eros!Qa _Control: Throughout the project, the contractor properly maintained all
temporary erosion control measures,, rocked alleyway construction entrance,
perimeter siltation fencing, and confinement of all work within property lines.
Permanent Erosion Control Measures: This engineer's recent (October 6, 2010)
inspection "M Ue that ail permanent erosion control measures were properly
installed, There are no exposed earth Surfaces, Landscaping, plarifts, beauty
bark, eta., has all been properly placed,
The overall site Is gootechnically ft&,
Ail special gootechnical inspection Items, Including permanent erosion control
measures, have been properly completed and are mwtmd.
I
This report completes special engineering
inspections by D. Bruce, RE.
If there are any questions, do not hesitate to call.
M.
WA8
I
Dennis M, Bruce, RE.
Gootechnioal /Civil Engineer
DMB:vlb
00: Michel Constrwotion, Ift
0
9
Inspection Comments
BLD20080031 6 - Apartment/Condo New
Applied: 01/18/2008 Issued: 02/13/2011
Address: 316 WALNUT ST, EDMONDS
ID DATE INSPECTOR
ACTION
1001 - E-Erosion Control/Mobilization
03/17/2009 Zulauf
INC
01/07/2011 LAMBERTJ
CMP
1013 - E-Storm Tightline
05/01/2010 ZULAUF
COM
05/13/2010 lambertj
INC
06/29/2010
ZULAUF
03/03/2011
LAMBERTJ
1015 - E-Storm Detention System
05/07/2010
lambertj
01/07/2011
LAMBERTJ
03/03/2011
LAMBERTJ
1052 - B-Retaining Wall Forms/Location
01/07/2011
LAMBERTJ
03/03/2011
LAMBERTJ
1060 - E-Fire/Aid Address Sign
03/03/2011
LAMBERTJ
1077 - E-Engineering
Final
10/26/2010
MCCONNELL
01/07/2011
LAMBERTJ
03/03/2011
LAMBERTJ
03/08/2011 LAMBERTJ
1106 - B-Setbacks
09/28/2009 steinike
11/05/2009 steinike
1108 - B-Footings
04/14/2010 steinike
1110 - B-Foundation Wall
04/14/2010 steinike
1126 - B-Plumb Rough In
11/12/2009 steinike
04/12/2010 steinike
1132 - 13-Exterior Sheathing
09/22/2009 steinike
11/05/2009 steinike
1136 - B-Shear Nailing
05/18/2010 steinike
1140 - B-Height Verification
09/22/2009 steinike
4/21/2011 2:39:04 PM
COM
CMP
Keydslam
Expires: 02/13/2012
tesc adequate
J. McConnell on site - OK to final
t/I along east and north side of building. ok to b/f
Partial - Verified mudding and connection to detention
system (see civils)
west t/I connected to outfall end of detention-ok to backfill
OK to final
INC OK to backfill - Verified mudding
COR J.McConnell was on site - Correction notice given - See
attached
CMP Final Approved
COR Correction notice given - See attached
CMP OK to final
CMP Building inspected
Com Final Geotech report attached.
COR J.McConnell on site - Correction Notice given - See attached
COR OK to final once abandoned water service line has been cut
and capped at the main
CMP Per J.McConnell - Public Works will cut and cap water
service line - Final Approved
INC
CMP
CMP
CMP
INC
CMP
INC
CMP
CMP
CMP
Meet on site gave correction notice.
Reviewed Engineering letter.
Reviewed Engineering letter.
Not ready!
Roof Sheathing Only!
Page 1 of 2
ID DATE INSPECTOR
ACTION
COMMENT
1142 - B-Framing
04/06/2010 steinike
INC
Wrote correction Notice, Top Floor only!
04/07/2010 steinike
INC
Wrote Correction Notice!
04/14/2010 steinike
INC
Wrote Correction Notice.
04/20/2010 steinike
INC
Ok to Insulate, Waiting on Revision.
05/04/2010 steinike
CMP
1144 - B-Wall Insulation/Caulk
04/22/2010 steinike
INC
1 st and 2nd Floor Only!
05/04/2010 steinike
CMP
1146 - B-Floor Insulation/Caulk
05/20/2010 steinike
CMP
1150 - B-Sheetrock Nail
04/27/2010 lawler
INC
partial approval, shaft patches okay, shafts interiors
complete
05/05/2010 steinike
INC
First Layer on lid ok.
05/11/2010 steinike
INC
2nd layer ok!
05/25/2010 steinike
INC
Garage ok.
05/28/2010 steinike
INC
1st layer lid in Garage and Column's.
06/04/2010 steinike
CMP
1158 - B-Building Final
03/08/2011 STEINKE
COR
Gave Correction Notice!
03/17/2011 STEINKE
CMP
1955 - F-Extinguishers
03/16/2011 SMITHM
CMP
APPROVED
1975 - F-Fire Dept Inspection
03/16/2011 SMITHM
CMP
APPROVED
1980 - F-Addressing Visibility
03/16/2011 SMITHM
CMP
APPROVED
1985 - F-Fire Final
03/16/2011 SMITHM
CMP
APPROVED
2000 - P-Planning Final
01/10/2011 CLUGSTON
CMP
Facades match approved ADB-06-149-, landscaping
matches revised landscaping plan approved 11/3/10
3000 - B-Hydronics
04/14/2010 steinike CMP
3004 - X-Special Inspection
03/17/2011 STEINKE CMP
4/21/2011 2:39:04 PM Page 2 of 2
0
January 15, 2009
Ann Bullis
Building Official
City of Edmonds
121 5th Avenue North
Edmonds, Washington 98020
Re: PCK20080031
Site Address: 316 Walnut St.
Dear Ms. Bullis:
This letter serves to request a plan check extension for 360 days on the above
referenced plans due to the fact that this is a multi -family permit.
If you have any further questions please call or e-mail.
Sincerely,
P
Dwight McGrew
Vice President UP
Michel Construction Inc.
425.776.2211
E
0
July 3, 2008
Ann Bullis
Building Official
City of Edmonds
121 5th Avenue North
Edmonds, Washington 98020
Re: BLD2008-0031
Site Address: 316 Walnut St.
Dear Ms. Bullis:
RECEIVED
JUL 0 7 20M
%TTY1'*0F"=W
This letter serves to request a plan check extension for 180 days on the above
referenced plans due to the fact that this is a multi -family permit.
If you have any further questions please call or e-mail.
Thank you,
ra
Dwight R. McGrew
Michel Construction Inc.
425.776.2211
michelbz(?
,imlink.com -7
Umbaugh, Theresa
From: Bullis, Ann
Sent: Monday, July 07, 2008 6:53 AM
To: Urnbaugh, Theresa
Subject: FW: BLD2008-0031
Theresa,
Please process and I will sign.
Thanks,
1InI7 BUIUS, CBO
Building Of
.ficial
City of Edinonds
(425) 771-0220
bullis@ci. ednionds. wa. us
----- Original Message -----
From: Dwight McGrew [mailto:dwight@michelproperties.com]
Sent: Thursday, July 03, 2008 12:52 PM
To: Bullis, Ann
Subject: BLD2008-0031
Am,
Congratulations on the promotion, I suppose it has its good and bad points. Any way, I just wanted to
get this plan check extension in as I will be out of town when it expires. Please email or call if you have
any questions.
WINKIIII-91
GARY HAAKENSON
ITY OF EDMONDS MAYOR
f 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: www.d.edmonds-wa.us
DEVELOPMENT SERVICES DEPARTMENT
117 C. Planning - Building - Engineering
June 20, 2008
Michel Construction
Dwight McGrew
7907 212th St SW #102
Edmonds, WA 98026
Re: Building Permit Application: BLD2008-00-3) I / 7 Unit Condo
Site Address: 316 Walnut Street
Expiration Date: 7/18/08
Dear Dwight McGrew:
The purpose of this letter is to inform you that the above refierenced permit application
will expire on 7/18/08. According to Edmonds Cornmunity Development Code Chapter
19.00.005(A)(5), applications are only valid for a period of' 180 days unless a written
request for extension is submitted to the Building Offictial. If an application extension is
I
granted it may only be extended for an additional 180 days For a total period of one year.
If you need an extension on the subject permit application you must submit a request in
writing to the Building Offictial prior to plan review expiration.
Please be advised, once the permit application expires, the application materials and plans
will be destroyed within ten working days. Also, if the project is pursued in the future a
new permit application and new fees will be required.
If you have any questions, please feel free to call our offices at 425-771-0220.
S I rice -ely,
Z
--- T /R Otmua/ug//Pl/�
h/ re
Senior Permit Coordinator
1-\"1'emp\DST's\Master Letters\App Due to expire 10/2 1 /00
Incorporated August 11, 1890
Sister City - Hekinan, Japan
Umbaugh, Theresa
From:
Bullis, Ann
Sent:
Wednesday, September 09, 2009 8: 10 AM
To:
Umbaugh, Theresa
Cc:
Steinike, Russell
Subject:
FW: Setbacks at 316 Walnut
9fi—EL
LIU
4929 BLDG
KING.pdf (16 KB
FYI -- Russ will be notifying them of the deficiencies in the survey document.
Ann Bullis, CBO
Building Official
City of Edmonds
121 5th Ave N
Edmonds, WA 98020
425-771-0220
----- Original Message -----
From: Rob Michel [maiIto:Rob@micheIproperties.com]
Sent: Tuesday, September 08, 2009 9:35 AM
To: Steinike, Russell; Bullis, Ann
Subject: Setbacks at 316 Walnut
Michael S. Morris, PLS
Survey Manager
LSA Engineering, Inc.
19400 33rd Avenue W.
Lynnwood, WA. 98036
425-775-1591
mikem@lsaengineering.com
0
WALNUT STREET
32.50,
0,
32.50'
16.50'
qll\3-
9 L
-P�-
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:7
FTI
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CUSTOM DESIGN & ENGINEERING, INC
STRUCTURAL ANALYSIS & DESIGN
RESPONSE LETTER 2
Date: 10-04-08
Reference project: PERMIT #2008-0031
ITEM 22
SEISMIC DESIGN
Maximum considered earthquake spectral response accelerations
Given position:
Washington,Snohomish ....... WA,Area
Lat = 47.805, Long = - 122.371
Short period, �� = 121.7 % of g
I second period, S I = 42.7 % of g
Site class and adjusted maximum spectral accelerations:
Site class = D
Site coefficient, F, = 1.01 Table 11.4-1 - Interpolated
Site coefficient, F, = 1.57 Table 11.4-2 - Interpolated
The adjusted maximum spectral response per § 11.4.3
S ms= F�Ss= 1.0](1.22) 1.23g Eq 11.4-1
S m 1 = F, S I = 1.5 7(0.43) 0.67g Eq 11.4-2
Design spectral accelerations parameters:
S DS = 2/3S ms = 2/3(l.23g) = 0.82g Eq 11.4-3
S DI = 2/3S m, = 2/3(0.67g) = 0.45g Eq 11.4-4
!RUB
Building category and importance factors:
PF
Category = I I (per Table 11.5-1)
0
Category = I (as defined per footnote a)
Importance factor, 1, = 1.00
Seismic Design Category (SDC)
Table 11.6-1, Pg 116
For S DS = 82.21g, SDC = D
Table 11.6-2, Pg 116
For S DI = 44.78g, SIDC = D
SDC D controls.
Building system
K. Light frame walls with shear panels - wood structural panels/sheet
steel panels
11006 60'rH AVE WEST - MUKILTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
CUSTOM DESIGN & ENGINEERING, INC
STRUCTURAL ANALYSIS & DESIGN
R = 6.5 (Table 12.2- 1)
0 0 = 3.0 (2.5 for flexible diaphragm - Note 9)
C,j = 4.0
Building element weights
Level 3, Roof weight = 15.0 psf
Exterior wall weight = 12.0 psf
Interior partition wall weight = 10.0 psf
Level 2, Floor weight = 22.0 psf
Exterior wall weight = 12.0 psf
Interior partition wall weight = 10.0 psf
Level 1, Floor weight = 22.0 psf
Exterior wall weight = 12.0 psf
Interior partition wall weight = 10.0 psf
Building weights lumped on roof and floor diaphragms
Total levels = 3
At Roof Level
W R = Roof weight x Area + 1/2 x Partition weight x Area + 1/2 x Ext Wall weight x Perim
x Height
W R = 15.0 psf x 5714 sq.ft. + 1/2 x 10.0 psf x 5714 sq.ft. + 1/2 x 12.0 psf x 325 ft x 8.0 ft =
129880 lb
At Floor Level 2
At typical floor level,
Wp- Floor weight x Area + Partition weight � Area + (1/2 Ext Wall-upr + 1/2 Ext Wall-lwr)
x Ave Perim x Ave Height
W2= 22.0 psf x 5828 sq.ft. + 10.0 psf x 5828 sq.ft. + (1/2 x 12.0 psf + 1/2 x 12.0 psf) x 328 ft
x 9.0 ft = 221896 lb
At Floor Level I
141 22.0 psf x 6090 sq.ft. + 10.0 psf x 6090 sq.ft. + (1/2 x 12.0 psf + 1/2 x 12.0 psf) x 330 ft
x 10.0 ft = 234480 lb
Total weight 129880 + 221896 + 234480 586256 lbs
Compute structure period
Structure type: All other structures
Cl = 0.020 (Table 12.8-2)
Structure height, h. = 28.00 ft.
T. = C7-(h� )34 = 0.020(28.00 )114 = 0.243 sec. (Eq 12.8-7)
Compute base shear
11006 60'm AVE WEST - MUKILTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
CUSTON ENGINEERING, INC
STRUCTURAL ANALYSIS & DESIGN
The design value of C, is the smaller value of
1,S DS/ R = 1.00(0.82)/6.50 0. 1265 EQ 12.8-2
and
C, = 1, S (R T,, 1.00(0.45)/[(6.50)(0.24)] = 0.2830 EQ 12.8-3
but not less
C' =0.01 EQ 12.8-4
Therefore C, = 0. 1265
Design base shear, V= C, W= 0.126(586256) = 74145 lbs (74.1 kips) Eq 12.8-1
Vertical distribution of force
F� = C�., V EQ 12.8-11
where
Wx h k
C" = -
EWihi k
Eq 12.8-12
Compute distribution component, k
k = 1.0 for T,,:5 0.5 seconds, and k= 2
for T,> 2.5. Interpolate
k for T,,between this range.
T� = 0.243, k = 1.00
Level x
k
hx h lvx
k
ivx-h
CIX
Fx=C,,xV
Fxlivx=S,,
3
28.0 28.0 129.9 k
3637
0.349
25.9 k
0.199
2
20.0 20.0 221.9 k
4438
0.426
31.6 k
0.142
1
10.0 10.0 234.5 k
2345
0.225
16.7 k
0.071
sum
586 k
10419 k-ft
74 k
Compute diaphragm shear(s) per ASCE 7-05 §12.10.1.1
n
I Fj
Fp, = 1. =x W
11 Px
Wi
Min Fpx 0.20S DS 1, lVpx
Max F,,., 0.40S DS I, lVp-,
Level
I vpx
Fj
Fp�
Min F,,x
Max Fp,
Design Fpx
3
129.9 k
25.9 k
25.9 k
21.4 k
42.7 k
25.9 k
2
221.9 k
31.6 k
36.2 k
36.5 k
73.0 k
36.5 k
1
234.5 k
16.7 k
29.7 k
38.6 k
77.1 k
38.6 k
Level
Before
Now
%-dif
3
2S.7
25.9
1%
2
2S.6
31.6
23%
1
13.6
16.7
23%
11006 60"'" AVE WEST - MUKILTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
CUSTOM DESIGN & ENGINEERING, INC
STRUCTURAL ANALYSIS & DESIGN
Design Loads @ Level 3
Direction
Wall
Wind
Force
lb
Seismic
before(l)
lb
Seismic
after(2)
lb
SW
Length
ft
Total
shear (3)
Shear
I b/ft
SWID(4)
REVISE
DWG
UPLIFT
(5)
I
Grid 1
2355
7343
7416
23.17
7416
224.1
SW-2
1255
1
Grid 2
2791
8703
8790
57.51
8790
107.0
SW-1
599
1
Grid 3
2120
6611
6677
16.5
6677
283.3
SW-3
1586
1
Grid 4
1684
5251
5304
35.43
5304
104.8
SW-1
587
2
Gri A
2373
7449
7523
17.01
7523
309.6
SW-3
1734
2
Grid B
4503
14137
14273
44.51
14273
224.5
SW-2
REVISE
3.2.57
2
Grid C
2129
6683
6750
1 35.58
65��-
SW-1
744
Notes:
1. Seismic design forces from original analysis.
2. Seismic design forces with additional gyperete loads.
3. Total shear is the summation of the shear forces above this level.
4. The original SW mark.
5. The revised SW mark.
Des3xin Loads @ Level 2
Direction
Wall
Wind
Force
lb
Seismic
before
lb
Seismic
after
-
lb
SW
length
-------- ---
ft
Total
shear
Shear
lb/ft
SW ID
REVISE
DWG
UPLIFT
1
Grid 1
2788
7149
8793
22.88
16210
495.9
SW-5
4463
1
Grid 2
330S
8473
10422
57.38
19212
234.4
SW-2
REVISE
2109
1
Grid 3
2S10
6437
7918
16.5
1459S
619.2
SW-5
5572
1
Grid 4
1994
5113
6289
33.76
11S93
240.4
SW-2
2163
2
Grid A
2672
6894
8480
19.63
16003
570.7
SW-6
5136
2
Grid B
5399
14021
17246
44.51
31519
495.7
SW-4
4461
2
Grid C
2727
1 7127
8766
30.13
15516
360.5
SW-4
REVISE
1 3244
11006 60' M AVE WEST - MUKILTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
CUSTOM DESIGN & ENGINEERING, INC
STRUCTURAL ANALYSIS & DESIGN
es±gn Loads @ Level 1
Direction
Wall
Wind
Force
lb
Seismic
before
lb
Seismic
after
lb
SW
length
ft
Total
shear
Shear
lb/ft
SW ID
REVISE
DWG
UPLIFT
1
Grid 1
2938
3649
4488
18.89
20698
767.0
SW-6
6903
1
Grid 2
3483
4325
5320
1 42.51
24S32
404.0
SW-4
REVISE
3636
1
Grid 3
2646
3286
4042
74.63
18636
174.8
SW-1
1573
1
Grid 4
2101
2610
3210
40.14
14803
258.1
SW-3
REVISE
2323
2
Grid A
2833
3586
4411
29.01
20414
492.6
SW-4
REVISE
4433
2
Grid B
5690
7201
8857
45.25
40376
624.6
SW-5
5621
2
Grid C
2856
3616
1 4448
1 21.38
19964
653.6
1 SW-6
5883
ITEM 23 - See detail 1/S-2.4.
ITEM 24 - The concrete wall w/its continuous footings can support the vertical loads. The
columns which contact the slab have their own footings.
Item 25 - Rockery to be designed by GEO-TECH.
Item 26 - See attached deck post detail. This will be added to the arch. plans.
ITEM 27 - Note e applies to abutting edges as the response before. We have added a new
detail IC/S-1 to show stagger nailing @ double members.
ITEM 28 - No blocking is required as the previous response and figure from the Til
manufacturer indicates.
Item 29- Detail 2B/S-2.2 shows maximum 1/4" over -hang.
Item 30 - This is revised to detail 7/S-2.3.
Item 31 - Same as item 29.
Item 32 - See detail 2/S-2.1& 3/S-2.1. These details are referenced from section 1/S-2.1.
Item 33 - See detail 3/S-2.1 & 3/S-2.2.
Item 34 - See detail 1/S-2.4 (as stated before).
11006 60M AVE WEST - MUKILTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
CUSTOM DESIGN & ENGINEERING, INC
STRUCTURAL ANALYSIS & DESIGN
Item 35 - See detail 1/S-2.3 (as stated before). The wall is fully reinforced at the ledge support
the reaction is only 20 kips.
Item 36 - See detail 1/S-2.4 (as stated before).
Item 37 - Same as item 36.
Item 38 - TJI's can be used provided the deck, is fully water proofed.
Item 39 - Detail 1/S-2.2 can eb used.
Item 40 - See details 3/S-2.3 & 4/S-2.3.
Item 41 - Again, see detail 10/S-2.3.
Item 42 - CCQ connectors are shown on plan.
Item 43- Detail 3/S-2 shows the HI clips for uplift.
Alex K Moroseos, P.E., S.E.
1100660 TH AVE WEST - MUKILTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
0
2 X PT PLATE
(RIP FROM 2 X 12)
JOIST PER PLAN
0
4X4 PTHF1 POST
9 5 FT O.C. (MAX)
(4) 16d COMMONS
(JOIST TO PLATE)
(4) 16d COMMONS
2 x 10 PT BLOCKING
TYPICAL DECK POST MOUNTING DETAIL
4X4 PTHF1 POST
9 5 FT O.C. (MAX)
2 X MOUNTING PLATE
24" -�_ \\— 2 X 10 PT BLOCKING
JOIST PER PLAN
2 X 10 PT BLOCKING
I
McConnell, Jeanie
From: Rob Michel [rob@michelproperties.com]
Sent: Thursday, April 17, 2008 8:17 AM
To: Gebert, David
Cc: Bowman, Duane; McConnell, Jeanie; Donna L. Breske; Dwight McGrew
Subject: Re: 316 Walnut - bld20080031 Plan Review Comments *2nd request*
Two Reasons:
In order not to have over 14% driveway grade.
we cannot provide a CB in the alley with a 1211 pipe and provide COE
policy coverage over that pipe.
We want grade the alley to have drainage flow to existing CB.
If I recall those were similar reason for the change on 4th Ave S. Also the change
granted on 4th Ave S was not only a 2% to a 4% slope
from the crown, you allowed a 4% slope from the gutter on west side
of the roadway all the way to the east gutter.
Thanks
Rob
On Apr 17, 2008, at 7:53 AM, Gebert, David wrote:
> Rob,
> If there is a good, compelling reason, we should be able to approve
> 4%.
• However, we will need to know the reason and agree that it is
• compelling.
* Can you please give us an explanation of the reason why you must
* have a
* 4% cross slope in the alley.
> Dave
• ----- Original Message -----
• From: Rob Michel (mailto:rob@michelproperties.comI
• Sent: Thursday, April 17, 2008 7:42 AM
• To: Gebert, David -
• Cc: Bowman, Duane; McConnell, Jeanie; Donna L. Breske; Dwight McGrew
• Subject: Re: 316 Walnut - bld20080031 Plan Review Comments *2nd
• request*
• Dear David:
• We will be submitting a change with the majority of the alley sloping
• 4% to the east just like you approved for 4th Ave S.
• I wanted your approval before your retirement so there would be no
• confusion when you are gone.
• I hope to get a response before tomorrow.
• Good luck on your future and thank you for your years of service to
• Edmonds.
• Sincerely,
• Rob
> On Apr 17, 2008, at 7:08 AM, Gebert, David wrote:
>> Rob,
1
*>'In looking at your clearing and grading plans, they show fat the
>> majority o * f the alley between 3rd and 4th will slope at 1% down from
>> east to west. Your plans show a small area at the north end of the
>> alley sloping at 4% where the alley transition to the street
>> which is
>> shown to slope 5.4% down from east to west. If this is what you are
>> talking about, this is acceptable and we can approve it.
>> If you are talking about something else, please provide us further
>> explanation.
>> Dave
>> ----- original Message -----
>> From: Rob Michel [mailto:rob@michelproperties.comI
>> Sent: Thursday, April 17, 2008 6:41 AM
>> To: Gebert, David; Bowman, Duane
>> Cc: Mctonnell, Jeanie; Donna L. Breske; Dwight McGrew; Scott
>> Schlumberger
>> Subject-: Re: 316 Walnut - bld20080031 Plan Review Comments *2nd
>> request*
>> Dear David and Duane:
>> You may remember the three of us had a meeting at 4th Walnut to
>> discus ' s site,distance challenges at my apartments because the City of
>> Edmonds allowed the developer at 400 Walnut street to grade 4th
>> Avenue
>> without a crown and slope the entire street West to East at 4% grade.
>> I claimed this would cause site distance problem with my property but
>> you both disagreed.
>> Now we are requesting to grade the alley between 4th Avenue and 3rd
>> avenue off of Walnut at 4% West to East. If you are not going to
>> grant
>> this request then I am requesting a meeting with you both as soon as
>> you both are available. Thank you.
>> Rob
O�
OV LQ41,
CITY OF EDMONDS
121 5T H AVENUE NORTH - EDMONDS,WA 98020
P
HONE: (425) 77 1-0220 - FAX: (425) 77 1-0221
STATUS: ISSUED 12/9/2008 Pem& #: BLD20080984
BUILDING PERMIT
Expiration Date: 12/9/2009 Project Address: 316 WALNUT ST, EDMONDS
Parcel No: 27032300414400
PROPERTY OWNER APPLICANT CONTRACTOR
316 WALNUT sT CONDO WALNUT STREET 7-UNIT CONDO WALNUT STREET 7-UNIT CONDO
7907 212TH ST SW # 102 7907 212TH ST SW # 102 7907 212TH ST SW # 102
EDMONDS, WA 98026 EDMONDS, WA 98026 EDMONDS, WA 98026
425-776-22 1 1 425-776-2211 425-776-2211
LICENSE MICHEC1061 D5 EXPA/19/201 0
JOB DESCRIPTION
GRA DfNG/SHORrNG ONLY
VALUATION: $0
PERMIT TYPE: Commercial
PERMIT GROUP: 28 - Fill/Grade/Excavate
GRADING: Y CYDS: 2790
TYPE OF CONSTRUCT IONi GRADE/SHORING
RETAININGWALLROCKERY: Y
OCCUPANT GROUP:
OCCUPANT LOAD:
FENCE: N ( 0 X 0 FT.)
CODE: 2006
OTHER: N ------- OTHER DESC:
ZONE: RM-1.5
NUMBER OF STORIES: 0
VESTED DATE�
NUMBER OF DWELLING UNITS: 0
F-XIS'nNG AREA
IBASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
PROPOSED AREA
IBASEMENT: 0 1 ST FLOOR: 0 —2ND FLOOR. 0
13RD FLOOR: 0 GA RAGE: 0 DECK: 0 OTHER: 0
13RD FLOOR: 0 GA RAGE: 0 DECK: 0 OTHER: 0
FRONTSETBACK SIDESETBACK REAR S ETBACK
REQUIRED: PROPOSED: — IREQUIRED: PROPOSED: IREQUIRED: PROPOSED:
HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: PROPOSED:
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27.
TH,l&VP&fA/J0q,4 N031�'PERMIT UNTIL SIGNED BY THE BUILDI�G OFFICIAL OR HISIHER DEPUTY AND ALL F S . AR AID.
� IWAVI&��. � ', 1W - ),Q /M12 ��7
FEN 0 0 Blatlelz
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUP A NCY HAS BEEN GRANTED. UBC109/IBC I 10/ 1 RC 110.
ARCHIVE APPLICANT ASSESSOR �IOTI*R
0 0
STATUS: ISSUED BLD20080984
CONDITIONS
0 SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING.
Excavation., Grading, and Site Preparation
Shoring Installation and Monitoring
Submit Special Inspection Field reports on a weekly basis to the City Building Department.
• This permit is issued for grading, temporary shoring and utility/civil work only. Any work done outside the scope of this
permit will result in quintuple building investigation fees pursuant to city ordinance 967.
• REQUIRED SPECIAL INSPECTIONS FORTHIS PROfECT:
1) Excavation, grading, & site preparation
2) Subsusrface Drainage Installation
3) Temporary Erosion Control
4) Final Erosion Control
5) Shoring Installation and Monitoring.
6) General site monitoring
7) Final letter from geotechnical engineer of record
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check thejob card for all required City inspections including final project approval and final
occupancy inspections.
• Any request foralternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval ofany plat orplan containing provisions which do not comply with city code and forwhich avariance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
9 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 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites/activites must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
0 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, aris ing directly or indirectly from the issuance fo th is 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 en force any ordinance
provision.
0 Cross -Connection control assemblies, for back -flow prevention, are required on the following fixtures, Verify meeter/backflow
assembly type and specifications.
0 48 hours notice is required when requesting your FINAL Engineering Inspection. 425-771-0220, ext. 1326.
9 Maintain erosion & sedimentation control per city standards.
0 Call for required inspections as noted and prior to backfill.
0 Maintain 19 seper-ation between the sanitary side sewer and the water service line.
0 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 pen-nitted project.
I iNsPEHIONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT: SEE ECOC 19.00.005(A)(6)
F BUILDING (425) 771-0220 EXT. 1333 1 fNGUYMUNG (425) 771-0220 EXT. 1326 1 FIRE (425) 771-0215
PUBLIC WORKS (425) 7 1-0235 1 PRE-TREATMENT (425) 72-5755 RECYCLING (425) 275-4801
When calling for an inspection please leaw the follov�ing information: Permit Number, Job Site Address, Type of Inspection being
0 0
I requested, Contact Name and Phone Number, Date Prefereed, and %hether you prefer morning or afternoon. I
EPre-Con
• EErosion Control/Mobilization
• ETraffic Control
• EStorm Tightline
• EStorm Detention System
• E-Footing Drywell
• E-Sewer Lateral/Main Inspection
• ESewer Lateral/Main Pressure Test
• E-Water Service Line
• EDouble Check Detector Assem Vault
• E-Remote Reader Installation
• B-Retaining Wall Special Inspection
• E-Retaining Wall Drainage
• E-Trash Enclosure
• E-Cross Connection Final
• E-Engineering Final
• B-Building Final
• E-Double Check Valve Assembly
0 9
Inspection Comments
BLD20080984 28 - Fill/Grade/Excavate
Applied: 12/01/2008 Issued
Address: 316 WALNUT ST, EDMONDS
ID DATE INSPECTOR
ACTION
1001 - E-Erosion Control/Mobilization
03/17/2010 ZULAUF
COM
01/07/2011 LAMBERTJ
CMP
1002 - E-Traffic Control
03/03/2011 LAMBERTJ
CMP
1013 - E-Storm Tightline
06/29/2010 ZULAUF
INC
03/03/2011 LAMBERTJ
CMP
1015 - E-Storm Detention System
03/03/2011 LAMBERTJ
CMP
1025 - E-Sewer Lateral/Main Inspection
01/07/2011 LAMBERTJ
CMP
1034 - E-Water Service Line
06/09/2010 MCCONNELL
CMP
1036 - E-Double Check Detector Assem Vault
03/08/2011 LAMBERTJ
CMP
1037 - E-Remote Reader Installation
01/28/2011 MCMURPHY
CMP
1054 - E-Retaining Wall Drainage
03/03/2011 LAMBERTJ
CMP
1075 - E-Trash Enclosure
01/07/2011 LAMBERTJ
CMP
1076 - E-Cross Connection Final
01/28/2011 MCMURPHY
CMP
1077 - E-Engineering Final
01/07/2011 MCCONNELL
Cory
03/08/2011 LAMBERTJ
CMP
1158 - B-Building Final
03/18/2011 LAWLER CMP
3000 - E-Fire vault gutter drain
06/03/2010 LAMBERTJ CMP
3012 - E-Double Check Valve Assembly
01/28/2011 MCMURPHY CMP
12/09/2008
COMMENT
tesc ok
Final Approved
Final Approved
Expires: 12/09/2009
connection to nw catch basin, ok to b/f
OK to final
Final Approved
Lateral was not replaced
Okay to backfill. Public Works installed meter setter.
Copper pipe ran from setter to building, around east side of
DCDA vault. Shut off on east side of vault installed for future
connection of irrigation system & backflow.
See separate fire connection permit
signed off
To be inspected by the Geotechnical Engineer
J.McConnell on site - Final Approved
signed off
Corrections - attached.
Per J.McConnell Public Works will cut and cap the water
service line - Final Approved
Per Jeanie McConnell - OK to connect gutter drain of the fire
vault lid to the tightline system - Verified connection
Cross connection approved
4/21/2011 2:12:41 PM Page 1 of 1
OV E 1) 'If 0
UP
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS,WA 98020
PHONE: (425) 771-0220 - FAX (425) 771-0221
STATUS: ISSUED 10/17/2008 Pennit #: BLD200808691
BUILDING PERMIT
Expirution Date: 4/15/2009 Project Addre.ss: 4 04 4TH AVE S, EDMONDS
Parcel No: 27032300413800
PROPERTYOWNER APPLICANT CONTRACTOR
ROB MICHEL ROB MICHEL MICHEL CONSTRUCTION
7907 212TH ST SW # 102 7907 212TH ST SW # 102 7907 2- 1 2T H SIX # 102
EDMONDS, WA 98026 EDMONDS, 'A"A 98026 EDMONDS. WA 98026
LICENSE #: MICHEC1061D5 EXPA/1-9/201 0
JOB DESCRI[PTION
DEMOLISH APPROXIMATELY 3600 SF SFR. TO BE USED FOR FIRE AND POLICE TRArNING.
:J
PSCAA4 200802786
VALUATION: $0 CL
PERMIT TYPE: Residential
PERMIT GROUP: 23 - Demolition
GRADING� N CYD& 0
TYPE OF CONSTRUCTION: DEMO
RETAINING WALL ROCKERY: N
OCCUPANT GROUP: R3
OCCUPANT LOAD:
FENCE: N 1, 0 X 0 FT.)
CODE: 2006
JOTHER: N ------- OTHER DESC:
IZONE
INUMBER OF STORIES: 0
VESTED DATE:
INUMBER OF DWELLING UNITS: 0
J
EUSTLNG AREA
JBASEMENT� 0 1 ST FLOOR: 0 2ND FLOOR: 0
PROPOSEDAREA
IBASEMENT: 0 1 ST FLOORi 0 ND FLOOR: 0
13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
FRONTSETBACK SIDESETBACK REARSETBACK
REQUIRED: PROPOSED: IREQUIRED: PROPOSED: IREQUIRED: PROPOSED:
HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: PROPOSED:
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCErND RCW 18:27.
L
THISAPPLICATIT ISNOT A PERMIT UNTIL SIGNED BY THE BUILDINGOFFICI \0 R HISJHAR QEPUTY AND ALL FEESIRE PID.
7//) V
Signature f \ Print Name Date
ATTENTION
IT IS LIN LAWFUL TO USE OR OCCUPY ABU I LDING OR STRUCTU RE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CER-nFiCATE OF
OCCUP A NCYHAS BEEN GRANTED. UBC109, I BC I 10, IRCI 10.
ARCHIVE APPLICANT ASSESSOR
E
0
STATUS: ISSUED BLD20080869
CONDITIONS
• *Pre -inspection required.
*Street to be cleaned of debris.
*Side sewer must be capped at property line.
*Water Service must be disconnected iromWater meter and orhose bib with AVB installed.
*Dump at approved dump site only.
*See demolition inspection check -list oil back ofjob card for inspection requirements.
• Final approval on a project or filial occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check the job card for all required City inspections including final project approval and filial
occupancy inspections.
• Any request for alternate design, modification. variance or other adininistrative deviation (hereinafter-v arian ce") from
adopted codes, ordinances orpolicies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval ofany plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
Sound/Noise originating from temporary construction sites as a result of construction activitv are exempt from the noise limits
ofECC Chapter 5.30 only during the hours of 7:00am to 6:00pmon weekdays and 10:00am and 6:00pmon Saturdays- excluding
Sundays and Federal Holidays. At all othertinles tile noise originating from construction sites/activites 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 indemni�- defend and hold
harmless the City of Edmonds, Washington, its officials, employees. and agents from any and all claims for damages of
whatever nature. ans Ina directly or indirectly from the issuance fo this pen -nit. Issuance of this perrilit shall not be deemed to
modil�, waive or reduce any requirements of any City ordinance not limit in any way the City's abilit\ to enforce any ordinance
provision.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS. MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6)
CALL POR INS PECTIONS
BUILDING (425) 771-0220 EXT. 1333 ENGINEERING (425) 771-0220 EXT. 1326 FIRE (425) 771-0215
I PUBLIC WORKS (425) 771-0235 1 PR&TREkTNIENT (425) 672-5755 1 RECYCLING (425) 275-4801
When calling for an inspection please leave the folloAing information: Permit Number, Job Site Address, Type of Inspection being
requested, Contact Name and Phone Number, Date Prefereed, and "bether you prefer morning or afternoon.
• E-Pre-Demolition SeNver Cap
• E-Pre-Derno Water Sen, Discnct/AVB
• E-Pre-Demo Erosion Control
• E-Engineering Final Derno
• B-Pre-Demolition
• B-Asbestos PSCAA Permit
• B-Cleaned Site/Bld Final Demolition
0
0
Inspection Comments
BLD20080869 23 - Demolition
PERMIT
Applied: 10/17/2008 Issued: 10/17/2008 Expires: 04/15/2009
Address: 404 4TH AVE S, EDMONDS
ID DATE INSPECTOR ACTION COMMENT
1078 - E-Pre-Demolition Sewer Cap
10/23/2008 larnbertj CMP Sewer Cap Verified
1079 - E-Pre-Demo Water Sery Discnct/AVB
10/24/2008 Sibrel CMP
Approved.
1080 - E-Pre-Demo Erosion Control
10/24/2008 Sibrel CMP Tesc OK
1081 - E-Engineering Final Demo
03/17/2009 Zulauf CMP ok to final
1104 - B-Cleaned Site/Bid Final Demolition
03/18/2011 LAWLER CMP
4/21/2011 2:14:54 PM Page 1 of 1
OV E D'If
Lr-
CITY OF EDMONDS
121 5T H AVENUE NORTH - EDMONDS,WA 98020
P HONE� (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 10/17/2008 Pernit#: BLD20080868
Expiration Date: 4/15/2009 Project Address: 320 WALNUT ST, EDMONDS
Parcel No: 27032300414900
PROP-V,"rl ONVVIN Af'PL1CAP;T C1vf1'1'01-II,C'1'I1w&
ROB MICHEL ROB MICHEL MICHEL CONSTRUCTION
7907 212TH ST SW # 102 7907 212TH ST SW# 102 7907 212T H SW # 102
EDMONDS, WA 98026 EDMONDS. "'A 98026 EDMONDS, WA 98026
LICENSE #: MICHECI06ID5 EXPA/19/2010
JOB DESCRIPTION
DEMOLISH APPROYJMATELY2500 SF SFR. TO BE USED FOR FIRE AND POLICE TRAINING.
PSCAA# 200802786 -,7q
VALUATION: $0
PERMIT TYPE: Residential
PERMIT GROUP: 23 - Demolition
GRADING: N CYDS: 0
TYPE OF CONSI'RUCT ION: DEMO
RETAININGWALL ROCKERY: N
OCCUPANT GROUP: R3
OCCUPANT LOAD:
FENCE: N ( 0 X 0 FT.)
CODE 2006
IOT HER: N ------- OTHER DESC:
IZONE
INUMBER OF STORIES: 0
VESTED DATE-
INUMBER OF DWELLING UNITS: 0
EUSnNG AREA
BASEMENT: 0 1 ST FLOOR- 0 2ND FLOOR: 0
PROPOSED AREA
IBASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
13R.D FLOOR: 0 GARAGE. 0 DECK: 0 OTHER: 0
13RD FLOOR� 0 GA RAGE: 0 DECK: 0 OTHER: 0
FRONTSMACK SIDESETBACK REARSMACK
REQUIRED: PROPOSED: IREQUIRED: PROPOSED: IREQUIRED: PROPOSED:
HEIGHT ALLOWED:O PROPOSED:O IREQUIREDi PROPOSED:
SETBACK NOTES:
I AGREE TO COMPLY WIT H CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING T HE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANC ND RCW 13:27.
THISAPPLICATION IS�AOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIUA OR HISIRIiR DEPUTY AND ALL FEESARE PAID.
U, F/T-,
AIM
L M WE � Mo I z
Name Date
ATTENTION
By
IT IS UNLAWFUL TO I. ISE OR OCCUPY A Bt: I LDING OR STRUM: RE I INTIL A FINAL INSPE(-TION 14 AS BEEN MADE AND A PPROVAL ORA CERTIFICATE OF
OCCUPANC) HAS BEEN GRANTED. L 13009 IBC1 10 IRCI 10.
ARCRIVE APPLICANT ASSESSOR THER
D�o
0 0
STATUS: ISSUED BLD20080868
CONDITIONS
• *Pre -inspection required.
*Street to be cleaned ot'debris.
*Side sewer must be capped at property line.
*WaterService must be disconnected fi-oni Water meter and orhose bib with AVB installed.
*Dump at approved dump site only.
*See demolition inspection checklist on back- ofJob card for inspection requirements.
• Final approval on a proJect or final occupancy appro\ al must be granted by the Building Official prior to use or occupancy of
the buildin- or structure. Check, the
Job card ibr all required City ilispections including final project approval and final
occupancy inspections.
• Any request foralternate design. modification. variance or other adrninistrative deviation (hereinafter "valiance") from
C;
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval of any plat or plan containing provisions which do not comply with city code and for which a valiance has not been
specifically identified.. requested and considered bv the appropriate city official in accordance with the appropriate provision
of city code orstate law does not approve any Items not to code specification.
• SoundfNoise originating from temporary construction sites as a result of construction activity are exempt fromthe noise limits
of ECC Chapter 5.30 only during the hours of'T.00arn to 6:00prn on weekdays and 10:00am and 6:00prn on Saturdays. excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites/activites must comply with tl�e
noise limits ot'Chapter 5.30. unless a valiance 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 indemni�- defend and hold
harm.less the City of Edmonds, Washington.. its officials. emplo\ ces- and agents from any and all claims for damages of
whatever nature. ansing, directly or indirectl\ from the issuance I-o this perrnit. Issuance of this perrnit shall not be deemed to
modif�, waive or reduce anv requirements of an\ Cit\ ordinance not limit in an,,. way the City's ability to enforce any ordinance
provision.
I INSPECTIONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS. MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6)
CALL FOR INS PECTIONS I
BUILDING (425) 771-0220 EXT. 1333 E:NGINEERING (425) 771-0220 EXT. 1326 FIRE (425) 771-0215 1
I PUBLIC WORKS (425) 771-0235 1 PRE-TREATNIENT (425) 672-5755 RECYCLING (425) 2754801
When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being
requested, Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon.
• E-Pre-Dernolition Sewer Cap
• E-Pre-Demo Water Sery Discnct/AVB
• E-Pre-Demo Erosion Control
• E-Eneineerine Final Demo
• B-Pr�-Dernolition
• B-Asbestos PSCAA Pern-lit
• B-Cleaned Site/Bid Final Demolition
E
E
Inspection Comments
BLD20080868 23 - Demolition
PERMIT"
Applied: 10/17/2008 Issued: 10/17/2008 Expires: 04/15/2009
Address: 320 WALNUT ST, EDMONDS
ID DATE INSPECTOR ACTION COMMENT
...... ........... . ... .............. . .. .....
1078 - E-Pre-Demolition Sewer Cap
10/23/2008 larnbertj CMP Sewer Cap Verified
1079 - E-Pre-Demo Water Sery DiscncVAVB
10/24/2008 Sibrel CMP Approved
1080 - E-Pre-Demo Erosion Control
10/24/2008 Sibrel CMP TESC OK
1081 - E-Engineering Final Demo
03/17/2009 Zulauf CMP ok to final
1104 - B-Cleaned Site/Bid Final Demolition
03/18/2011 LAWLER CMP
4/21/2011 214:20 PM Page 1 of 1
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS.WA 98020
PHONE: (425) 771-0220 - FAX� (425) 771-0221
C)
STATUS: ISSUED 10/17/2008 Pe rnjit #: B LD-2-0 0 8 0 86 7
BUILDING PERMIT
Expikation Date: 4/15/2009 f1r9ject Address: 318 WALNUT ST, EDMONDS.
Parcel No: 27032300414400
PROPERTYOWNER APPLICANT CONTRACTOR
ROB MICHEL ROB MICHEL MICHEL CONSTRUCTION
7907 212TH ST SW # 102 7907 212TH ST SW # 102 7907 2 1 2T H SW # 102
EDMONDS, WA 98026 EDMONDS, WA 98026 EDMONDS: WA 98026
LICENSE 4: MICHEC1061 D5 EXPA/19/201 0
JOB DESCRtPTION
DEMOLISH APPRO)UMATELY 1900 SF SFR. TO BE USED FOR FIRE AND POLICE TRAINING
PSCAA# 200802786
VALUATION: $0
PERMIT TYPE: Residential
PERMIT GROUP� 23 - Demolition
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION: DEMO
RETAINING WALL ROCKERY: N
OCCUPANT GROUP: R3
OCCUPANT LOAD -
FENCE: N ( 0 X 0 FT.)
CODE: 2006
OTHER: N ------- OTHER DESC:
ZONE:
INUMBER OF STORIES: 0
VESTED DATE:
INUMBER OF DWELLING UNITS: 0
EUSTLNG AREA
PROPOSEDARIE-A
IBASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
IBASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
13 RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13 RD FLOOR. 0 GARAGE: 0 DECK: 0 OTHER: 0
FRONT S ETBACK S tDE S ETBACK REAR S ETBACK
REQUIRED� PROPOSED: IREQUIRED: PROPOSED� IREQUIRED: PROPOSED:
HEIGHT ALLOWED:O PROPOSE �O IREQUIRED: PROPOSED:
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OFTHE STATE OF WASHINGTON RELATINGTO
WOR.KMEN'S COMPENSATION INSURANCE AND RCW 18:27�
THIS APPLICATION ISNOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFIC)AT'QR HISI)JERfDEPUTY AND ALL FEESA�E PAIQ.
Signature N Print Name Date
ATTENTION
By
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTU RE UNTIL A FINAL INSPECTION HAS BEEN MADE AND A PPROVAL ORA CERTIFICATE OF
OCCUPANC)'HAS BEEN GRANTED. LIBC1091 IBCI I0,'IRCI 10.
ARCHIVE APPLICANT = ASSESSOR OTHER
0
0
STATUS: ISSUED BLD20080867
CONDMONS
• *Pre -inspection required.
*Street to be cleaned of debris.
*Side sewer must be capped at property line.
*Water Service must be disconnected fromWater meterand or hose bib with AVB installed.
*Dump at approved dump site only.
*See demolition inspection checklist on back ofjob card for inspection requirements.
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check thejob card ior all required City inspections including final project approval and final
occupancy inspections.
• Any request foralternate design, modification. variance or other administrative deviation (hereinafter "variance") from
adopted codes. ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval of any plat or plan containing provisions which do not con -ply with city code and for which a variance has not been
specifically identified .. requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound/Noise originating from temporary construction sites as a resu It of construction activity are exerript from the noise limits
of ECC Cliapter 5.30 only during the hours of 7:00am to 6.00pm on weekdays and I 0:00am and 6:00pm on Saturdays. excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites/activites 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. aprees to indemni� defend and hold
harmless the City of Edmonds., Washington, its officials, en-ployees. and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance fo this pen -nit. Issuance of this permit shall not be deemed to
modifv. waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enibrce any ordinance
provision.
INS PECTIONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6)
BUELDING (425) 771-0220 EXT. 1333
FIRE (425) 771-0215
I PUBLIC WORKS (425) 771-0235 1 PRE-TREATIVIENT (425) 672-5755 1 RECYCLING (425) 275-4801
When calling for an inspection please leave the folloving information: Permit Number, Job Site Address, Type of Inspection being
requested, Contact Name and Phone Number, Date Prefereed, and"bether you prefer morning or afternoon.
• E-Pre-Deniolition SexN-erCap
• E-Pre-Demo Water Sery Discnct/AVB
• E-Pre-Demo Erosion Control
• E-Frip-ineerinq Final Demo
• B-Pre-Demolition
• B-Asbestos PSCAA Pen -nit
• B-Cleaned Site/Bld Final Demolition
0 0
Inspection Comments
BLD20080867 23 - Demolition
P E R M I T-'-'--
Applied: 10/17/2008 Issued: 10/17/2008 Expires: 04/15/2009
Address: 318 WALNUT ST, EDMONDS
ID DATE INSPECTOR ACTION COMMENT
1078 - E-Pre-Demolition Sewer Cap
10/23/2008 larnbertj CMP Sewer Cap Verified
1079 - E-Pre-Demo Water Sery Discnct/AVB
10/24/2008 Sibrel CMP Approved
1080 - E-Pre-Demo Erosion Control
10/24/2008 Sibrel CMP TESC OK
1081 - E-Engineering Final Demo
03/17/2009 Zulauf CMP ok to final
1104 - B-Cleaned Site/Bid Final Demolition
03/18/2011 LAWLER CMP
4/21/2011 2:13:59 PM Page 1 of 1
of E D'V
CITY OF EDMONDS
PHONE: (425) 771-0220 - FAX: (425) 771-0221
121 5TH AVENUE NORTH - EDMONDS,WA 98020
STATUS: ISSUED 1/15/2010 Pemdt#: BLD20100006�
BUILDING PERMIT
Expiration Date: 7/15/2010 Proiect Address: 316 WALNUT ST, EDMONDS!
Parcel No: 27032300414400
1PROPERTYOWNER APPLICA11T CO11'14UkCT1f1A
MICHEL CONSTRUCTION PROGRESSIVE AIR SYSTEMS PROGRESSIVE AIR SYSTEMS
7907 212TH ST SW # 102 17711 INTERURBAN BLVD 17711 INTERURBAN BLVD
EDMONDS, WA 98026- SNOHOMISH, WA 98296- SNOHOMISH, WA 98296-
(425) 776-2211 Ext. (360) 668-9948 Ext. (360) 668-9948 Ext.
LICENSE #: PROGRAS002KC EXP:6/19/201 I
JOB DESCRIPTION
INSTALL ALL RELATED HVAC WORK TO INCLUDE INSTALLATION & VENTfNGOF FANS, VENTINGOF RANGEHOODS &
DRYERS, GAS PIPrNQ rNSTALLINGHYDRONIC WALL HEATER SYSTEMS, FURNACES & AIRCONDITIONrNG.
VALUATION: $0 �'
ej� ��k 11 P-1 '�
PERMIT TYPE: Commercial
PERMIT GROUP: 40 - Mechanical/SolTr-".
GRADING: N CYDS: 0
T YP E OF CONST RUCT ION:
RETAINING WALL ROCKERY: N
OCCUPANT GROUP:
OCCUPANT LOAD:
FENCE: N ( 0 X 0 FT.)
CODE: 06
OTHER: N ------- OTHER DESC:
IZONE: RM-1.5
NUMBER OF STORIES: 0
lVESTED DATE:
NUMBER OF DWELLINGUNITS: 0
ILOT #:
LXISTING ARE-k
IBASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 —FB—ASEMENT:
PROPOSED AREA
0 1 ST FLOOR: 0 2ND FLOOR: 0
13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13 RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
FRONTSETBACK SIDESMACK REARSETBACK
REQUIRED: PROPOSED: REQUIRED: PROPOSED: JREQUIRED:1 PROPOSED:
HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: PROPOSED: I
SETBACK NOTES: Approved building plans indicate a 13 feet set back along the southern property line. AC units are shown to be less than three feet
from building, so appear to meet setbacks.
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED,
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27.
HIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISMER "PUTY AND ALL FEES ARE PAID.
WIN& M,
W . -
MMW-11 1110MI
�Signature W
-111 Print�me Date Released Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10.
ONLJNE APPLICANT ASSESSOR OTHER
STATUS: ISSUED BLD20100006
CONDITIONS
• Installer shall provide the manufacturers installation, operating instructions, and a whole house ventilation system operation
description. A label shall be affixed to the whole house timer control that reads "Whole House Ventilation" (see operating
instructions).
• Obtain Electrical Pennit from State Department of Labor & Industries. 425-290-1309
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check thejob card for all required City inspections including final project approval and final
occupancy inspections.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound/Noise originating from temporary construction s Res 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 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction s Res/activities must comply with the
noise lirnits 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 fo this permit. Issuance of this pennit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance not litnit in any way the City's ability to enforce any ordinance
provision.
INSPECTIONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT 11ME LIMIT: SEE ECDC 19.00.005(A)(6)
I B UELDING (425) 771-0220 EXT. 1333 1 ENGINEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 771-0215
PUBUC WORKS (425) 1-0235 PRE-TREATMENT (425) 672-5755 RECYCLING (425) 275-4801 _J
When calling for an inspection please leave the folloMng information: Pertnit Number, Job Site Address, Type of Inspection being
requested, Contact Name and Phone Number, Date Prefereed, andAhether you prefer morning or afternoon.
• B-Gas Test/Pipe
• 13-Equipment-Mech
• B-Fire Stopping
• B-Mechanical Final
0 0
Inspection Comments
BLD20100006 40 - Mechanical/Solar
PERMIT
Applied: 01/05/2010 Issued: 01/15/2010 Expires: 07/15/2010
Address: 316 WALNUT ST, EDMONDS
ID DATE INSPECTOR ACTION COMMENT
1128 - B-Gas Test/Pipe
04/01/2010 lawler CMP Test approved, but missing a couple of nail plates as written
in correction.
1130 - B-Equipment-Mech
01/19/2010 steinike INC Pre -Insulation Duct Sealing ok.
04/12/2010 steinike INC Ok For Shafts only will check again for firestopping and
relocation of ducts in 2nd f1lor by closet on 4/14.
03/18/2011 LAWLER CIVIP
1141 - B-Fire Stopping
03/18/2011 LAWLER CMP
1156 - B-Mechanical Final
03/18/2011 LAWLER CMP
4/21/2011 2:18:48 PIVI Page 1 of 1
4-
OV ED41
CITY OF EDMONDS
121 5T H AVENUE NORTH - EDMONDS,WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED .10/29/2009 Pennit#: BLD20090222,
BUILDING PERMIT
Expiration Date: 4/29/2010 Project Address: 316 WALNUT ST, EDMONDS
Parce I No: 27032300414400
'PROP rxTY OWI!rx' APPLICA 1. 0CITAWLCTOR
MICHEL CONSTRUCTION. OLYMPIC HILLS PLUMBING OLYMPIC HILLS PLUMBING
7907 212TH ST SW # 102 14221 LAKE ROAD 14221 LAKE ROAD
DWIGHT MCGREW
EDMONDS, WA 98026- LYNNWOOD, WA 98087- LYNNWOOD, WA 98087-
(425) 776-2211 Ext. (423) 775-5829 Ext. (425) 775-5829 Ext.
LICENSE #: OLYMPHP 1 20B8 EXP:8/4/2011
PERMIT TYPE: Commercial
PERMIT GROUP: 47 - Plumbing/Water Service Line/Fountain
GRADING: N CYDS: 0
T YP E OF CONST RUCT ION:
RETAINING WALL ROCKERY: N
OCCUPANT GROUP:
OCCUPANT LOAD:
FENCE N ( 0 X 0 FT.)
CODE:
OTHER: N ----- - OTHER DESC:
IZONE:
NUMBER OF STORIES: 0
1 VESTED DATE:
NUMBER OF DWELLING UNITS: 0
ILOT #:
F-XISTI[NG AREA
IBASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 7B—ASEMENT:
PRO POSED AREA
0 1 ST FLOOR: 0 2ND FLOOR: 0
13R.D FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13RD FLOOR: 0 GARAGE: 0 DECK 0 OTHER: 0
FRONTSETBACK SIDESEMACK REAR S ETBACK
REQUIRED: PROPOSED: IREQUIRED: PROPOSED: JREQUIRED� PROPOSED:
HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: PROPOSED:
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OFTHE LABORCODE OFTHE STATE OF WASHINGTON RELATINGTO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27.
TH!�APPLICA ISNOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR H[_WER DEPUTY AND ALL FEESARE PAIP.
/0- 2--7---,1
,oO' ZI 6fariaf-ure- Print Narne Date Kglei s bdZy Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FIN A L INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBC I 10/ IRC 110.
F--] ARCHIVE APPLICANT ASSESSOR OTHER
0- 0
STATUS: ISSUED BLD20090222
CONDITIONS
• Hose Bibbs (exterior faucets) are required to have a permanently affixed anti -siphon device installed.
• In add it ion to the required press ure/relief valve, an approved listed expansion tanks hall be installed on all hot water tanks. Per
UPC 608.
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check thejob card for all required City inspections including final project approval and final
occupancy inspections.
• Provide combustion air per INIC Chapter 7 for commercial and multi -family residential installations, and IRCChapter 17forone
and two-farnily dwellings.
• Any request for alternate des ign, modification, variance or other adi-ninistrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval of any plat or plan containing provisions which do not comply %vith city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound[Noise originating from temporary construction s ites as a result of construction activity are exerript fromthe noise limits
of ECC Chapter 5.30 only during the hours of 7:00arn to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must coniply with the
noise Iii-nits 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
han-rdess the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly firomthe issuance fo this permit. Issuance ofthis perrnit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance not lirnit in any way the City's ability to enforce any ordinance
provision.
INSPECTIONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6)
BUILDING (425) 771-0220 EXT. 1333 1 FNGESIMING (425) 771-0220 EXT. 1326 1 FIRE (425) 771-0215
I PUBLIC WORKS (425) 771-0235 1 PRE-TRE4,TMENT (425) 672-5755 1 RFCYCLING (425) 2754801 1
When calling for an inspection please leaw the following information: Permit Number, Job Site Address, Type of Inspection being
reauested Contact Name and Phone Number, Date Prefereed, and whether vou Prefer morninL), or afternoon.
B-Plumb Ground Work
B-Plumb Rough In
B-Fire Stopping
B-Plumbing Final
WALNUT STREET APP�OVED By r--NGlNEi.RlNG
5 .5 'a i R
44
�IGN
5
e
ii LF-6" P
@ PVC
20 LF-6 .:;�-28 LF-6' PVC 4.
OIL
1,4
4 YD 0 Co AILP
CO-IE=55.- OCAP
CT
F^
CO-IE=53.65 L&
60
58
56
iR I
L413
RAGE 9. C3 /
'o 1E 1 011,
O"IE ----------
dl,
S71NG SSCO
IE=48. 10 ---------------- -
GARAGE SLAB aEVA71ONS-
, tGE
E
X�
IE
t--4 DRIVEWAY FROIVT=52.JO
CEN7ER=51.30
BACk=51.80
4,
�D
ro
1 5 LF+I- 6" PVC @ 2.07- MIN.
CL (6 TYP.) --
(b
LA'-
1-b
+
k,/z
1010
4 22 LF-6' PVC ?0 LF-6" PVC 18 LF-6" PVC
2.0% 3F 30C X, mi--*r\ -,-
@ 2.
W
OUND Ift&I
SIDE SEWER DESIGN FOR MICHEL CONS TRUCI TON, INC p 27367
Pol
SITE. J16 WALNUT STREET EDMONDS, KA GISTE
DA TE. 8-10-09 AL (bl, \0
SCALE.- 17-20' EXPIRES: 11/05/09
0 0
Inspection Comments
PERMIT- BLD20090222 47 - Plumbing/Water Service Line/Fountain
Applied: 04/21/2009 Issued: 10/29/2009 Expires: 04/29/2010
Address: 316 WALNUT ST, EDMONDS
ID DATE INSPECTOR ACTION COMMENT
1126 - B-Plumb Rough In
11/12/2009 steinike INC Not Ready.
04/12/2010 STEINKE CMP
1152 - B-Plumbing Final
03/17/2011 STEINKE CMP
4/21/2011 2:17:05 PM Page 1 of 1
of EDAf
CITY OF EDMONDS
121 ST H AVENUE NORTH - EDMONDSWA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
g9l)
114!
STATUS: ISSUED 3/9/2010
BUILDING PERMIT
Expiration Date: 3/9/2 0 11 Pro ect Address: 316 WALNUT ST, EDMONDS
Parcel No: 27032300414400
PROPERT1'OWNER APPLICANT COMMkC.UOIR
MICHEL CONSTRUCTION PROTECTION & COMMUNICATIONS, PROTECTION & COMMUNICATIONS, INC.
7907 212TH ST SW # 102 INC. 19630 40TH AVE W
EDMONDS, WA 98026- 19630 40TH AVE W LYNNWOOD, WA 98036-
LYNNWOOD, WA 98036-
(425) 776-2211 Ext. (425) 774-9099 Ext. (425) 774-9099 Ext.
LICENSE #: PROTECI I 65L8 EXP:5/3112011
JOB DESCRIPTION
INSTAUINGNEW ADDRESSABLE FIRE ALARM SYSTEM INNEW CONDOS.
VALUATION: $0
PERMIT TYPE: Commercial
PERMIT GROUP: 79 - Fire AWPOV,b-�`
tj �1
.
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION: FIRE ALARM
RETAINING WALL ROCKERY: N
OCCUPANT GROUP:
OCCUPANT LOAD:
FENCE: N ( 0 X 0 FT.)
CODE: 2006
OTHER: N ------- OTHER DESC:
ZONE:
NUMBER OF STORIES: 0
VEST ED DATE:
NUMBER OF DWELLING UNITS: 0
LOT #:
LXISTING ARE-k
IBASFMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 —7BASEMENT:
PROPOSED
0 1 ST FLOOR: 0
ARE-%
2ND FLOOR: 0
13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13RD FLOOR� 0 GARAGE: 0
DECK: 0 OTHER: 0
FRONTSETBACK SIDESETBACK REAR S L-I'BACK
REQUIRED: PROPOSED: IREQUIRED: PROPOSED: �QUIRED: PROPOSED:
HEIGHT ALLOWED:O PROPOSED:O JRFQUIRED: PROPOSED:
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL 0 ER DEPUTY AND ALL FE�§ AU PAID.
z�,Zlf - 31-711,s // 1)4 3 f Ild
re -' Print Name
ATTENTION
rr IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANT-ED. UBC109/ IBC1 10/ IRC 110.
ONLINE APPLICANT ASSESSOR t��fOTIIER
'A
STATUS: ISSUED BLD20100114
CONDITIONS
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Cbeck the job card for all required City inspections including final project approval and final
occupancy inspections.
• Any request for afternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound/Noise originating fromtemporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Cbapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am 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 BCC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to inderrinify defend and hold
harinless 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 fo this pen -nit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance not lirnit in any way the City's ability to enforce any ordinance
provision.
I INSPECTIONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6)
I BUffDING (425) 771-0220 EXT. 1333 1 ENGriMUNG (425) 771-0220 EXT. 1326 1 FIRE (425) 771-0215 _J
I PUBLIC WORKS (425) 771-0235 1 PRETREATMENT (425) 672-5755 1 RECYCLJNG (425) 2754801 1
When calling for an inspection please leave the folloAing information: Permit Number, Job Site Address, Type of Inspection being
refuipsterl. Irontnet Name and Phone Number. Date Prefereed. and -Abether you prefer morning or afternoon.
• F-Fire Alarm System Acceptance
• F-Fire Final
0
Inspection Comments
BLD20100114 79 - Fire Alarm
PE:RM1T;,!'
Applied: 02/18/2010 Issued: 03/09/2010
Address: 316 WALNUT ST, EDMONDS
.. ...... . .... .... . .......
ID DATE INSPECTOR— ACTION .-COMMENT
............... .
1935 - F-Fire Alarm System Acceptance
03/16/2011 SMITHM CMP APPROVED
1985 - F-Fire Final
03/16/2011 SMITHM CMP APPROVED
Expires: 03/09/2011
4/21/2011 2:10:48 PM Page 1 of 1
OV EbAf
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDSWA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 2/1/2010 Permit #: BLD20090859�
BUILDING PERMIT
Expiration Date: 2/1/2011 Proj ct Address: 316 WALNUT ST9 EDMONDS�:
Parcel No: 27032300414400
MICHEL CONSTRUCTION
7907 212TH ST SW # 102
EDMONDS, WA 98026-
(425) 776-2211 Ext.
ADVANCED FIRE PROTECTION
PO BOX 1543
WOODINVILLE, WA 98072-
(425) 483-5657 Ext.
rNSTALLATION OF A NEW NFPA 13 FIRE SPRrNKLER SYSTEM.
VALUATION: $51,750
ADVANCED FIRE PROTECTION
PO BOX 1543
WOODINVILLE, WA 98072-
(425) 483-5657 Ext.
LICENSE#: AQyANWRlq-qB6.,-_ EXP
PERMIT TYPE: Commercial
PERMIT GROUP: 30 - Fire Sprinkler
GRADING: N CYDS: 0
T YP E OF CONST RUCT ION:
RETAININGWALL ROCKERY: N
OCCUPANT GROUP:
OCCUPANT LOAD:
FENCE: N ( 0 X 0 FT.)
CODE: 06
JOTHER: N ------- OTHER DESC:
IZONE:
INUMBER OF STORIES: 0
1 VESTED DATE:
INUMBER OF DWELLING UNITS: 0
ILOT #:
EXIS-nN(; ARFX
IBASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 7(BASEMENT:
PRO POSED ARFt
0 1 ST FLOOR: 0 2ND FLOOR: 0
13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
IREQUIRED: PROPOSED: IREQUIRED: PROPOSED: IREQUIRED: PROPOSED: I
1HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: PROPOSED:
I SETBACK NOTES:
I AGREE T 0 COMP LY W IT H CIT Y AND ST AT E LAW S REGULAT ING CONST RUCT I ON AND IN DOING T HE WORK AUT HORIZED
T HEREBY, NO P ERSON WILL BE EMPLOYED IN VIOLAT ION OF T HE LABOR CODE OF T HE ST AT E OF WASHING7 ON RELAT ING T 0
WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27,
HI S AP P LICAT ION IS NOT A P E RM IT UNT IL SIGNED BY T HE BUI LDING OFFICIAL OR HLS"ER DEP UT Y AND A LL FEESARE, P AID.
D-xl�� A 1*�K NC V�� LVIO "-� / �x -.1 0//
r— Signatuq/,-- Print Name Date Released By /Datl4
ATTENTION
ITIS UNLAWFUL TO USE OROCCUPY A BUILDING ORSTRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10,
ONLINE APPLICANT ASSESSOR �O
STATUS: ISSUED BLD20090859
CONDITIONS
• Final approval on a project or final occupancy approval must be granted by the Budding Official prior to use or occupancy of
the building or structure. Check the job card for all required City inspections including final project approval and final
occupancy inspections.
• Any request foralternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Cbapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am 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, ernployees, and agents from any and all claims for damages of
whatever nature, aris ing directly or indirectly from the issuance fo this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance not lirnit in any way the City's ability to enforce any ordinance
provision.
I INSPECTIONS I
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCT10N ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6)
I BURDING (425) 771-0220 EXT. 1333 1 ENGINEEMG (425) 771-0220 EXT. 1326 1 FIRE (425) 771-0215 1
I PUBLIC WORKS (425) 771-0235 1 PRE-TRFATMENT (425) 672-5755 1 PXJCYCUNG (425) 2754801 1
When calling for an inspection please leave the follo-Aing information: Permit Number, Job Site Address, Type of Inspection being
reaues ted. Contact Name and Phone Number. Date Prefereed, and vvbether you prefer morning or afternoon.
• F-Fire Sprinkler Insulation
• F-Fire Sprinkler Pressure Test
• F-Fire Sprinkler Acceptance
0
Inspection Comments
BLD20090859 30 - Fire Sprinkler
PERMIT7-1-1-:�".
Applied: 12/14/2009 Issued: 02/01/2010
Address: 316 WALNUT ST, EDMONDS
ID DATE INSPECTOR ACTION COMMENT
. . ...................... --------
1915 - F-Fire Sprinkler Insulation
03/16/2011 SMITHM CMP APPROVED
1925 - F-Fire Sprinkler Pressure Test
Expires: 02/01/2011
04/07/2010 SMITHM CMP Hydro 200+psi for 2 hrs
11/16/2010 SMITHM CMP Dry System H yd ro, spacing, bracing and head location OK
1930 - F-Fire Sprinkler Acceptance
03/16/2011 SMITHM CMP APPROVED
4/21/2011 2:09:01 PM Page 1 of 1
0
0
Ov ED
CITY OF EDMONDS
121 5T H AVENUE NORTH - EDMONDS,WA 98020
I PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 2/13/2009 Pernlit#: BLD20080971,
BUILDING PERMIT
Expiration Date: 2/13/2010 Proiect Address: 316 WALNUT ST, EDMONDS
Parcel No: 27032300414400
PROPERTYOWNER APPLICMIT C011,11-RAC1,11111 R.
316 WALNUT ST CONDOS 316 WALNUT ST CONDOS ADVANCED FIRE PROTECTION
7907 212TH ST SW # 102 7907 212TH ST SW # 102 PO BOX 1546
DWIGHT MCGREW
EDMONDS, WA 98026 EDMONDS, WA 98026 WOODINVILLE, WA 98072
425-776-2211 425-483-5857
LICENSE 4: ADVANFP 199136 EXP:5/l/2009
FMCONN=ON
VALUATION: $0
PERMIT TYPE: Commercial
PERMIT GROUP: 56 - Fire Connection
GRADING, N CYDS: 0
TYPE OF CONSTRUCTION:
RETAININGWALL ROCKERY: N
OCCUPANT GROUP:
OCCUPANT LOAD:
FENCE: N ( 0 X 0 FT.)
CODE:
OTHER: N ------- OTHER DESC:
IZONE:
[NUMBER OF STORIES: o
VESTED DATE:
[NUMBER OF DWELLING UNITS: 0
LOT #:
LXISTINTG ARF�k
BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
PROPOSED AIZF-%
BASEMENT: 0 1 ST FLOOR: 0 !ND FLOOR: 0
13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
FRONT S ETBACK SIDESFFBACK REARSETBACK
REQUIRED: PROPOSED: — IREQUIRED: PROPOSED: �j REQUIRED: PROPOSED:
HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: PROPOSED:
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION ' OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATINGTO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIACbR HIS(HER DEPUTY AND ALL FEES ARE PAID.
'f-t' � &17 '; � � la Adl --? //-// C //' e-:z , " 2 -/ � - 0 9 �- �>')// -3� C-/
Signature
Date
ATI'ENTION
TTIS UNLAWFUL TO USE OR OCCUPY A BUfLDfNG OR STRUCTURE UNT7L A FINALINSPECTION HAS BEEN MADE AND APPROVAL ORA CERITFICATEOF
OCCUPANCY HAS BEEN GRANTED. UBC109/IBCI 10/1RCI 10.
ARCHWE APPLICANT ASSESSOR
1�1-� '
0 0
STATUS: ISSUED BLD20080971
CONDITIONS
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check the job card for all required City inspections including final project approval and final
occupancy inspections.
• Any request foralternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon subrnittal and are non-refundable.
Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and cons idered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• 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 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites/activites must comply with the
noise lirnits 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 indernnify defend and hold
harrnless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly fromthe issuance fo this permit. Issuance of this perrrdt 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 enforce any ordinance
provision.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT. SEE ECDC 19.00.005(A)(6)
I BUMDING (425) 771-0220 =. 1333 1 E14GINEEPING (425) 771-0220 EXT. 1326 1 MIX (425) 771-0215 1
I PUBLIC WORKS (425) 71-0235 1 PRETREATNIENT (425) 72-5755 1 RECYCUNG (425) 275 801 1
When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being
reaues ted. Contact Name and Phone Number. Date Prefereed and whether vou t3refer mornina or afternoon.
• E-Cross Connection Final
• EEnginecring Final
0
0
Inspection
Comments
BLD20080971
56 - Fire Connection
PERMIT-'�-- —
Applied: 11/20/2008
Issued: 02/13/2009
Address: 316 WALNUT ST, EDMONDS
I D DATE
INSPECTOR
. ..
ACTION COMMENT
........
1076 - E-Cross Connection Final
01/28/2011
MCMURPHY
CMP signed off
1077 - E-Engineering Final
03/03/2011
LAMBERTJ
CMP Final Approved
1908 - F-Fire Connection
Thrust Blocking
06/02/2010
SMITHM
CMP Approved
1910 - F-Fire Connection Pressure Test
06/02/2010 SMITHM CMP APPROVED
1975 - F-Fire Dept Inspection
06/03/2010 SMITHM CMP APPROVED
Expires: 02/13/2010
4/21/2011 2:06:59 PM Page 1 of 1
0 0
CITY OF EDMONDS
121 5th AVENUE NORTH * EDMONDS, WA 98020 0 (425) 771-0220 * FAX (425) 771-0221
www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT
April 2, 2013
Cascade Bank
Assistant Branch Manager
43 7 Fifth Ave S, Suite 10 1
Edmonds, WA 98020
DAVE EARLING
MAYOR
Re: Maintenance Bond # 6501008401,Charles Ainsile, 316 Walnut St. Edmonds,
WA
Dear Sir or Madam:
The City of Edmonds hereby authorizes the release of $1,8521.13 from the above
referenced account (site maintenance bond). All interested City departments have
approved release of this bond amount.
Sincerely,
Marie arnso
Senior Permit Coordinator
Cc: Applicant
File
Incorporated August 11, 1890
Sister City - Hekinan, Japan
ah -g/13
MA10ENANCE BOND RELEAO FORM
MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM: ENGINEERING DIVISION DATE
PLEASE SIGN
PLANNING DIVISION DATE
PLEASE SIGN
DATE SENT TO: DUE BACK: RECEIVED:
PERMIT # ADB# DATE INSPECTED NO 170 )VIIA -C-Wa��
I
PROJECT Zt)4i 1z)J44(Z P11A AAAA LA le IfA A2
LAWAl"VI 31
SITE ADDRSS OIL,
OWNERS
OWNER ADDRESS
TYPE OF BOND TO BE RELEASED
BOND DATE POSTED BOND EXPIRES
Please field inspect at your earliest convenience for the release of the subject bond. If there are
outstanding requirements, please note in the space provided. Failure to respond by the noted bond
expiration date constitutes Department approval and automatic release of the bond. It is each
Department's responsibility to contact the developer/owner when outstanding issue prevent the release
of the bond. Please copy the Permit Coordinator on all City correspondence sent regarding this bond.
�1%�jIKLND IS APPROVED FOR RELEASE
BOND IS NOT APPROVED — OUTSTANDING REQUIREMENTS NOTED
1.
2.
3.
WORK TO BE COMPLETED WITHIN DAYS
COPY TO FILE SUSPENSE TO
COPY TO DEVELOPER CONTRACTOR
L:\TEMP\BUILDING\FORMS\Certificate 0ccupancy\bondre1.D0C7/17/2009
A;�
MICHEL
OFF SITE & ON SITE DEVELOPMENT
COST ESTIMATES
12/2/2008
SITE LOCATION: 316 Walnut St UNIT Plan Check# 2008-0031
START DATE: 11/15/2008
COMPLETION DA- 12/15/2009 CONTRACT(MIC , HEL CONST. INC
776-2211 - ROB
DESCRIPTION: QUANTIT' UNIT COST
TOTAL
CONTINGENCY
Off Site:
CURB - Vertical (Ln. Ft.) 150
$12.00
$1,800.00
$360.00
SIDEWALK & Ram (Ln. Ft.) 15'0 4-S&
$26.00 '"60
$806.00
PAVING (Sq. ft) 1,800
$1.20
$2,160.00.
$432.00
STORM DRAINAG.6" PVC 7
$8.20
$57.40
$11.48
Sub -Total: aq , 01-11yom 1
ci Sr
1,100-00
$,T,'9b=O
$792.00
Contingency, r
Total: , 44roe
0#,V. Ev
$t*09-48
On-Site:
-------------
STORM DRAINAGE
36" ADS
52
$43.00
$2,236.00
$447.20
CATCH BASIN
3
$650.00
$1,950.00
$390.00
4" PVC
237
$11.20
$2,654.40
$530.88
6" PVC
23
$8. 20
$188.60
$37.72
2" PVC Sch 40
36
$12.00
$432.00
$86.40
YARD DRAINS
6
$105.* 00-
$630.00
$126.00
Control Structur
1
$84.00
$84.00
$16.80
SEWER
6" PVC
�41 10
$8.20
$355.88
-Z-4(o.00
Water Line
4
17
$14.00
$238.00
$47.60
Erosion Control
(Ln. Ft.)
180
$4.00
$720.00
$144.00
DCDA Vault & Ass.
LS
1
$6,500.00
$6,500.00
$1,300.00
Footing Trench
LS
1
$744.00
$744.00
$148.80
Retaining Walls
(Ln. Ft.)
0
$0.00
$0.00
Traffic Control
Gemesw 1.
42-11
48.80
to -see"
$7.20
Trash Enclosure
(Ln. Ft.)
40
$14.00
$560.00
$112.00
Sub TOTAL:
18'
$18 75
$3,750.48
Contingency
20%
$3 Oj48
TOTAL:
502.88
X$28,07
Grand Total:
8 0 6
City Fee:
2.2%
$617.59
too/o
gato &,A/0..� �# P� 140, 08
0
r
lot 691.&0
00 0 <YrAr L_
MICHEL
OFF SITE & ON SITE DEVELOPMENT
COSTESTIMATES
12/2/2008
SITE LOCATION: 316 walnut st 7 - Unit Plan Check*11 2008-0031
START DATE: 11/15/2008
COMPLETION DA- 12/15/2009 CONTRACT(MICHEL CONST. Inc
776-2211 - ROB
DESCRIPTION:
QUANTIT' UNIT COST
TOTAL
CONTINGENCY
Off Site: ,
CURB - Vertical (Ln. Ft.)
150 $12.00
$1,800.00
$360.00
SIDEWALK & Ram (Ln. Ft.)
155 $26.00
$4,030.00
$806.00
PAVING (Sq. ft)
1,800 $1.20
$2,160.00'
$432.00
STORM DRAINAG 6" PVC
7 $8.20
$57.40
$11.48
Sub -Total:
$3,960.00
$792.00
Contingency
$1,609.48
Total:
$5,569.48
On -Site:
STORM DRAINAGE
36" ADS
52
$43.00
$2,236.00
$447.20
CATCH BASIN
3
$650.00
$1,950-00
$390.00
4" PVC
237
$11.20
$2,654.40
$530.88
6" PVC
23
$8.20
$188.60
$37.72
2" PVC 8ch 40
36
$12.00
$432.00
$86.40
YARD DRAINS
6
$105.00
$630.00
$126.00
Control Structur
1
$84.00
$84.00
$16.80
SEWER
6" PVC
217
$8.20
$1,779.40
$355.88
Water Line
4
17
$14.00
$238.00
$47.60
Erosion Control
(Ln. Ft.)
180
$4.00
$720.00
$144.00
DCDA Vault & Ass.
LS
1
$6,500.00
$6,500.00.
$1,300.00
Footing Trench
LS
1
$744.00
$744.00
$148.80
Retaining Walls
(Ln. Ft.)
0
$0.00
$0.00
Traffic Control
Cones
12
$3.00
$36.00
$7.20
Trash Enclosure
(Ln. Ft.)
40
$14.00
$560.00
$112.00
Sub TOTAL:
$18,752.40
$3,750.48
Contingency
20%
$3,750.48
TOTAL:
$22,502.88
Grand Total: $28,072.36
City Fee: 2.2% $617.59
MAR.21.2011 10:42PM
4"n C. I sc)%)
0
CITY OF EDMONDS
Date PO Z �m J 7P P. --- i
Date Expires
Y HAAKENSON
MAYOR
121 M AWME NOWH 4 MMOMS. WkW= M 7714M 0 PAX (426) 7714M
W0ftwwd.9d=nds.w&u2
DEVELOPMENT SERVICES DEPARTMENT
PW*9 6 EU1109 - 94mming
MAINTENANCE 110M - F N EM 4PW*�04t-'A&
- WN
Edmon&/Subdivision/PlattFermitNo. APOP-t)021
Project N=e 7-
baprovements Bonded For g(_7,*C
KNOW ALL MEN BY TBESE PRESENIS:
f, CC�Fo-beveloper/Ombwtor) as Principal,
nat we
and C A S CA-D E 13AtJ y- (Bank), a corporation orgardwd and
existing �a�ndby virtue of the lam of the State of
w Surety, are held 6d firmly bound unto the CITY OF EDMONDS, WASM%TQN, in ' the
P" susn of 1,4? for the payment of which well and tr* 4 - Mud&
Me y
bind ourselves, eacb of our heirs, executors, administrators, od anajj�Jem4y =d:ievwW1y,,-
by these presents.
THE CONDMON OF THE foregoing obligati -op is' -such that the above named principal
has r 3& 4yo.4-1re, r
,=plr,ted improvements in the developmw knovig as
And the furffier condition that the pfincipal will - maintain all pa amnoved.
plans in said developmed fbr a period of not less thgatwent-Y ho—ur M ESMW from the dateof
the execution of this bond. Principal and Surety Wier a9m to Promptly reimburse the =
OF EDMONDS.for all emergency repairs mWor mefidenance necessaty to F"arve and maintain
prublic safety azi welfare of the public. Otha neccpary maintmance da be pm*pned by the
Prmpal on rekelpt *f seven (7) days notice ftm ffie CITY OF EDMONDS directing the
performance of such work; failing this, the CITY OF EDMONDS win perfim the work at the
expense of the Principal and/or Surety� At the end of inaintenwice by the Prblc�, the CITY
OF EDMONDS will inspect subject improvements and if in condition nfift4orY to dw CnT
OF wmoNDs PLANNI:N6 DivisioNiBuiLDiNG DIVISIONIENGINEERM DIVISION/
FW DEPARTMENT, thm this obligation shall be void', othcr-wifie. to rmain in full force and
effect.
U)
LU
a U in the event that any
W g It is hereby spoccificAy agreed by and between ft PgrfieB hereto t1latt
cc legal action must be taken to enforce the provisions of d& bmd or to coUwt Wd bond, the
C= C5
> " �-W prevailing patty shall be entitled to collect its cost and reasonable attorneys'.fms as a part of the
W 00 z Iz reasonable cost of securing the obligation hereunder. In the event of settlammt Or rMlAdon 0
UJ =
20
ce- a. 0 these issues, prior to the filing of any suit, the achW costs incurred by the City, including
C:J)
LU reasonable attorneys' few, shall be recoverable by the prevailing part34 not only from the
W judicial
CC > proceeds of this bond but also over and above said body as a part of any recovery in any
proceeding, in addition to recovery on the bond.
Incorporated Augu�t 11, 1890
Q.efow P;+I I . 14altianskri lihMAIN
MAR.21.2011a10:43PM NO.379 P. 2
MOW== Bond - From
Pap 2
SIGNEDo salad wd delivered this 2-5r'14 - day of MAI-w 20 h
CA-5c-ADU 6*tJ V- 777f,.,v,5 11L
NAU"F FD"ML INSTr=ON 0=0 5P1PRAqDR
SIGNATURE "W-
43-7 5,41Te—jol
INSTMMON MAIUNG ADDRESS
PEDAte,A05, &J 19 "2-01
Crry/STATFJw
MAWGADDMS
CnY/STATRW
(-qZ6) -7-71,-&51 q ACCEPTED:
PHONE CrrY OF EDMONDS
G60 I 0o 9,q al
ACCOUNTNUMBER, DATB
IMAN CIAL OfiTITUTION ACXNg_V=QE-NZNT-
STATE OF WASHINGTON )
) sq.
COUNTY OF k4s,�)
-1 e- day of , before me, the under -signed, a
on this - jtgo& _, 20
Notaxy Public in and fDr the Stjk of WashhVon, digy, oommmoned, and swom -parsoully
V�eamd
of
TITLE 0 FINANCIALINRITEMON
TO ME KNOWN TO BE THE
the cowation that
excouted the f0r0gDiq ingrument, and acknowledged the add histrment to be the fiw end
voluntary act and doed of Wd corporation, for the uses and purposas thertin, mentioned, and On
oath stgitod that kt- was authorized to oxmute said instrument and that the peg affixed is
the corporme sal of said corporation.
WMBSS my hand and official seal hereto affixed the day and you above written.
fl
I A
P ZLI
Notary Public NOTARY PUBUC in and for the
4tdle ol Washlri6ton I
VERNON WOODS. State of W residing at
MyA06ointriientlExplies Jon 4. 2012 WA q-8,2pj I
BONDMMIDW
WSW "/%
MAR.21.2011stlO:43PM NO.379 P. 3
�4wzm=90
Pop 3
QMMMLMQMR/CQMMT
0RAQ9QMjLDGM=
STAIE OF WASHNGTON
COLJNTYOF't��-gk) Sa.
l
On this day of — 01Wk--.4 20-LI before me, the under -I 4 a
mp
Notary Public in and for to $t k#IM f W
appeam — tu a o ashington, duly conunissimed and sworn, personally
ctt46 I
Us &:, e, TO NE KNOWN TO BE TIM
t)w�� tv4v- of
Title CmVm kaTm—
cogromadn) dW executed the foregoing mstnmant� and aelmowledged the said i n-arument to be
the free and voluntozy ad and deed of said lndhlduak�4�Shiplcorporafion, for the uses and
putposes therein mentiow4 and on oath stated that __,W_ was authorized to execute said
kstrument and that the seal affixed is the cm-porate seal, of mid corporatioa.
WrMEIS my hand and offmW seal hereto affixed the day and ym first above written.
Notary PubUc
State of Wasm4on NOTAkRY "LIC in and for the
VERNONWOODS State of W as=pm� ding at
My Appolntnm�fbokes,-Jon 4.2012
DONDMTPF.DOC
ROVIRod 09196
/'� C. I Boo
0 6
CITY OF EDMONDS
121 5th AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT
April 2, 2013
Cascade Bank
Assistant Branch Manager
437 Fifth Ave S, Suite 101
Edmonds, WA 98020
DAVE EARLING
MAYOR
Re: Maintenance Bond # 6501008336,Charies Ainsile, 316 Walnut St. Edmonds,
WA
Dear Sir or Madam:
The City of Edmonds hereby authorizes the release of $1,851.90 from the above
referenced account (landscape maintenance bond). All interested City departments have
approved release of this bond amount.
Sincerely,
!e�Z &a
Senior Permit Coordinator
Cc: Applicant
File
Incorporated August 11, 1890
Sister City - Hekinan, Japan
MAR.21.2011 10:44PM 0
nV EDAr
4
CFA!
& 't
co
NO. 379 - P. 4
DOW Posted
Date Expires
Acmunt
CitY of Edmonds
121 P Me= Nmlb - Edmonds - WA 9#= . (425) 77 I.M0 pgx (425) 771.022,
W"te: wWW-rjjedtnonds,nMg
DEVELOPMENT SEPLVICES DEPARTMENT
I i
Planning -Building - ringmemuig
CIZ.FROZI9NEVND-A!QCQ1M 40P�&CAPX
Edmonds Building Pminit No. CW�0 Off— 04
ProjoctAddress 21t, LjYd 7' .2
WHEWSI—oc hereinafter re1hrred to as '�dte Principar, has
Constructed and installed OWW11 improvements in connection with a projec, known as
M&W - T--7-- - — onasitelocawat-
. . the City of Edmonds, and
WOREAS, in order to provide wourity for the obligation of dw P
improvement which proves defective within rigojoj to rephir or replace any
-?)—VO year(s) (not to exceed two years) from acceptance
of the imptovment by the City of Edmonds herein referred to as "the City, and to enable the City to
relem the performance bondtfrozen fund account provided in connection with said improvements, this
bond has been secured and is hereby submitted to the City.
NOW, THEREFORz, the undersigned Principe and CA-SCAVIF- -6hV Y— --.A
R Fiftaricial butitution authorized to transact financial �U'Slnm in the StW Of Washington, herelru&r
referred to as "the Institudon", agree and bW themLselves. their heirs, executors, administrators and
assigns, unto the City in the sum of' jP
rl lawful money of the
United Sufts, according to the rbllowing��andd cionditions:
1) The Principal and 1=9tution agree that in the event that any of the improvements ingaLled by
the Principal or lutitution purstwt to the above re&Tenced piano, conditions aW file fail to remain
fte ftom defiwts in matmials, workmanship or installation or in the can of landscapin& fill to sumve
for a period of _JkLjoar(s) from the date of acceptance of the instalWon by the City, the lastitution
shall, upon demand of the City and the failure to cure the ddect widdu a reasonable time as determined
and specified by the City, remit to the City wift ton (10) days of rcooipt of demand fbr remittance, the
amount of this bond or such lesser amount 43 may be specified in the demand.
2) If the Principal fails to cure any defeat within the, time period requested by the City, its
employees and agents are hereby authorized to enter onto said property and peribrm said work. This
provision shall not be construed as creating an obligation on the part of the City or its representatives.
3) In the event any lawsuit Is instituted by ft City of Edmonds, the Principal or the Witution to
enforce the terms of this bond or to debminc the rights of any party hereunder, the prevailing party in
such litigation shall be entitled to =over ftom the losing party its costs, including re"onable
attorneys' *w, incurred as a result of such lawsuit.
RECEIVED
r -%Tva4vinT rTr nT?jn%PnR nnr7iA7 MAR 28 20il
DEVELJOPMENT SERVICES
COUNTER
MAR.21.2011 10:44PM NO.379 P. 6
6ty of Edmonds Maintwa:nce Frozen Fund Amount
Pago Three
DIEVELOPRIVOWNER-ACENMERgUMT
brtnershig
STATS OF WASHNaToN
COUNTY OF 50t
On this -2-64— , day of . A before me, the under signed,
Reptary Pub ir, in and fOf the State of Woshington, duly commissioned and sworn, personally appeared
to me Irnown to be dw lot �&ZjAaa::� the
VNE N&I'M emuted the foregoing instruumm, and acknowledged the said instrument to be
� r that
the free and voluntary act and deed of said partnership, for the useg and purposes therein mentioned,
and on oath stated that — - - �1, was authorized to execute said
instrument
W7NESS my hand and official seal hereto affixed the'day and year fipt #ive written.
NOTARY PUBLIC in and for the
r
State of Wash' n, residing at
Notcuy Public
Ildle ol Washfh-gtdn
VERNQN W000$
POOM
FMYAP' lh 9MIXOR63-jan4,2012
r VM% X"m Tir VN0,%r--r(A-7
MAR,21-2011 10:44PM NO.379 P. 5
Chy of %onds Maitnoce, Frozen Fund Account
Page TM
4) This ftown fund amount or savings amount "I remain in force and eff
oblipdons secured hereby have be= fWly pc&med and until sad ng Oct und, the
MPW Of the Institution or the Principal. relea irL writi bY the City at the
DATED this 15'r0 day of tvA-V-t-4 2,) L
A�/
(ZZ'
Fi n De
U4 A4#Ff*Z4,q_
51— i_
Offi
qf D 0,,Lo 0%, t./A Print Name
3'7 PP�t-,tvF6.
Ulailin Addrcs:Rhone Address
- (,5clobq-.33G
Account Number Phone Number
MNCLA.L R=VTION ACXNOWLEDGMNT
STATE OF WASHINGTON )
) ss.
COUNTY OF tit kal )
on this day of, dEvlk I befbre me, the under-sivied,
a Notary Public in and for the State of Wwhingt=4 duly commissioned and swop, personaHy appeared
I - I UA V-111 -A ':::�P I Afi to rne known to be the �Lj WtA'4&WA/.f
UAC"4— the corporation that executed the foregomigomistrument,
and acknowledged the said instrument to be the fte and voluntary act and deed of said corporation, for
the uses and purp oses therein mentioned, and on oath stated that - —Was
authorized to exetcute said instrument and that the seal affixed is the corpotate seW of said corporation.
WITNESS my hand and official sal hereto affixed the day
NOTARY PUBLIC in and for the
Not" Public
,itdto of Washington
VERNON WOODS
My Appointment Expires Jon'4, 2012
I - __ , . - r%0%01Pft
State of W110"Pri, residing at
-&/w , UJA q b2t)
A�&
ANCE BOND RELEASAFORM
MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM: ENGINEERING DIVISION DATE
PLEASE SIO
A6. PLANNING DIVISION DATE sit
PLEASE SIP
DATESENTTO: D U E B A C K: — C E I V E D:
oe
OF Wa! r/A 7271.���
PROJECT
�W/
MIND nzwAorm
pro Vs., , 0,
OWNER ADDRESS
TYPE OF BOND TC
BOND DATE POST
ATE INSPECTED 2— / 2 S— �t —��
Please field inspect at your earliest convenience for the release of the subject bond. If there are
outstanding requirements, please note in the space provided. Failure to respond by the noted bond
expiration date constitutes Department approval and automatic release of the bond. It is each
Department's responsibility to contact the developer/owner when outstanding issue prevent the release
of the bond. Please copy the Permit Coordinator on all City correspondence sent regarding this bond.
BOND IS APPROVED FOR RELEASE
BOND IS NOT APPROVED — OUTSTANDING REQUIREMENTS NOTED
1 .
2.
WORK TO BE COMPLETED WITHIN DAYS
COPY TO FILE SUSPENSE TO
COPY TO DEVELOPER CONTRACTOR
L:\TENP\BUILDING\FORMS\Cer-tificate 0ccupancy\bondre1.D0C7/17/2009
010�
CITY OF EDMONDS
A&I. �M__
121 5th AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: wwwdedmonds.wa.us
DEVELOPMENT SERVICES DEPARTMENT
/17C. jSC)Qj
Mar. 30, 11
Builders Financial Services, LLC
23103 100"' AVE W
Edmonds, WA 98020
Re: Performance Frozen Fund Account #0000062 for
316 Walnut Street 7 Unit Condo BLD2008-0031
To Whom it May Concern:
MIKE COOPER
MAYOR
The City of Edmonds hereby authorizes the release $12,141.00 from the above referenced
Performance Frozen Fund. All interested City departments have approved the release of the
Performance Frozen Fund.
Sincerely,
Theresa mbaugh
Permit Coordinator
cc: Applicant, Mr. Michel
File
UTemp/DST's/MasterLetters/Re I ease Performan ce02/0 I
Incorporated August 11, 1890
Sister City - Hekinan, Japan
Date Posted
Date Expires /g/ �K�=
Account NumbeV
City of Edmonds
121 5h Avenue North - Edmonds - WA 98020 - (425) 771-0220 Fax (425) 771-0221
Website: www.ci.edmonds.wa.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
PERFORMANCE FROZEN FUND
Edmonds Building Permit No. ':�Xo OF — 0 0 J
Project Address T/ 6
Owner/Developer
With reference to the above identified project, this will certify that this Banking Institution has
a frozen fund account/savings account (or loan) for the above -referenced developer/owner for the
project so identified. In consideration of the permitted development of the property this institution
hereby agrees that it will. freeze the sums of money for the indicated site improvements pending written
authorization for release of said funds by the City of Edmonds in the atnount of
$—ZR? a 0
The total sum indicated will be withheld by this Banking Institution from any disbursements of
any kind until written authorization has been received by the institution from the City of Edmonds to
release the sum of money indicated by the written authorization from the City.
The design, location, materials and other specifications for the indicated site improvements are
those required by the City of Edmonds and appear in the above -referenced Edmonds building permit
file and are in compliance with the Edmonds Community Development Code of said City.
In the event the owner/developer fails to complete the indicated improvements within
—e-'5W -weeksfion:t�_ (not to exceed 24 months) the City of Edmonds may demand,
and the'institution shall make, payment to the City ofsaid funds so that the improvements can be
installed or completed immediately to City standards. The institution shall not be liable to the owner
for any disbursement of said funds to the City of Edmonds.
It is hereby specifically agreed by and between the parties hereto that in the event that any legal
action must be taken to enforce the priovisions of this agreement or to collect said frozen fiind, that the
prevailing party shall be entitled to collect its cost and reasonable attorneys' fee§ as a part of the
reasonable costs of securing the obligation hereunder. In the event of settlement or resolution of these
issues, prior to the filing of any suit, the actual costs incurred by the City, including reasonable
attorneys' fees, shall be considered a part of the obligation hereunder secured. Said costs and
reasonable legal fees shall be recoverable by the prevailing party, not only from the proceeds of this
frozen fund account, but also over and above said body as a part of any recovery in any judicial
proceeding, in addition to recovery of the funds.
L:\TEMP\BUILDING\FORMS\BONDPerformartr,eFrozen.DOC
City of Edmonds Performance Frozen Fund Account
Page Three
DEVELOPER/OWNER ACKNOWLEDGEMENT
STATE OF WASHINGTON )
) ss.
COUNTY OF Joohory�)'Svl)
On this 9 4VI —, day of - _Dece-WIOCK 0) W& before me, the under -signed,
a Notary Public in and for the State of Washington, duly commissioned and -sworn, personally appeared
to me known to be the __ F(es) de'eLr of
the general partnership that executed the foregoing instrument, and
acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the
uses and purposes therein mentioned, and on oath stated that
was authorized to execute said instrument.
WITNESS my hand and official seal hereto affixed the day and year first above written.
S10 P4
IJB%�p
A 7o os Z' A�
OP W A.S\NN
NOTARY PUBLIC in and for the State of
Washing on, residing at
tb
C'o V\/\. rA 2--p - to —9 01
L:\TEUT\BUELDING\FORMS\BONDPerformanceFrozen.DOC
City of Edmonds Performanc4 F
.y6zen Fund Account
y ' --V
Financial Institution Owner/Developer/Principal
M_qVX"4V-
Officer/Title
a3Q-1S [(5z4`2Akt bi
Ma4g Addre 9 '3 Q(�,Q
bJA
Account Number
' o::r /0%
Print Name
r e7*'l'(-
Mailing Address , —Oc-e-ov--4-, r,"*-4c
'2 ? C - '02 .4
Telephone Number
FINANCIAL INSTITUTION ACKNOWLEDGEMENT
STATE OF WASHINGTON)
) ss
COUNTY OF Socino)-A)5
On this 941 -dayof DeCe-MOer , c;DOS/ before me, the
undersigned, a Notary Public in and for the State of Washington, duly commissioned and swom,
personally appeared PD(Pe(_�_ to me known to be the MeMtOew'
the corporation that executed the foregoing instrument, and
acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the
uses and purposes therein mentioned, and on oath stated that hz —was
authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation.
WITNESS my hand and official seal hereto affixed the day and year first above written.
�';14 EXP/4'
.0
0
0
Puw- qz�. Z.
NZ,
ko jku'tQ�
NOTARY PUBLIC in and for the
State of Washington, residing at
C�V� 9�0 Co "go
L:\TEMP\BLTILDING\FORMS\BONDPerfomianceFrozen.DOC
INAF.43(8-NE)
ro elm,
TvP r5oZ3
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MAX HEIGRT.- 93.25?
BA5EMENT: 51W
IST FLOM- GOB&
ZND FLOOR. 7O-9V
3KV FLOOK: 81.OV
W EX15T11*GRADF
FKMSCD GRAVE
W
NTS
2 BE 1.8)0 = 1.8
E =2)5=10
W wTAL REa PM
j: 14 r
)n comq- 5POT5
Flag
6417--lW296 = 45%.
)t k ReqW d I Actual 6417",-14'2-96
IN LOT appr=
-57. E-W
4 4r F
t Af IMPERVIOUS
r t Af
EAVES): Sa Ff
5id es w 100 VEWAY.-.!5�55.02 Sa FT.
W
TOTAL 8.621.87 5Q. FT.
RUT 5 to
PARCEL A2703-2301041-4400
kf -.r fARCEL B: 270-5-23.9-041-3--W
10 W PARCEL C: 2703-2&)-041-4900.
leight 301
TOP OF E)OSTING CAXH 13AS414 ON THE NW MOPM
CORNER OF PARCEL A HEEVATtON, 56W
'K* IN MUELLEFZ ON HIM HYDRANT LOCATED AT THE
V LAt I Wa INTEK5ECTION OF WALNUT ST. & 39D AVE 5 ON THE
NE COKNEF. SMVATION: 503Z
> IB64211'
14 . 6315 = AVE CRAVE
APPTRVED -BY PLA NNNG
' - / tz.?'ojc�
04SO
. ..... Cit JL Y COPY
RESUB
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Cm.nNG W RHE
IL NCV 10' 2008
8%LRNG A%16EIVr
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& - 21
MICHEL
OFF SITE & ON SITE DEVELOPMENT
COST ESTIMATES
12/2/2008
SITE LOCATION: 316 Walnut St UNIT Plan Check# 2008-0031
START DATE: 11/15/2008
COMPLETION DA- 12/15/2009 CONTRACT(MICHEL CONST. INc
776-2211 - ROB
DESCRIPTION: QUANTIT' UNIT COST
TOTAL
CONTINGENCY
Off Site:
CURB - Vertical (Ln. Ft.)
150
$12.00
$1,800.00
$360.00
SIDEWALK & Ram (Ln. Ft.) 150
$26.00 '"M $4-,6ftta
$806.00
PAVING (Sq. ft)
1,800
$1.20
$2,160.00
$432.00
STORM DRAINAG 6" PVC
Sub
7
$8.20
$57.40
$11.48
-Total:
64r
I'LCO-60
M 96"0
$792.00
Contingency,
$t,*89�48
Total: 010
1 ow. r)v
On-Site:
-------------
10,01- AID
Y 100/0
STORM DRAINAGE
36" ADS
52
$43.00
$2,236.00
$447.20
CATCH BASIN
3
$650.00
$1,950.00
$390.00
4" PVC
237
$11.20
$2,654.40
$530.88
6" PVC
23
$8.20
$188.60
$37.72
2" PVC Sch 40
36
$12.00
$432.00
$86.40
YARD DRAINS
6
$105.00
$630.00
$126.00
Control Structur
1
$84.00
$84.00
$16.80
SEWER 6" PVC
Water Line
4
Erosion Control
(Ln. Ft.)
DCDA Vault & Ass. LS
Footing Trench
LS
Retaining Walls
(Ln. Ft.)
Traffic Control
Trash Enclosure
(Ln. Ft.)
b TOTAL:
Contingency
TOTAL:
Grand Total:
,vtm-4
1,*4700b
17
180
1
1
0
42- 11
40
$8.20 $+-,;?L� $355.88
J4(p.00
$14.00
$238.00
$47.60
$4.00
$720.00
$144.00
$6,500.00
$6,500.00
$1,300.00
$744.00
$744.00
$148.80
$0.00
$0.00
-$Be."
$7.20
$14.00
$560.00
$112.00
$18,752,40 $3,750.48
20% N, $3.750.48
$28,07N6
City Fee: 2.2% $617.59
* 11, 36 3 vt to '14 2 0 1 6 Sl - &0
gzak) &ivo_� �01:�140-08
4 3 31 00 0 <Orpf L-
T - 10/0 1 to 5WIT f ws r- A -124 . of - ,
MICHEL
OFF SITE & ON SITE DEVELOPMENT
COST ESTIMATES
12/2/2008
SITE LOCATION: 316 walnut st 7 - Unit Plan Check42008-0031
START DATE: 11/15/2008
COMPLETION DA- 12/15/2009 CONTRACTf MICHEL CONST. Inc
776-2211 - ROB
DESCRIPTION:
QUANTITI
UNIT COST
TOTAL
CONTINGENCY
Off Site:
CURB - Vertical (Ln. Ft.)
150
$12.00
$1,800.00
$360.00
SIDEWALK & Ram (Ln. Ft.)
155
$26.00
$4,030.00
$806.00
PAVING (Sq. ft)
1,800
$1.20
$2,160.00
$432.00
STORM DRAINAG 6" PVC
7
$8.20
$57.40
$11.48
Sub -Total:
$3,960.00
$792.00
Contingency
$1,609.48
Total:
$5,569.48
On -Site:
STORM DRAINAGE
36" ADS
52
$43.00
$2,236.00
$447.20
CATCH BASIN
3
$650.00
$1,950.00
$390.00
4" PVC
237
$11.20
$2,654.40
$530.88
6" PVC
23
$8.20,
$188.60
$37.72
2" PVC Sch 40
36
$12.00
$432.00
$86.40
YARD DRAINS
6
$105.00
$630.00
$126.00
Control Structur
1
$84.00.
$84.00
$16.80
SEWER
6" PVC
217
$8.20
$1,779.40
$355.88
Water Line
4
17
$14.00
$238.00
$47.60
Erosion Control
(Ln. Ft.)
180
$4.00
$720.00
$144.00
DCDA Vault & Ass.
LS
1
$6,500.00
$6,500.00
$1,300.00
Footing Trench
LS
1
$744.00
$744.00
$148.80
Retaining Walls
(Ln. Ft.)
0
$0.00
$0.00
Traffic Control
Cones
12
$3.00
$36.00
$7.20
Trash Enclosure
(Ln. Ft.)
40
$14.00
$560.00
$112.00
Sub TOTAL:
$18,752.40
$3,750.48
Contingency
20%
$3,750.48
TOTAL:
$22,502.88
Grand Total: $28,072.36
City Fee: 2.2% $617.59
TITY COPY
RESUIS
"V 10 2008
LANDSCAPE
CWN
COST ESTIMATES'
1 M11/08
SITE LOCATION:
316 Walnut St 7 - UNIT
Plan Check#
2008-0031
START DATE:
11/15/08
COMPLETION DATE:
12/15/09 CONTRACTOR:
MICHEL CONST. INC
776-2211 -ROB
DIESCR10'FION:
QUANTrry UNIT COST
TOTAL
Install Automatic irrigation system'- 5 zones $4,000.00
$4,000.00
Landscaping plants
$4,130.00
$4,130.00
Sod
$320.00
$320.00
Topsoil
25 $15.00
$375.00
Bark
12 $21.75
$261.00
Labor
$3,260.00
$3,260.00
TOTAL:
$12,34.6.00
WALNUT STREET Ep BY FNGINE RINIG
App
-R. qv�
51 5 R
5�565.
-j PARKNG.'
dA
f7
13 LF-6 PVC
- @ 16.57. 20 LF-6' PVC Y,— Z=7- 28 LF-6" Pvc
c @ 2. 07.
0 CAP
CO-IE=53.65
60
56,11
56 --j Q�
El/
7R A 49- MLI
co�l
------------
EXIS77NG SSCO
IE= 48. 10
--- --------------- - -------------- - - -4'
4-
GARAGE SLAB ELEVVIONS.
DRI VFWA Y FR01V T=52.30
CEN7ER=51.30
-- - - - - - - - - - BACk=51.80
r
PVC @ 2.07- MIN.
rn 1 5 LF+1
(6 TYP.)
lb
lb'
Al
+
58
- --------------
P 2 221 -6- PVC 18 LF-6" PVC
-6" PVC L
2 LF 20 F
920% -.)331E:u Z.ux —N
@ 15.1
(r5 WA
04
L-XV I R PIN
SIDE SEWER DESIGN FOR MICHEL CONS7RUCITON, INC. 27367
co f 'a, < G ; 05� cp
Z-4 C= S17E. 316 WALNUT S7REET, EDMONDS, WA GISTQ�
AL
DA 7E. 8- 10- 09
SCALE.- 1 "=20' EXPIRES: 1 �105 �O9
Momox
City Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220'
Fax: :.425.771.0221..
_� this form i-
The Critical Areas Checklist contained on s td"
be filled out *by any person preparing a Development
Permit Application for the City - okEd n or to
Mogo pri
his/her submittal of the application . '�o the City.
The. purpose. of the Checklist is to - enable City sta ' ff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist should be. easily
available. from observations of the site or data available at
City Hall (Critical areas inventories; maps, or soil
surveys).
Date Received:
City Receipt #:
Critical Areas File #:
Critical Areas Checklist Fee:- $135.00
Date Mailed to ADolicant:
property o -or his/her authorized representative,
wrier,
must fill out the,checklist sign and. date it, and submit it
t6the Pity. Ibe City will review the checklist makea
precursory slie"-Visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signp4,copy
of this form to assist City staff in finding and locating'..the
specific piece of property described ' on* this form. In
addition, the applicant shall . mclude other pertinent
information (e.g. site plan, top oigraphy map, etc.) 'or
.sbidies mi conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees.
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including r6asonable
attorney's fees, arising from any action or infractidil'--based in whole or part upon- false, misleading, inaccurate or,
incomplete information fimiished by the applicant his/hei/its agents or employees.
Bymy signature, I cerbf�r that the informationand exhi�its herewith submitted are trw and correct to the best of my
knowledge and that I am authorized to fil on on the bebalf of the owner as listed below.
0:� �3\wli — —
SIGNATURE oF A.PpLicANT/AGENT DA-It-
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant(Agent to apply for the subject land use application,
and grant my permissioil.for the public officials and the staff.of the City of Edmonds to enter the subject property forthe
purposes of inspection and postin attendant to this li ti
SIGNATURE OF OWNER DATE
PLEASE PRINT CLEARLY
OwnefZ"Joicant.
L
Name
7 9,,9 7-* 2,_
Street Address
I-- d h, " all -
city State zip
Telephone: Z2 S_ __2 :2
Email address (optional):
ApplicantRepresentative:
Name
;?'�d 7- 2—
Street Address
��dML&�
city State zip
Telephone: X�ZS_ :2 7(a 2- /Z
Email Address (optional):
j.
#P20
c *769
Critical Areas Che klist cA F'le NO:
Site Information (Sofls/topogaphy/ ydrolog /vegetation)
1. ..Site Address/Location: 7
2- Property Tax Account Number.. 70 3 A 3��: oO 41t .3 /_/7 eo 0
3. Approximate Site Size (acres or squarel et')a
6et): _t"�20
4L Is this site currently developed? no.
k"yes;
If yes; how is'site developed? A, �41�*
5. Describe the general site topography. Check all that apply.
Flat less flian 5-feet elevation change. over entire site.
R.olling- slopes on site generally less than 157o (a vertical rise of 10-feet over a horizontal
t
distance of 66-feet).
Hilly: slopes present an site of more than 15% and less than 30% (a vertical rise of 10-feet
over a -horizontal distance -of 33 to 66-feet).
Steep: grades of greater than 30%.present on site (a vertical rise of 10-feet 'over a horizontal
distance of less than 33-feet).
Other (please describe):
6.. -Site. contains areas of year-round standing water: ;Approx.Depth--
Site -contains areas of seasonal standing water: ;Approx-Depth-
What season(s) of the year?
8. Site 1�ih-the f1b.,6 way flobd -of a
p! urse.
3
9. Site contains a creek or an area -where tvater flows across the grounds surface? Flows are year-round?
Flows are seasonal? (What time of year?
io. Site is primarily:.. forested, meadow ;shrubs mixed
urban.landscaped (lawn, shrubs etc)
11. Obvioxi�s �Ve�aAd`ls on site:
Use Only
For City Staff
I. Plan Check Number, if applicable?
2. Site is Zoned? 9. M, Z, -t
3. SCS mapped soil type(s)? - 2-'7 1164 04- W�, 0 -k'& f4p�r
5 - 41 At, �—A , W-b.1, I t�,,r 7, 4, V�
4. Critical Areas inventory or CIA. map indicates Critical Area on site? No C
5. . Site within designated earth subsidence landsli& hazard area? tj..
DKUAhgNATI0N
STUD YREQUIRED
Reviewed b3r. Date: /0&
Critical Areas Chc.cidist/3-2-5.2004
UA
PLANNING DATA
0." 1 STREET-- - -
New Commercial I Multi -Family Projects
Na
Date: A
Site Address: oict
Plan Check BLD -
Project Description:
Use(s) Proposed: S(C&,Lf(��J
Allowed Use: ()V I NO)
CUP File Number:
To Allow What Uses:
Legal Nonconforming Land Use Determination Issued: (YES 14*
Reduced Site Plan Provided: �E) NO)
Zoning: �em
Map Page:
Comp Plan Designation: /41L/1�( FC4/4(
Corner Lot: QED)NO)
Flag Lot: (YES
A D 6 F i I e N u m b e r (4atE-w—a—f We-d): AP6 - (96 —
Iq
Lot Area: q6 Lb
/ I/
Plans Match ADB Approved ?_ V1 NO)
Shoreline Required: (YES AEO
Critical Areas Determination fl.- (,4+Z_o06o0&9
El Study Required
V�Waiver
SEPA Determination:
NVExempt 7 IN e -7
500 ctb, 7 �
VQ Needed (for sites with c yards W-gradding or w�th-Z1402feet of Puget Sound or Lake
Ballinger. Requires: (1) Fee, (2) Environmental Checklist, and (3) APO List with notarized form)-
9equired.Setbacks
Stree1V
Side.
Adlual. Setbacks
Street.- S—
Side:
Side:
/ ?_ A,
Lot Coverage/F-AR Required:
Lot Coverage/FAR Pr-evided!
Lot Coverage/FAR-Galeu4ations:
...Building Height
Datum Point: 4M %kw�_
Datum Elevation:-,�
Maximum Height:
Actual Height: 71i� roo _r
Subdivision:
Lot Aggregation Required:
"in
_)9-e
Landscaping Matches ADB Approved: h 6 ok c, (vc4d /a -
L I andscaping Bid Provided.- (YES No
Bond Amount (100% Bid):
Plan Review By:
ut
I
o,A
PLANNING DATA
New Commercial I Multi -Family Projects
Commercial Aarking A ��lj
Business Name Type/Use Parking Tenant F R
I Ratio Area
Total Parking Required --
Total Parking Pi-ovided--
Multi-Family Pa rking Am�
# Bedrooms per Dwelling Unit
Parking Ratio
9 Units
Required
Parking
Studio
1.21D.U_
I Bedroom
1.51D.U.
-2-
2 Bedrooms
1.8/D.U-
3 + Bedroomsjf_,�r
2.0/D.U_
5
Total Parking Required.
Total Parking Provided.
060r,
cc,
�rak 0 1,'101nCrKt:2.C>
,4�
X61.
I L
2,5 1
C -6s�
,
51.
Z.
�A At C9
�) ( � J� OA
vilckfnf�4�
�Z_ -7
(CVIJSC��e_ 61V
q-'7-,7
z Iq
6�. -so
5) e0CL)t- Cl'�ROJ OP' �ItA nu _C9
60- 7'�
Plan Review By: o iv%.A-v- or e/tvicld-
FRIECEIVED
JAN 1-8,2008
Dennis M.- Bruce, 'P.E. BUILDING DEPARTMENT
CITY OF EDMONDS
M.S.C.E., M.B.A. Geotechnical /Civil Engineer
January 15, 200
r, t i FILE
fmSm"a
City of Edmonds -
c/o Michel Construction
7907 2121h St. SW, # 102
Edmonds, WA 98026 �
Subject: Geotechnical Evaluation — Foundation / Shoring Recommendations
Proposed 7-Unit Building
316 Walnut St., Edmonds, Washington
This engineering report presents the results of a geotechnical evaluation of the
Michel Construction property at 316 Walnut St., Edmonds, Washington. This evaluation
was required by City of Edmonds Building Department.
REFERENCES: "
Project Plans by McGrew Michel Building Design dated November 5, 2007
Site photographs
BACKGROUND:
The overall property at 316 Walnut St., Edmonds, Washington is rectangular in
shape (approximately 130 feet by 110 feet). See plans.
The overall site is gently sloped with no significant geotechnical features. The
existing building, driveways, concrete fences, etc. are to be removed in conjunction with
the proposed development for a 3-story building (with underground garage) as indicated
on the site plan.
. Visual evaluation of the overall property reveals no evidence of any geotechnical
distress: no slides, no soil tension cracks or any evidence of erosional degradation.
EVALUATION:
In order to augment the existing site geotechnical information, 4 soil test holes
were hand dug by this engineer on December 119,2007. All 4 test holes revealed
similar sub -grade conditions, namely:
SOILS - FOUNDATIONS - 81TE DEVELOPMENT - INSPECTION - DRAINAGE DESIGN& PERMIT - LEGAL
P.O. Box 55502 - Shoreline, WA 98155 - (206) 546-9217 - FAX (206) 546-8442
City of Edmonds 0.
C/o Michel Construction, Inc.
January 15, 2008
Page 2
0" to 611
6" to 38" (bottom of test holes)
0
Organics, roots, and organic silt
Dense native sands
No groundwater was encountered in any of the 4 test holes. All test hole walls
remained vertical and stable. No sloughing or caving occurred.
NOTE: This engineer has performed many soil investigations and follow-up
inspections, in the vicinity of this site and verifies dense, native, sub -grade soils allowing
for normal / standard reinforced concrete footings.
CONCLUSIONS I RECOMMENDATIONS:
Based on the findings of this investigabon, and experience with similar sites in
the area, the Michel property at 316 Walnut St., Edmonds, Washington is
-gootechnically approved for the proposed 7-unit building, subject to the following:
Temporary shoring: The proposed excavation cuts of up to 9 feet may be uopen
cuf within the property if the 'soil cuts are sloped at 1: 1 (temporary declination).
This.engineer's experience recommends temporary Eco-Block shoring to allow -
for a "cleaner" excavation and foundation zone during construction (see attached
temporary Eco-Block shoring design).
Standard reinforced continuous and spread footings. Allowable bearing
pressure: -3,000 p.91
Equivalent fluid'pressure of 35 p.c.f. is recommended for any retaining wall
design provided drainage zone is inspected and verified by this engineer.
For retaining wal-I.design, use friction factor of 0.55 and passive pressure of 350
p.c.f.
Geotechnical inspections by this engineer prior to any foundation concrete
placement.
The proposed structure can be supported on conventional continuous and
spread footings bearing on undisturbed native soils or on structural fill placed above
native soils. See the later sub -section entitled General Earthwork and Structunal Fill for
structural fill placement and compaction recommendations. Continuous and individual
spread footings should have minimum widths of eighteen (18) and twenty-fbur�(24)
inches, respectively, and should be b o--ftomed at least eighteen (18) inches below the
lower adjacent finish ground surface.
City of Edmonds
c/o Michel Construction,, Inc.
January 15, 2008
Page 3
Depending on the final site grades, some over -excavation may be required below
footings to expose competent native soils. Unless lean concrete is used to fill the -'over
excavated hole, the width of the over -excavation at the bottom must be at least as wide
as the'sum of two times the depth of the over -excavation and the footing width. For
example, an over -excavation extending two feet below the bottom of a three-foot wide
footing must be at least seven feet wide at the base of the excavation.
Footings constructed according to the above recommendations may be designed
for an allowable soil bearing pressure of three thousand (3,000) pounds per square foot
(p.s.f.). A one-Ahird increase in this design bearing pressure may be used when
considering short-term wind or seismic loads. For the above design criteria it is
anticipated that total post-construction'settlement of footings founded on competent,
native soils (or on structural fill up to five (5) feet in thickness) Will be about one-half
inch, with differential settlements on the order of one -quarter inch.
Lateral loads due to wind or seismic forces may be resisted by friction between
the foundations and the bearing soils, or by passive earth pressure acting on the *
vertical, embedded portions of the foundations. For the latter condifion, the foundations
must either be poured directly against undisturbed soil or the backfill pl . aced around the
outside of the foundation must be level structural fill. We recommend the following
design values be used for the foundation's resistance to lateral, loading:
Paramete
Coefficient of Friction
Passive Earth Pressure
Where:
Design Value
0.55
350 p.c.f.
P.O. is pounds per cubic foot.
(2). Passive earth pressure i& computed using the equivalent fluid density.
We recommend that a safety factor of at least 1.5 be used for design of the
foundation's resistance to lateral loading.
SLABS -ON -GRADE,:
Slab -on -grade floors may be supported on undisturbed, competent native soils or
on structural fill. The slabs may be ' supported on the existing soils provided these soils
can be re -compacted prior to placement of thelree-draining sand or gravel underneath
the slab. This sand and gravel layer should be a minimum of four (4) inches thick. We
City of Edmonds
c/o Michel Construction, Inc.
January 15, 2008
Page 4. - -
also recommend using a vapor barrier such as 6-mil. plastic membrane beneath the
slab with minimum overlaps of 12 inche's for sealing purposes.
PERMANENT FOUNDATION AND RETAINING WALLS:
Retaining walls backfilled on one side only should be designed to resist lateral
earth pressures imposed by the soils retained by these structures. The following.
recommended design parameters are for walls less than twelve (12) feet in height,
which restrain level backfill:
Parameter . Desi-qn Value
Active Earth Pressure* 35 p.c.f.
Passive Earth Pressure 350 p.c.f.
Coefficient of Friction 0.55
Soil Unit Weight 125 p.c.f.
Where:
(1) p.c-fAs pounds per cubic foot
(2) Active and passive earth pressures are computed using equivalent fluid
densities.
For restrained walls which, cannot deflect at. least 0.002 times the wall
height, a uniform. lateral pressure of one hundred,(100'p.s.f. should be
added to the active equivalent fluid pressure)..
The values given above are to be used fordesign of permanent foundation and
retaining walls only. An appropriate safety factor should be applied when designing the
walls. We recommend using a safety factor of at least 1.5 for overturning and sliding.
The above. design values do not include the effects of any hydrostatic pressures
behind the walls and assume that no surcharge slopes or loads will be placed above the
walls. If these conditions exist, then those pressures should be added to the above
lateral pressures. Also, if sloping backfill is desired behind the walls, then we will need
.to be given the wall dimensions and slope of the backfill in order to provide the
appropriate design earth pressures.
Heavy construction equipment should not be operated behind retaining and
foundation walls within a distance equal to the height of the wall, unless the walls are
designed for the additional lateral pressures resulting from the equipment. Placement
City of Edmonds
c/o Mi6hel Construction, Inc.
January 15, 2008
Page 5
and compaction of retaining wall backfill should be accomplished with hand -operated
equipment.
Retaining Wall Backfill
Backfill placed within eighteen (18) inches of any retaining or foundation walls
should be free -draining structural fill containing no organics. This backfill should contain
no more than five (5) percent sift or clay particles and have no particles greater than
four (4) inches in diameter. The percentage of particles passing the No. 4 sieve should
be between twenty-five (25) and seventy (70) percent. Due to their high sift content, if
the native soils are used as backfill, a drainage composite, such as Mirafi and
Enkadrain, should be placed against the retaining walls. The drainage composites
should be hydraulically connected to the foundation drain system. The purpose of these
backfill requirements is to assure that the design criteria for the retaining wall is not
exceeded because of a build-up of hydrostatic pressure behind the wall. The
subsection entitled General Earthwork and Str6ctural Fill contains recommendations
regarding placement and compaction of structural fill behind retaining and foundation
walls.
EXCAVATION AND -SLOPES:
As stated, the excavation for the garage level may be undertaken at a 1: 1
temporary cut. Experience recommends that temporary Eco-Block shoring be utilized to
minimize excavated material and result in a "clean" foundation zone during construction
(see attached Eco-Block shoring design).
In no case should excavation slopes be greater than the limits specified in local,
state and national government safety regulations. Temporary cuts up to a height of
four (4) feet deep in unsaturated soils may be vertical. For temporary cuts having a
height greater than four (4) feet, the cut should have an inclination no steeper than 1:1
(Horizontal:Verfical) from the top of,the,slope to the bottom of the excavation. Under
specific recommendations by the geotechnical engineer, excavation cuts may be
modified for site conditions. All permanent cuts into native soils should be inclined no
steeper than 2:1 (H:V). Fill slopes should not exceed 2H: IV. It is important to note that
sands do cave suddenly; and without warning. The contractors should be made aware
of this potential hazard.
Water should not be allowed to flow uncontrolled over the top of any temporary
or permanent slope. All permanently exposed slopes should be seeded with an
appropriate species of vegetation to reduce erosion and improve stability of the surficial
layer of -soil.
City of Edmonds
clo Michel Construction, Inc.
January 15, 2008
Page 6
DRAINAGE CONSIDERATIONS:
Footing drains are recommended at the base of all footings and retaining walls.
These drains should be surrounded by at least six (6) inches of one -inch -minus washed
rock wrapped in non -woven geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar
material). At the highest point, the perforated pipe invert should be at least as low as
the bottom of the footing and it should be sloped for drainage. All roof and surface
water drains, must be kept separate from the foundation drain system.
No groundwater was observed in any of the 4 test holes during the fieldwork.
Seepage into the planned excavation is possible, and likely if excavation occurs during
winter months, and if encountered should be drained away from the site by use of
drainage ditches, perforated pipe, French drains, or by pumping from sumps
interconnected by shallow connector trenches at the bottom of the excavation.
The excavation of the site should be graded so that surface water is directed off
the site and away from the tops of slopes. Water should not be allowed to stand in any
area where foundations, slabs, or pavements are to be constructed. Any exposed
slopes to be covered with plastic to minimize erosion. Final site grading in areas
adjacent to buildings should be sloped at least two (2) percent away from the building,
except where the area adjacent to the building is paved.
GENERAL EARTHWORK AND STRUCTURAL FILL:
The proposed building and pavement areas should be stripped and cleared of all
surface vegetation, all.organic matter, and other deleterious material. The stripped or
removed materials should not be mixed with any materials to be used as structural fill.
. Structural fill is defined as any fill placed under the building, behind permanent
retaining or foundation walls, or in other areas where the underlying soils needs to
support loads. This engineer should observe site conditions during and, after excavation
prior to placement of any structural fill.
. All structural fill should be placed in horizontal lifts with a moisture content at or
near the optimum moisture content. The optimum moisture content is that moisture
content which results in the greatest compacted dry density. The moisture content of fill
soils is very important and must be closely controlled during the filling and compaction.
process.
The allowable thickness of the fill lift will depend on the material type, compaction
equipment, and the number of passes made to compact the lift. In no case should the
City of Edmonds
c/o Michel Construction, Inc.
January 15, 2008
Page 7
lifts exceed twelve (12) inches in loose thickness. The following table presents
recommended relative compaction for structural fill:
Location of Fill Placement
Beneath footings, slabs or walkways
Behind retaining walls
Beneath pavements
Minimum Relative
Compaction
95%
90%
95% for upper 12 inches of
Sub -grade, 90% below that level
Where: Minimum relative compaction is the ratio, expressed in percentages, of
the compacted dry density to the maximum dry density, as determined in
accordance with ASTM Test Designation D-1557-78 (Modified Proctor).
Use of on -Site Soils
If grading activities take place during wet weather, or when the sandy, on -site
soils are very wet, site preparation costs may be higher because of delays due to rains
and the potential need to import granular fill. The on -site soils are generally sandy and
thus are not highly moisture sensitive. Grading operations will be difficult when the
moisture content of these soils greatly exceeds the optimum moisture content.
Moisture sensitive soils Will also -be susceptible to excessive softening and
pumping" from construction equipment traffic when the moisture content is gre6terthan
the optimum moisture content.
Ideally, structural fill, which is to be placed in wet weather, should consist of a
granular soil having no more than five (5)r, percent silt or clay particles. The percentage
of particles passing the No. 200 sieve.should be measured from that portion of the soil
passing the three -quarter -inch sieve.
The use of "some" on -site soils for fill material may be acceptable if the upper
organic. materials are segregated and moisture contents are monitored by engineering
inspection.
DRAINAGE CONTROLS:
No drainage problems were evident with the existing building and overall
property at 316 Walnut St. It is understood that the new 7-unit building will comply with
City of Edmonds
c/o Michel Construction, Inc.
January 15, 2008
Page 8
City of Edmonds requirements for gutters, downspouts and storm water control tight
lines into the existing City of Edmonds storm water system.
CONCRETE:
All foundation concrete (footings, stem walls, slabs, any retaining walls, etc.)
shall have a minimum cement content of 5-1/2 sacks per cubic yard of concrete mix.
TEMPORARY ECO-BLOCK SHORING:
As previously mentioned, it is a contractor choice to open cut the excavation at
no steeper than 1: 1 declination.
However, practical experience strongly recommends the use of temporary Eco-
Block shoring to minimize removal of excavated material and result in a "clean"
foundation zone during construction (see attached Eco-Block shoring design).
INSPECTIONS:
The recommendations of this report are only valid when key geotechnical
aspects are inspected by this engineer *during construction:
0 Soil cuts
• Foundation sub -grade verification
• Temporary Eco-Block shoring, if required
• Any retaining wall, or rockery placement
• Any fill placement
• Subsurface drainage installation
• Temporary and permanent erosion control measures
SUMMARY:
The proposed Michel Construction 7-unit building at 316 Walnut St., Edmonds,
Washington is geotechnically viable when constructed in accordance with the
recommendations herein, compliance with City of Edmonds approved plans and
requirements, and key geotechnical inspections during construction. .
CLOSURE:
The findings and recommendations of this report were prepared in accordance
with generally accepted professional engineering principles and practice. No other
warranty, either express or implied, is made. The conclusions are based on the results
City of Edmonds
c/o Michel Construction, Inc.
January 15, 2008
Page 9
of the field exploration and -interpolation of subsurface conditions between explored
locations. If conditions are encountered during construction that appear to be different
.than those described in this report, this engineer should be notified to observe the
situation and review and verify or modify the recommendations.
If there are anyquestions, do not hesitate to call.
IOU ME
DMB:abj
Dennis M. Bruce, P.E.
Geotechnical / Civil Engineer
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CA FILE NO. c1q Z99
46itical Areas Checklist*
-------------------------------------------------------
Site Information (soils/topography/hydrolog,,y/vegetation) ��-Mwry
% A 40,
*01/ 40
1 . Site Address/Location:
2. Property Tax Account Number: �.3_27_a3
3. Approximate Site Size (acres or square feet): 33 0 0
4. Is this site currently developed? X yes; no.
If yes; how is site developed? �21ne &( . ore-k,4 /c, )Ce-3 LC "e-p-
5. Describe the general site topography. Reck all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of I 0-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of
10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of I 0-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: ; Approx. Depth: _
7. Site contains areas of seasonal standing water: IZc2 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway /-7cf_-> floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flo . ws are year-
round? Flows are seasonal9
(What time of year?
10. Site is primarily: forested ; meadow shrubs mixed
K-69�an �scae �n,shrubs etc)
11. Obvious wetland is present on site: e�>
------------------------------------------------------ For City Staff Use Only ----------------------
I. , site 'is Zoned?
DETERMINATION
Aca_chk.doc; Rev 10103/97
City of Edmonds
CRITICAL AREAS CHECKLIST
The Critical Areas Checklist contained on this form is
to be filled out by any person preparing a
Development Permit Application for the City. of
Edmonds prior to his/her submittal of a development
permit to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, 'or
may be, present on the sub ect property. The
information needed to complete the Checklist should
be easily available from observations of the site or
data available at City Hall (Critical Areas inventories,
maps, or soil surveys).
An applicant, or his/her representative, must fill out
the checklist, sign and date it, and submit it to the
City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map along with the signed
copy of this form to assist City staff in finding and
locating the specific, piece of property described on
this form. In addition, the applicant shall include
other pertinent infor m-ation (e.g., site plan, topography
map, etc.) or studies in conjunction with this Checklist
to assist staff in completing their preliminary
assessment of the site
I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
Bkla�a
Name
s ') 'Y
Street Address
e� aw ncL Yi
city State. Zip
L/a5- �? 2& -) (00 G
Telephon
Signature
&=12 -.9 �!
Date
Applicant Representative:
Name
Street Address
City State Zip
Telephone
Signature
Date
c:reccption\jana\cac1.doc
(over)
()Q�
November 23, 1999
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA M020 - (425) 771-0220 - FAX.(425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
I
Brian Bums
318 Walnut St.
Edmonds, WA 98020
Subject: Determination regarding Critical Areas Checklist # 99-299
BARBARA FAHEY
MAYOR
Dear Applicant:
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
IMPORTANT INFORMATION TO BE NOTED:
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIS OR CRITICAL AREAS STUDY,
The -DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a
project -specific determination.
You mus t submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION MTH ALL 40
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
Enc: Critical Areas Determination
* Architectural Design Board
C:ReceptionUana\CRLTR.d0c
Thank you.
Sharla Graham
Planning Secretary
Incorporated August 11, 1890
Sister City - Hekinan, Japan
0
3) F m vt& S�.-
ctrtp of
DEPARTM
At: 316 Walnut Street
Occupancy established by this .-certific
R2/S2
e
(1b 011b
ENT OF BUILDINGS
kilt
International Building Cod Section I '�Q
BLD2008-0031
—Buildina-Permit
Dwelling Units: **7** No. Stories: 4
Ty piRZonstruction: VA Basement: No
d er
Maxirnum'�06cu�ant -oa.,- (P IBC 1004)
--remain
Roohi,&bpacitj-sigii�,'_Whe'n req,-uhred" t Oosted at a'filimes.
A
--S -#102: Edmohds, WA 98026
r 07r2lit' t�SW.
Building Owner: Michel Construction OW
It P CdMP'L, -REQUIREMENTS OF THE 2006
THE Michel 7 Unit Condo HAS.-,�BEEN'*�INS'P,.E'Clkp�l�ND A RROVED!,AS,� �YIN6 WITH THE
EDITION OF THE INTERNATIONAL 951—LDINGCODE AS ADO D BY-THEi'CITY,FOR'THE-GROURIAND DIVISION OF OCCUPANCY AND THE USE
I �� � 11
FOR WHICH THE PROPOSED OCCUPANCY IS CLASSI FIED.
s th
Issued this 18 da
ICIAL
BY: —
This certificate shall be posted in a conspicuous public area and shall not be removed, mutilated or
ition at all times. Any change of occupancy or use requires a building permit and a new
Certificate of Occupancy issued by the City of Edmonds Building Official.
I.E.B. 111. 2 0 0 9 A : 3 1 PM NO. 450 P. 4
"#Jlw U11SIGN & ENGINEERIN01 INC.
11006 60"' Ave West structural Analysis
Mukjlt96 WA 98275 Structural Design
(425) 143-1117— [,lx (425) 493-83"B's Design Services
July 3, 2008
References: 316 Walnu% Edmond I s Washington
House BiU 1848
Upon review design drawings and documents Provided by the architect, I find that these
sAtisfy the reqUireMonts qf S
'ection$ I throiggh 19 of the
,4bove Mff
1848). House sin
An independent inspector shall verifY compliance of said documents and provide
rePOrt(s) to the building department, architect, developer and to our office.
Alex K Moroseos, PE, SE
100
STREET FILE
RESUB
FEB 12 2009
Wz���
&%To%;: -ET
FILE
Crff OF EDMONDS RECEIVED
TRAFFIC IMPACT ANALYSIS JAN 18 2008
BUILDING DEPARTMENT
WORK SHEET CIT)f OF EDMONDS
Name of Proposed Project: -
Owner/Apoficant:
�
Name
svg
StreeMailing Address
E-T)
City State zip
Telephone: 2ZI �
Applicant Contact Person:
601T Sct4LUIA �,EVL,
Na=
90 SNAG
Streetimailing Address
city state zip
Telephone:
Traffic: Engineer who prepared the Traffic Impact Analysis:
Firm Name
I. PROJECT DESCRIPTION
a. Street address Qfknown):. Ve
Contact Name
15T
b. Location: [All r
c. Specify existing land use:
Telephone
(Attach a vicinity map and'siteplan.)
d. Specify proposed type and size of development: —+ 1yo V"r kk V
e. When will the project begin construction and when will it be completed.? 56AsAw— 2mli�
f Define proposed access locations: AwtLf GFT- OF t1AAL-WVr
g. . Define proposed sight distance at site egress locations: 7(%) 3co 1
Ll
TRIEP GENERATION
a- Ex'sfing Site Trip Generation Table:
Land Use
(Af
b. Proposed Project Trip Generation Table:
Daily (ADT)
Land Use. Daily (ADT)
Lt V's %-r
c. Net New Project Trip Generation Table:
PM, Peak-Hmr -Trips
IN _ OUT.
2.13
_2 -5
PM Peak -Hour Trips
IN OUT
w"',
d. State assumptions and methodolo y for internal, link -diverted or passby trips:
.9
f�-Y�ears A�fter �Oeni�nLo&-
With Project:
Without Project:
Note any assumptions/variations to standard analysis default values and justifications:
7. WTIGATION RECOM3UNDATIONS
State recommended measures and fees required to mitigate Project specific traffic impacts. Traffic impact
fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as id ti '
in ECDC 18-82.120, except as otherwise pr' en fi ed
ovided for independent fee calculations in ECDC 18.82.130.
6ZMiri72=�TIt , Zpf r:p—
DWO !L SAI 14. 7- (040--,Z)
,0 1W 1ZW 'AT T 544,49/Mi-T
4 A. 1-7
Xt
Drainage Report
for
Walnut Street Condos
3'Diameter Detention Pipe
Date Prepared:
Prepared for:
Site Address:
Z(f
00 4 Is
May 2, 2008
Michel Construction, Inc.
7907 212th ST SW
Edmonds, WA 98026
(425) 776-2211
316 Walnut Street
Edmonds, INA
APPROVED AS NOTED
BY ENGINEERING
RESUB L A T- I K r-,.-): 1 1 11 yj'Lv�
JUL 10 2008
m&w&mwvSTREET FILE
MICHEL CONSTRUCTION, INC.
316 WALNUT STREET
CONDOMINIUM DEVELOPMENT
5-2-08
OVERVIEW:
A condominium complex is proposed for the property located at 316 Walnut
Street, Edmonds, WA.
The site slopes downward from the eastern to the western sides of the site from
approximately 4.5% to 7.5%. A total impervious area, (rooftop, concrete walkways, and
driving surface) used for calculating the on -site detention system is 7,687 sf.
DETENTION SYSTEM:
The site area is 14,294 square feet. The site is less than one acre in size and. is
within the Shell Creek Drainage Basin. The storm water detention system is designed in
accordance with the SCS method and the ECDC 18.30.060.A.1l.a for the 2, 10, and 100-
year 24-hour storm events. The release structure is designed to release flows for the three
storms events at the calculated pre -developed peak flows for the corresponding 2, 10, and
100-yr, 24-hour design storms. A chart of the pre -developed, post -developed, and
controlled flows is shown below:
DESCRIPTION
PRE -DEVELOPED
FLOWS
DEVELOPED
FLOWS
CONTROLLED
RELEASE DEV FLOWS
2-YR, 24-HR
0.02 cfs
0.07 cfs
0.02 cfs
I 0-YR, 24-HR
0.05 cfs
0.10 cfs
0.05 cfs
I 00-YR, 24-HR
0. 11 cfs
0.17 cfs
0. 11 cfs
The detention system consists 52 LF-3' diameter pipe coupled together with the
storage in two Type I -L catch basins.
Per the Soil Conservation Service Soil Survey of Snohomish County, the soil for
the above referenced site is listed as Alderwood Urban Land Complex and Kitsap Silt
Loam.
Alderwood and Kitsap soil types are listed as Hydrologic Soil Group "C" per
Table 111-1.6 of the 1992 Stormwater Management Manual for the Puget Sound Basin.
Soil Map -Snohomish County Area, Washington
(Michel Walnut Street Condo's)
-4bZ4U �oqbJJU Z)4b4ZU 54b!) I U 5466UU 545690 546780 546870
Edmond
A LZ.J
Wit
4.7
fir ix:7 4
r
'LL
j
046
Ilk
LL
JI
A
104
Iry
' W,
'ijp'
I*W
:'ISITE
A
,07
7r
546240 541 546420 546510 546600 546690 546780 51,470
N -Meters
0 50 100 200 300
.aFeet
A .0 200 400 800 1,200
USDA Natural Resources Web Soil Survey 2.0
aW conservation service National Cooperative Soil Survey
12/11/2007
Page 1 of 3
0
0 0
SYMBOL
N A M1,E
I
Ahlenwod gravelly sandy lost". 2 to a percent slopes
2
Atcletwood gravelly saintly loom, 8 to,16 percent slope$
3
Alderwood gravelly sandy loam, IS tq.25 percent slopes
4
Aldorwood�Evarettqrovolly sandy loamt;, 26 to 70 patient slopes
6
Aldirwood-Urban 1" complex. 2 to II pereq,til slopes
6
Alderwood-Utban land complex, 0 to 15 percent slope$
7
arsillowlefyi silty clay loam
8
BelOngham Variant mucky silty clay.loom,
9
Cathcart loam, 3 lot S percent $top"
10
Cathcart loam. IS to 26 percept slopes
I I
Callicatt too ' m ' 2S to SO percent slopes
12
Cty0hermists, nearly level
13
CuIxel fine sandy loam
14
E"It sill a (*am, 3 to 30 percent slopes
Is
Eivnil-djopterun t c*nV!ex,.l S�to 30 percent slopes
16
Efirpolt-Olonsouni-Rock outcrop complex. 30 to 60 percent slopes
I I
Everett gravvily sandy:laarn, 0 to 8 percent slopes
is
Everett firwelly sently, loam, 8 to IS percent %topaz
19
Everett gravelly sandy loam. IS to 25 percent slopes
20
Fluvowents, tidal
21
Golchell silt loam, 3 to 30 percent slopes
22
Gotchell�Oso consplex, �S to 30 percent st"s
23
Getchall-0so-Flock outcrop complex, 30 to 65 percent slopes
24
Greepwaror loomy tend
25
Harinit-Potchub-flock outcrop comlotox, 65to 90 percent slopes
26
Indianola toamy send, 16 to 2S percent slopes
pmswr� 21
Kitsop silt loam 6 to 8 percent slopes
28
Kitsap silt loam, 8 to 25 portent slopes
29
Xilsop silt loam, 26 to 50 percent slopes
30
Lynnymod $oomy $and. 0 to,3 percent slopes
31
LVnnvwqod-Norgsr consplets,165 to go percent slopes
32
McKenna gravelly silt loam. 0 to'$ powAnt'slopet
33
Menzel ditJoarn. Q to 3 percent slopes
34
Mukilsee, inuck
36
Notgar fine sandy loom, 0 to 15 percent slopes
36
NorW fine sandy fisam� 15 to 30 patient slopes
37
Nargar-Lynnwood coxhirlex, 30 to 6S percent slopes
is
Natgw Variant sandy town, 3 to 30 percent slopes
39
Neff"is loom
46
Norms Variant loom
'41
OgartV.Tolotsl -Rock outcrop complex, 65 to 96 percent slopes
42
otorrownt gravelly loam. 3 to Is percent slopes
I ,
43
Olamoun t-Elwat I -Rock outcrop complex. 66 to 90 percent slopes
44
orcas peat
45
Oso gravelly loom; 3 to I S,parcons, stopes
46
040-Gatchell-Rock puttreip',complex, 6S to 90 percent slopes
47
Poilik silt loam, 0 to 8 percent slopes -
48
Pastik silt loom, 8 to 26 portent slopes,
49
Postik silt loom, 25 to 60 percent.slopes
so
I'llchuck losmy send
61
Pit$
62
Potchub silt loam . 3 1* 30 patient slopes
53
Potchub-HarmIt consplex. IS to 30 percept stop-
54
Polch.b�Hartpl;- Flock outcrop complex, 30 to 66 percent slope s
55
Puget silty clay learn
56
Puyallup fine sandy loom
57
Regnar fine sandy loam. 0 to 8 percent slopes
1511
Rognor fine.sandy loam. 8 to 15 portent slopes
69
Riv*rvash
60
Robe( silt loom, 0 to 06 percent slopes
63
Robot slit loom. 15 to 30 percent slopes
62
Robot silt loom, 30 to 65 percept slopes
�63
Skykomlsh gravelly loom, 0 to 30 percent slopes
.64,
Snohomish slit loam
65
sulsever orwelly loam, 0 to 8 percent slopes
66
Sultan sal(loam,
67
Sultan vatiant slit town
68
Sum", silt loam
69
Torric Mocilsoprists, neatly,levol
70
Tokut silt loom. 2 to 8 percent slopes
71
Tokul W t loam, 0 to 16 percent slopes
72
Tokul gravelly loom. 0 to 6 percent slopes
73
Takul gr"ty loom'. a to I S percent slopes
74
Tokut gravelly loom, 15 to 25 petcont slopes
76
Tokul-ClIfuty-Flock outcrop complex, 0 to 2S percept slopes
76
Terkul-02orty4jock outcrop complex, 25 to,65 percent slopes
77
Tokul-Winston gravelly loams, 25 to,65 percent slopes
JS
Us ban land
79
Vadoi mucky silt loam, 3 so 25 parve nt slopes
so
Winston gravelly loam, Itto:3 percent slopes
8 ' I
Winston gravelly loam. 3 to 30 percent slopes
82
x0rarthents. nearly, level
9 0
Table 2.2 Hydrologic Soil Series
for.Selected Soils in Washl gton State
. Soil Type —
Hydrol2gic Soil Grou p
soill�ype
Hydrologic Soil Group
Ague w
.
C
14oko
C
Ahl
H
I loodsporl
C
Aits
C
Hoogdal
C
-7Td—emmd
Tjoypus
A
r
Arents, (CM100
'voo
lluel
A
Arenis, Everett
B
Indianola-
A
Ashoc7
B
Jonas
Boldhill
13
junipc
B
Barneston
C
Cn
K.11alocl)
C
Baunigard
Kapowsin
C /D
Beausite
B
Katula
C
Belrast
C
Kilchis
C
Beffingliarn
D
I sap
Bellingham variant
C
—
_R IOUs
C
Boistrurt
13
Klonc
D
Bow
1)
Lates
C
Briscot
1)
Lcbnni
B
Buckley
C
Lurnmi
D
Bunker
B
Lynnwood
A.
Cagey
C
Lystair
B
Carlsborg
A
Mal
C
Cney
D
Manley
B
Cassolary
C
Mashel
8
Cathcart
B
Mayiown
C
Centralia
B
McKenna
D
Chehalis
B
McMurray
D
Chesaw
A
Melbourne
B
Cinebar
a
Men7el
B
Clallarn
C
Mixed Alluvial
variable
Clayton
B
Molson
Coastal beaches
variable
Mukilteo
C/D
Colter
C
Naff
a
Custer
D
Nargar
A
Custer, Drained
C
National
B
Dabob
C
Ncilton
A
Delphi
D
Newb, . erg
Dick
A
Nisquially
Dirnal
0
Nooksack
C
Dupont
D
Nornm
CA)
Earlmont
C
Ogart Y*
C
Edgewick
C
Olete
C
Eld
8
010111ount
C
Elwell
0
Olympic
B
Esquatzel
13
Orcas
D
Everett
A
Oridia
D
Everson
D
Orting
D
Galvin
Oso
C
Getchell
A
'Oval]
C
Giles
8
Pastik
C
Godfrey
D
Illeency
C
Greenwater
A
Phelan
D
Grove
C
Pilchuck
C
liarstine
C
Potchub
C
Ulartnit
C
Poulsbo
C
Hoh
B
Prather
C
August 2001 Volume III - Hydrologic Analysis and Flow Control BMPs 2-19
STORKWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN
Table 111-1.3
(Published by SCS in 1982)
scs western Washington Runoff curve Numbers .
Runoff curve numbers for selected agricultural,.
-suburban and urban
4.04&�
CURVE NUMBERS BY
LAND USE DESCRIPTION
HYDROLOGIC
SOIL GROUP
A B*
C
D
Cultivated land(l):
winter condition
86 91
94
95
Mountain open areas:
low growing brush A grasslands
74 82
89
492
Meadow or pasture:__
65 78__(�5
89
Wood or forest land:
undisturbed
42 64
76
81
wood or forest land:
young second growth or brush
55 72
ell
86
Orchard:
with cover crop
81 as
92
94
open spaces# lawns,
parks, golf courses, cemeteries,
landscaping.
Good condition:
grass cover on 05% of the
68 80
90
Fair condition:
area
grass cover on 50-75% of
77 as
90
92
the area
Gravel toads & parking lotet
'76 85
89
9i
Dirt roads & parking
lots:
7 1 2 82
87
89
Impervious surfaces,
pavement, roofs etc.
98 9
98
open water bodies:
lakes, wetlands, ponds etc.,
100 100
100
100
single family residential(2)-.,
Dwelling Unit/Gross
Acre %1mperv1ioue(3)
separate
curve
number
1.0 DU/GA
is
shall be
selected
for
I.S DU/GA
pervious
& impervious
2.0 DU/GA
25
portions
of'the
site
2.5 DU/GA
36
or basin
3.0 DU/GA
34
3.5 DU/GA
38
4.0 DU/GA
42-
4.S DU/GA
�46
5.0 DU/GA
48
5.5 DU/GA
so
6.0 DU/GA
52,
6.5 DU/GA
54
7.0 DU/GA
156
PUD's, condos, apartments, %impervious
commerc*. 1 businesses must be
industrial areas
computed
(1) For a moredetAiled description of agricultural land use curve.numbers refer
to National Engineering Handbookj Sec. 4, Hydrology, Chapter 9, August 1972.
(2) Assumes roof and driveway ruhoff.is directed into street/stor'm system.
(3) The remaining pervious areas (lawn) are considered to be in good
condition for these curve numbers.
FEBRUARY, 19,92
IMPERVIOUS AREA:
BUILDING. 6, JJ6 SF
PA VEMEN T- 94J SF
SIDEWALKS: 408 SF
TO TA L: 7,687 SF
(0. 176 � ACRES)
SITE AREA: 14,294 SF (O.J28 ACRES)
IMPERWOUS AREA EXHIBIT 12-11-07
MICHEL WALNUT SWET CON00"S 10063
EX C9
EX CB
EW 5&56(8-E)
1W 511,78(12-S)
1� 4
NY, :0.90(12'S)
!NV. O.:�8-0
5&5 a
M!)
INV. 60. 9-W)
INV, 5-3,4" Ej
- — — — — — —
— — — — — —
— — — — —
WALNUT
STREET
�1. N)
41
7SD
ss—
3M.V5
N 89*4,V34' E
160.00.
EX ca
:Nv. 54.10(12r-H)
NY. 54.08(8*S)
7 T
r ---
... .. . ...
T T;777:;*.,
..
x
F
TV
SIGN
130.00'
6 AR
CE
ICY
F FH
EX. 3- BRASS PLATE
-- — — — — — — — — — —
E
70.00'
w wom 30* 3Q' n Dt ca
FENCE p
D SIGN MV. 61,7 12*
la z
Nv. stwe
WATER
< 2'-V HIGH Mw
33VAULT
COW,', PARCEL C
CoNc
)o L' 01
CoNrl
CA
r-:� C3 to
13 ci
PARCE (D z
A Z 0 APLEML)
EX. HOUSE Ln I
0
)o 130 rn �2 (A C5
D
cs.
U! C)
N F5� =1 t-t WE
3' RAIL
';�:woo
60.001 k Ot
Ci
01 84 1
C)
(n EX C8 I @
Tw MAW LAY
0 6
0 INV. �s RAL
1� IN, FEN
CA
-0 INV. S4.07(IrN EX. BLDG SD
m
CHERRY
ca
c� Nv. 81,74(t
PARCEL 8 :Nv. 81,40c.
NV. W62(
Nv. 5&85(
SECTION LINE ZZZ//////Z E.
'-tf
2"MNE _--ld 2'
14 RNE 30.00,
FENCE 1M
00' -*"HIGH CONQ WALL Do'
:5 338.62' N 89-44'14* E
FOUND EX. [RON PIN 1, —7-w� FOUND EX. IRON PIN
I C waw—J
WTH PLASTIC AP INV. 5&SX4-SW) cs INV. S&q'x4*E) NTH PLASTIC CAP EXTRU CUREI
NO'D LSA#17970 1W 5&514-W) NY. S&8%4-%V) NO'D LSA#17970 FOUND EX. IRON PIN
D INV. 57 71 1 Er E) "V' m:�' 8* N) (0,40-E & 0.03'N) VATH PLASTIC CAP
(0.55*E & OJON) INV. 57'62(lirl,l) INV. Eim 8-w) NO'D LSA#22969
U)
0 D U N P L AT T E D 71ME OF CONCEN7RARON EXHIBIT
E MICHEL WALNUT SIREET CONDO'S
0
0063 12-12-07
R 41"v T,
----------------------
S'S"4eAle:4 M�5Abe)W,=eAtz-
2� i5 vv4 vaeb �5;,o A1.4 /,r/ /,5- 2, A CR c r
76 A CROS
TH6
7—F,,z i5rcz�c
5/1/08 4:31:49 page 1
dr 316 Walnut- Street
31 DIA DETENTION PIPE
BASIN SUMMARY
BASIN ID: A10OX
SCS METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
NAME: 100 YR, 24 HR EXISTING
0.33 Acres
TYPElA
3.00 inches
10.00 Min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.11 cfs VO L:
I .
BASIN ID: AIOX
SCS METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE.�..:
PRECIPITATION .... :
TIME INTERVAL .... :
BASEFLOWS:
AREA. . :
CN.... :
TC.... :
0. 00 cf s
PERV
0,33 Acres
85'.00
13.86 min
0.04 Ac-ft TIME: 510 min
NAME:.10 YR 24 EXISTING
0.33 Acres BASEFLOWS
TYPEIA
2.00 inches AREA..:
10. 00 min CN.
TC.:!:::
0. 00 cf s
PERV
0.33 Acres
85.00
13.86 min
ABSTRACTION COEFF: .0.20
PEAKRATE: 0.05 cfs VOL: 0.02 Ac-ft TIME: 510 min
BASIN ID; A2X .
SCS METHODOLOGY
TOTAL AREA ......
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL ......
NAME: 2-YR 24 EXISTING
0.33 Acres
TYPElA
1.50 inches
10.00 min
BASEFLOWS:
AREA. . :
CN .... :
TC .... :
0. 00 cf s
PERV
0.33 Acres
85.00
13.86 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 84.00 ns:0.1500 p2yr: 1.50 s:0.0476
TcReach - Sheet L:, 53.00 ns:0.1500 p2yr: 1.50 s:0.0755
PEAK RATE: 0.02 cfs VOL: 0.01 Ac-ft TIME: 510 min
BASIN ID: B100D
SBUH METHODOLOGY
TOTAL AREA.....,.�..:
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL ....
NAME: 100 YR 24 HR, DEVELOPED
0.33 Acres
TYPElA
3.00 inches
10.00 min
BASEFLOWS:
AREA. . :
CN ....
TC ....
0. 00 cf s
PERV
0.15 Acres
86.00
6.30 min
ABSTRACTION COEFF: 0.20 '
PEAK RATE:. 0.17 cfs VOL: 0.06 Ac-ft TIME: 480 min
IMP
0.00 Acres
0.00
0.00 min
IMP
0.00 Acres
0.00
0.00 min
IMP
0.00 Acres
0.00
0.00 min
IMP
0.18 Acres
98.00
6. 3 0 min
5/1/08 4:31:,49 page 2
w 316'Walnut Street 0
3" DIA DETENTION PIPE
- --------------------
BASIN
SUMMARY
BASIN ID: B10D
NAME:.10.YR
24 NRI DEVELOPED
SCS METHODOLOGY
TOTAL AREA ....... :
0.33 Acres
BASEFLOWS: 0.60 cfs
RAINFALL TYPE .... :
TYPElA
PERV
IMP
PRECIPITATION .... :
2.00 inches
AREA..: 0.15 Acres
0.18 Acres
TIME INTERVAL ... 0.
10. 00 min
CN.' 86.00
98.00
TC.:.**.:: 6.10 min
6.30 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0,10
cfs VOL: 0.04
Ac-ft TIME: 500 min
BASIN ID: B2D
NAME: 2 YR 24
HR DEVELOPED
SCS METHODOLOGY
TOTAL AREA .......
0.33 Acres
BASEFLOWS: 0.00,cfs
RAINFALL TYPE—.:
TYPElA
PERV
IMP
PRECIPITATION.... :
1.50 inches
AREA..: 0.15 Acres
0.18 Acres
TIME INTERVAL.o..:
10.00 min
CN.�t.: 86.00
98.00
TC.... 6.30 min
6.30 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.07
cfs VOL: 0.02
Ac-ft TIME: 500 min
3
5/1/08 4 .-3 1: 4,Vm 316 Wa lnut Streeo page
31 DIA DETENTION PIPE
HYDROGRAPH SUMMARY
PEAK
TIME
VOLUME
HYD
RUNOFF
OF
OF
Contrib
NUM
RATE
PEAK
HYDRO
Area
cfs
min.
cf\AcFt
Acres
1
0.021
510
519
cf
0.33
2
0.048
510
917
cf
0.33
3�
0.113
510
1836
cf
0.33
4
0.068.
500
1068
cf
0.33
5
0.102
500
1570
cf
0.33
6
0.166
480
2714
cf
0.33
11
0.019
640
1068
cf
0.33
12
0.054
530
1570
cf
0.33
13
0.108
500
2714
cf
0.33
5/1/08 4:33:1 v m 3116 'Walnut Street* page
31 DIA DETENTION PIPE
STORAGE STRUCTURE LIST
UNDERGROUND PIPE ID No. P1
Description: 31 DIA DETENTION PIPE
Diameter: 3.00 ft. . Length:
Slope... : 0.0000 ft/ft upstr:-
[)e4-errn,jje J)ecreose
I VI Pe
Od
1 57. 00 ft.
dnstr:
%
13
S2-' 3
I
-3
6.34 7R�
316 Walnut Sttee
31 DIA DETENTI PIPE
-------------------
DISCHARGE STRUCTURE LIST
MULTIPLE ORIFICE ID No. 01
Description: ORIFICE
Outlet Elev: 55.00
Elev: 54.85 ft Orifice Diameter: 0.7500 in.
Elev: 56.60 ft Orifice 2 Diameter: 1.6500 in.
5/2/08 11:56 m page 2
316 Walnut Streeo
31 DIA DETENTION PIPE
LEVEL POOL TABLE SUMMARY
KATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE M)j-r(H
< -------- DESCRIPTION --------- > (Cfd) (cfs) --id- --id- <-STAGE> id VOL (cf) WAK
2 YR, 24 HR .................. 0.02 .0.07 PI 01 56.53 11 - 206.85 cf o .0 2.
10 YR, 24 HR ................. 0.05 O.1D Pi 01 56.81 12 254.43 ef 0. OS'
100 YR 24 HR ................. 0.11 0.17 PI 01 57.86 13 395.58 cf 0 1(
11
F.
CUT
FILL
EL.
CUT (SF)
nLL (SF)
50.9
6,460
0
52
6,607
0
54
7, IX
0
56
9,495
0
58
8,901
0
60
8,74J
156
62
J,616
0
Ol
64
1,402
0
66
259
0
GRADING CALCULA 71ONS
WALNUT S77?EET CONDO'S
66
1-13-08
006J
0
Grading Quantities
Walnut Street Condo's
Section
50.9
52
54
56
58
60
62
64
66
Total Cut (CY)
3,658
Net
cut
this estimate =
Cut
Ave End Distance
Volume
(sq
M
(ft)
(cy)
6460.0
6,534
2.00
484
6607.0
6,869
2.00
509
7131.0
8,313
2.00
616
9495.0
9,198
2.00
681
8901.0
8,822
2.00
653
8743.0
6,180
2.00
458
3616,0
2,509
2.00
186
1402.0
831
2.00
62
259.0
130
2.00
10
f0ject No.:
0063
Date:
14-Jan-08
By:
MPI
Total Fill (CY)
12
3,647
cubic yards
Fill
Ave End Distance
Volume
(so
M (ft)
(cy)
2.00
2.00
2.00
78 2.00
6
156.0
78 2.00
6
2.00
2.00
2.00
Page 1
i . I
CITY OF EDMONDS
ARCHITECTURAL DESIGN BOARD MEETING
Synopsis -
1 .1 S 2001>
MARCH 7, 2007
Chair Valerie Kendall called the March 7, 2007 meeting of the Architectural Design Board to order at 7:00 p.m., at the
City Council Chambers, 250 6" Avenue North, Edmonds, Washington. I
ROLL CALL:
Board members Dresent
Valerie Kendall
Richard Schaefer
Betti Jo Smith
Michael Mestres
Board member Utt was absent.
Staff presen
Gina Coccia, Planner
Linda Aynd, Recorder
APPROVAL OF ARCHITECTURAL -DESIGN BOARD MEETING MENUTES:
BOARD MEMBER SCHAEFER MOVED, SECONDED BY BOARD MEMBER MMSTRES, TO APPROVE
THE MINUTES OF FEBRUARY 7,2007. THE MOTION CARRIED UNANIMOUSLY.
APPROVAL OF AGENDA:
BOARD MEMBER SCHAEFER MOVED, SECONDED BY BOARD MEEMEBER SMITH, TO APPROVE
THE AGENDA FOR MARCH 7,2007. THE MOTION CARRIED UNANIMOUSLY.
AUDIENCE CONEVIENTS:
None.
CONSENT AGENDA:
None
PUBLIC HEARINGS - MINOR PROJECTS:
None.
PUBLIC HEARINGS - MAJOR PROJECTS: I
FILE NO. ADB 2006-149: Application by Michel Construction for a new 5-Unit Multi -Family buildi�g located at 316
Walnut Street in the Multiple Residential (RM-2.4) zone.
BOARD MEEMBER NMSTRES MOVEDTO APPROVE THE PROJECT UNDER THE GUIDELINES THAT
HAVE BEEN ILLUSTRATED BY STAFF AND THAT THE PROJECT MEETS ALL CODES AND
REGULATIONS. HE THOUGHT IT WOULD BE A POSITIVE NEW BUILDING FOR EDMONDS.
Architectural Design Board Meeting Page I March 7,2007 - Synopsis
-Chaii-woman Kendall and Board member Schaefer suggested Mr. Mestres provide a more detailed motion.
BOARD MEMBER MESTRES AMENDED THE PREVIOUS MOTION, SECONDED BY BOARD
MEMIBER SMITH, TO APPROVE THE PROJECT DESIGN CONDITIONED UPON THE FOLLOWING
ITEMS:
0 THE LANDSCAPE PLAN IS REVISED TO REFLECT THE DESIGNATED TREES, I.E., GINGKO
BIELOBA,'PRINCETON SENTRY'AND/OR MAII)ENHAIR. TREE ON WALNUT STREET;
IT IS THE RESPONSIBILITY OF THE APPLICANT TO APPLY FOR AND OBTAIN ALL
NECESSARY PERMITS.
THE BOARD FINDS WITH THESE CONDITIONS THE PROPOSAL IS CONSISTENT WITH THE
COMPREHENSIVE PLAN AND OTHER ADOPTED CITY POLICIES, AND THE PROPOSAL SATISFIES
THE CRITERIA AND PURPOSES OF ECDC CHAPTER 20.10 — ADB CRITERIA AND ECDC CHAPTER
20.12 — LANDSCAPING, AND THAT STAFF HAS FOUND THE PROPOSAL MEETS THE
REQUIREMENTS OF THE ZONING ORDINANCE.
MOTION CARRIED UNANIMOUSLY (4-0).
CONSOLIDATED PERMIT APPLICATIONS (No Public Participation):
FILE NO. ADB-2006-154: Application by Robert & Judy Reichler for a second -story addition to an existing medical
office building located at 21827 76th Avenue West in the RM-2.4 zone.
BOARD MEMBER 'SCHAEFER MOVED, SECONDED BY BOARD MEMBER MESTRES, TO
RECOMMEND APPROVAL BY THE ARCHITECTURAL DESIGN BOARD TO THE * HEARING
EXAMINER OF ADB FILE NO. 2006-154 WITH THE FOLLOWING CONDITIONS:
INDIVIDUAL ELEMENTS OF TTIE PROJECT ARE REQUIRED TO MEET ALL APPLICABLE CITY
CODES:
0 SPECIFICALLY, THE ADDITION MUST BE DESIGNED SO THAT IT CLEARLY REMAINS
OUTSIDE OF THE 15-FOOT WEST STREET SETBACK;
SPECIFICALLY, THE PROPOSED USE OF THE BUI[LDING WILL NEED TO BE CONFIRMED
SO THAT IT CLEARLY MEETS THE PARKING REQUIREMENTS;
SPECIFICALLY, T.HE- ROOF WILL NEED TO 'BE DESIGNED SO THAT IT ENCLOSES THE
MECHANICAL EQUIPMENT AND CLEARLY MEETS THE 4/12 PITCH REQUIREMENT FOR THE
HEIGHT OF THE ROOF BETWEEN 25 AND 30 FEET.
IT IS THE RESPONSIBILITY OF THE APPLICANT TO APPLY FOR AND OBTAIN ALL NECESSARY
PERMITS.
THE PEDESTRIAN ACCESS FROM 76' AVENUE SHALL BE MODIFIED TO AVOID HAVING TO
TRAVEL THROUGH A PARKING AREA.
THE BOARD FINDS WITH THESE CONDITIONS THAT THE PROPOSAL IS CONSISTENT WITH THE
COMPREHENSIVE PLAN AND OTHER ADOPTED CITY POLICIES, AND THE PROPOSAL SATISFIES
THE CRITERIA AND PURPOSES Of ECDC CHAPTER 20.10 — ADB CRITERIA AND EeDC CHAPTER
Architectural Design Board Meeting Page 2 March 7,2007 - Synopsis
of EI)Af
"04', CPO
CITY OF EDMONDS
121 5TH AVENUE NORTH, EDMONDS, WA 98020 (425) 771-0220
RCW 197-11-970 Determination of Nonsignificance (DNS)
DETERMINATION OF NONSIGNIFICANCE
Description of proposal: The proposal is to construct a new 5-unit multi -family condominimum building
on a lot of approximately 14,294 squareJeet in the Multiple Residential (RM-2.4) zone. There is a pending
Architectural Design Board (ADB) file for the design review of the project (ADB-2006-149) and'the public
hearing will be held on March 7, 2007 at 7:00 PM in the Council Chambers (250 5th Avenue North). The
project also proposes to cut approximately 2000 cubic yards of material in order to keep the building under
the height limit.
Proponent: Michel Construction, Inc., represented by Dwight McGrew.
Location of proposal, including street address if any: 318 and 320 Walnut St. and 404 4h Ave S.
Lead agency: CITY OF EDMONDS
The lead agency has determined that the requirements for environmental analysis and protection have
been adequately addressed in the development regulations and comprehensive plan adopted under
chapter 36.70A RCW, and in other applicable local, state, or federal laws or rules, as provided by RCW
43.21C.240 and WAC 197-11-158 and/or mitigating measures have been applied that ensure no
significant adverse impacts will be created.
An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was made
after review of a completed environmental checklist and other information on file with the lead agency.
This information is available to the public on request.
XX This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 14
days from the date below. Comments must be submitted by February 28, 2007.
Project Planner: Gina Coccia, Planner
Responsible Official: Rob Chave, Planning Manager
Contact Information: City of Edmonds 1121 5th Avenue North, Edmonds WA 98020 1425-771-0220
Date: D-P-l+-,'J-0DT
Signature: r-012- F-oe, (,HAVV,
XX You may appeal this. determination to Rob Ch6ve, Planning Manager, at 121 5th Avenue
North, Edmonds WA 98020, by filing a written, appeal citing the sp ecific reasons for the
appeal with the required appeal fe ' e, adjacent property owners list and notarized affidavit form
no later than February. 28, 2007.
You should be prepared to make specific factual objections. Contact Gina Coccia to read or ask about the
procedures for SEPA appeals.
XX Posted on February 14, 2007, at the Edmonds Public.Library, Edmonds Com '
munity Services
Building, and the Edmonds Post Office..
XX Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of. the
Checklist.
Page I of 2
SEPA DETERNONATIONJIMALNUTDOC
2114/07.SEPA
Mailed to the following along with tihe-En'ir6n' "Checklist:
V mental
XX Environmental Review Section XX
Department of Ecology
P.O. Box 47703
Olympia, WA 98504-7703 XX
XX COMCAST
Outside Plant Engineer, North Region
410 Valley. Ave NW #12
Puyallup, WA 98371-3317 XX
XX ApRlicant:
Michel Construction, Inc
Dwight MVrew
7907212 StreetSW#102
Edmonds WA 98026
Attachments
pc: File No. ADB-2006-149
SEPA Notebook
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Olympic View Water & Sewer District
23725 Edmonds Way
Edmonds, WA 98020
Puget Sound Energy
Attn: Elaine Babby
PO Box 90868, M/S XRD-1W
Bellevue, WA 98009
Dean Saksena, Senior Manager
Snohomish Co. PUD'
PO Box 1107
Everett, WA 98206-1107
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Page 2 of 2
SEPA DETERNONATION_316WALNUTDOC
2/14/07.SEPA
AV41im-F-W
m- 1=1-a I CITY OF ED-M'* ONDS
ENVIRONMENTAL CHECKLIST
St.
Purpose of Checklik
The State Environmental Policy Act (SEPA), chapter 43.21 C RCW, requires all governmental agencies to consider the envirom-nental
impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with
probable significant adverse impacts on the quality of the environment. Te purpose of this checklist is to provide information to help
you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to
help the agency decide whether an EIS is required.
Instructions for Applicants:
This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this
checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer
the questions briefly, with the most precise information known, or give the best description you can.
You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer
the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if
a question does not apply to your proposal, write "do not know" or does not apply". Complete answers to the questions now may
avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations- Answer, these questions if
you can. If you have problems, the governmental agencies can assist you.
The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of
land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you
submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there
maybe significant adverse impact.
NOTE: Projects generating new traffic will be required to submit a Traffic Study prepared by a licensed Professional Civil Engineer.
Specific requirements for the Traffic Study may vary depending upon the project, and will be provided by the City Engi ' neer upon
request.- Please contact the Engineering Divisi ;o;;q i4qpq fo
V- r specific study requirements. City review of the Traffic Study
on at
may require assessment of the "Development ProjectE�er iew" fee of $45 plus the cost of the review.
:�'+-4-5 - -711 , 0 L-2, 0
Use of checklistfor nonproject proposals:
Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete
the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D).
For nonproject actions, the references in the checklist to the words "prqject," "applicant," and "property or site" should be read as
"proposer," and "affected geographic area," respectively.
A. BACKGROUND
1. Name of proposed project, if applicable: A/At AJ
04
3.
5-(A V1 (
2
Address and phone number of applicant and contact person:
Page ) of 24
4. Date checklist prepared:.
5. Agency requesting checklist: City ofEdmonds
6. Proposed timing or schedule (including phasing, if applicable): 007 t�"
ASTAFF COMMENTS)
7. Do you have any plans for future additions, expansion, or further activity related to or connected with this
proposal? If yes, explain.
A16
(STAFF COMMENTS)
8. List any environmental information you know about that has been prepared, or will be prepared, directly related
to this proposal.
C6 CyAld�--J(
(STAFF COM
f V1 a C"Vk"
F1'j C, C, R- A- — D (,p — 0 D (0 Fs 11 VV C[ i VICAI "
.9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting
the property covered by your proposal? Ityes, explain.
(STAFF COMMENTS)
Page 2 of 24
sepa checklist - public.8.30.2001
0
0
10. List any government approvals or ?ermits that will be needed for your proposal, if known.
A
A& W-N46WEIr. �AW4AWJ'OffffrA Jr5--IMMK.�Ffffr, fAr
(STAFF COMMENTS) _A-D J5 '::� A-I-C�Vl I iTA_-hA rC4 De_,�, p,a r
11. Give brief, complete description of your proposal, including the proposed uses and size of the project and site.
There are several questions later in this -checklist that ask you to describe, certain aspects of your proposal. You
do not need to repeat those answers on this page.
4 YNC 4 W1
—5
(STAFF COMMENTS)
-MR- C7 i fC Ub�,�7 i �2� f CL VV� AA
(aunuLt 1+ a, �� + - s 4) imn i a vric-O-)
12. Location of the proposal. Give sufficient information for a person to understand: the precise location of your
proposed. project, including a street address, i,f anyi and -section, township, and,range, if known. If a proposal
would occur over a range of area, provide range or boundaries of the site(s). Providle-legal description, site;p1an,
vicinity map, and topographic map, if reasonably available. While 'you should submit any plans required by the
agency, you are not required to duplicate maps or detailed plans.submitted with any permit applications related
to this checklist.
4-
5: I-akd 44� Ade, �:5;
S
(STAFF COMMENT
LA_ CL V+CA/-
Page 3 of 24
TO BE COMPLETED BY APPLICANT
B. ENVIRONMENTAL ELEMENTS
1. Earth
a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other:
(STAFF COMMENTS)
b. What is the steepest slope on the site (approximate, percent slope)l
ro
C.
d.
(STAFF COMMENTS) --
What general types of soils are found on the site (for example, clay, sand, gravel, peat, and muck)? If you
know th I e classification' of agricultural soils, specify them and note any prime farmland.
(STAFF COMMENTS)�A�
2 -1- 10 �0yl �O �-F— �9<'�
Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe.
A10
(STAFF COMMENTS)K
Page 4 of 24
sqa checkfw - public-.8.30.2001
0
e.
Describe the purpose, type and approximate quantities of any filling or grading,proposed. Indicate source
of fill.
(STAFF COMMENTS)
L Could erosion occur as a result of clearing, construction, or use? If so, generally describe.
AID
(STAFF COMMENTS)--!!j_j+C, V;, f�&[XhVCW [CLt -
g. About what percent of the site will be covered with impervious surfaces after project construction (for
exam le, asphalt or buildings)?
p ;
ro
(STAFF COMMENTS t5Y- 01 V t GV V tffri A ftw QLA P-M
('\"o� � YlGt LA de, a V t cu-ca 51
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
(STAFF COMMENTS)_ft (fALkOft-d 0A
2. AIR
2. What types of. enussions to the air would result from the proposal (i.e., dust, automobile, odors, and
industrial wood smoke) during construction and when the project is completed'? If any, generally describe
and give approximate quantities if known.
6- - 6040M) C-71'061 C60S7
(STAFF COMMENTS
Page5 of24
0
b. Are there any offmsite sources of eniissions or odor that may effect your proposal? If so, generally describe.
Alo
(STAFF COMMENTS
C. Proposed measures to reduce or control emissions or other impacts to the, if any:
(STAFF COMMENT
3. WATER
a. Surface:
(1) Is there any surface water body on or in the immediate vicinity of the'site (inc luding year-round and
seasonal streams, saltwater, lakes, ponds, and wetlands)? If yes, describe type and provide names. If
appropriate, state what stream or river it flows into.
Cr
ITL- you iyn
(STAFFCOMMENTS) A-400tAi t' LOtOUV— 6()kA-1-0.
(2) Will the project require any, work 9ver,inil or adjacent to. (within 200 feet) the described waters? If
yes, please describe and attach available plans.
ISTAFF COMMENTS
(3) Estimate the amount of rill and dredge material tha ' t would be placed in or removed from surface
water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill
material.
(STAFF COMMENTS
Page 6 of24
sqm checklist - public:8.30.2001
(4), Will the proposal require -surface water withdrawals or diversions? Give general description,
purpose, and approx imate quantities if known.
Alb
(STAFF COMMENTS)
(5) Does the proposal lie within a 100-year floodplain? If.so, note location on the site plan.
Ala
(STAFFCOMMENTS No -
(6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the
type of waste and anticipated volume of discharge.
(STAFF COMMENTS)
b. Ground:
(1) Will ground water be withdrawn, or will water be discharged to ground water? Give general
description, purpose, and,approximate quantities if known.
A10
(STAFF COMMENTS)
Page 7 of 24
0 0.
(2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if
any (for example: Domestic sewage; industrial, containing the following chemicals"; agricultural;
etc.). Describe the general siie of the�system, the numberof such systems, the number of houses to be
served (if applicable)"- or the number of animals or humans the system(s) are expected to serve.
(STAFF COMMENT
C. Water Runoff (including storm water):
(1)
Describe the source of runoff (including storm water) and method of collection and disposal, if any
(include quantities, if known). Where will this water flow? Will this water flow into other waters?
If so, describe. r.%"
W 'URF 'Ir "
Y/710T_6 Ktl I
(STAFFCOMMENTS - A-fo aAkAire-d bLA tvie, Gnagine_eKn� ovyfs,'".
(2) Could waste materials enter ground or surface waters? If so, generally describe.
A10
(STAFF COMMENTS
d. Proposed measures to reduce or control surface, ground;- and runoff water impacts, if any:
(STAFF COMMENTS
Page 8 of 24
sepa checkfist - puNk:8.30.2001
4. Plants
a. Check or circle types of vegitation found on the site:
a , as
deciduous tree: alder.e� pen, Other:
evergreen tree: fir<c:e:d� other: -5p76-
V/ shrubs
-7 grass
— pasture
— crop or grain
wet soil.plants: cattail, buttercup, bulrush, skunk cabbage, other:
water plants: water lily, eelgrass, milfoil, other:
other types of Vegetation:
(STAFF COMMENTS). I L QI C-7 d tAl -h (A i V F— ?—t-rA--h DY-1
b. What kind and amount of vegetation will be removed or altered?
(STAFF COMMENTS)
C. List threatened or endangered species known to be on or near the site.
AbA.C.
(STAFF COMMENTS
Page 9 of 24
d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation on the site,
if any:
ACL WpAtlnp 6ea4S
AMU
(STAFF COMMENTS) LA f KT—& -hne AYLWij-GGjj'tKAj
5. Animals
a. Check or circle any birds and animals that have been observed on or near the site or are known to be on or
near the site:
birds: hawk, heron, eagle, songbirds, other:
mammals: deer, bear, elk, beaver, other:
fish: bass, salmon, trout, herring, shellfish, other:
(STAFF COMMENTS) 6 J--Vi ff V),e,61rd
4'6
�J*C(VA�hj Cjk-kVAVI� -17Y\C, 0-670--
I . 1.11
b. List any threatened or endangered species known to be on or near the site.
(STAFF COMMENTS)
C. Is the site part of a n-dgration route? If so, explain.
(STAFF COMMENTS)
Page 10 of 24
sq� ch-kfiss - public- 8 30 2001
d. - Proposed measures to preserve or enhance wildlife if any:
A]nL4.p
(STAFF COMMENT
6. Energy and Natural Resources
a. What kinds of energy electri atural as oil, wood stove, solar) will be used to meet the completed
project's en . ergy needs? tepscribe owh�et �erit will -be used, for heating, manufacturing, etc.
(STAFF COMMENTS)
b. Would your project affect the potential use of solar energy'by adjacent properties? If so, generally
describe.
Ak
(STAFF COMMENTS)
C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed
measures to reduce or control - energy impacts, if any:
%-z V r%.W1_-,W% -
(STAFF COMMENTS)
Page I I of 24
7. Environmental Health - -
2. Are there any environmental health hazards,—iticluding exposure to . toxic chemica . Is, risk of fire and
explosion, spill, or hazardotts waste, that could occur as a result of this proposal? If.s.o describe.
(STAFF COMMENTS
(1) . Describe special emergency services that might be required.
(STAFF COMMENTS)
(2) Proposed measures to reduce or control environmental health hazards, if any:
(STAFF COMMENTS)
b. Noise
(1) What types of noise exist in the area which may affect your project (for example: traffic, equipment,
operation, other)?
(STAFF COMMENTS)
Page 12 of 24
sepa chockfw - pubfi�9.30.2001
(2) What types and levels of noise would be created,by or associated with the project on a short-term or
a long-term' basis (for example: traffic, construction,,bperation, other)? Indicate what hour's noise
would come from the'�site.
(STAFF COMMENTS)
(3) Proposed measures to reduce or control noise impacts, if any:
(STAFFCOMMENTS) &C/DC- Mike -5-30 NDiC;7e_,
8. Land and,Shoreline Use
a. What is.the current use of the site and adjacent properties?
—31 tp_ : si=!e 0�lc
AP
3: ME
WF
IA/
., SF
(STAFF COMMENTS) 21 f, ro R C11-i tD toe \/Ve-G-t (7,fl?CCJ1(,5 -f7> of
Cu c2inAkc fay,/0 r
'01VAA C-11A r"' LAA Qk __Y LILAJ BP k, C_ d to --h'6(
k\A — 1,
b. Has the site been used for agriculture4 If so, describe.
(STAFF COMMENTS
Page 13 of 24
C. Describe any structures on the site.
-11NIT !V!
(STAFF COMMENTS
d. Will any structures be demolished? If so, what?
(STAFF COMMENTS)
e. What is the current zoning classification of the site?
12-+
(STAFF COMMENTS) P—M —7,-�t)
L What is the current comprehensive plan designation of the site?
(STAFF COMMENTS) ML41fi F�-Clmj� —�hqVi 0�eri,9itY,
g. If ap lic ble, what is the current shoreline master plan designation of the site?
(STAFF COMMENTS) {x)e- -
Page 14 of 24
sepa chmkfist - pubfic:8.30.2001
0
h. Has any part of the site been classified as an "environmentally sensitive" area? If so, s cify
, I- . pe
(STAFFCOMMENTS) ND- 0- 4wafirty- 11 wol!� -tjne, C-rf-hca
A-cca6 d avyi� A V1 a -b co ( ;q o c,"jn- c-Q t a ,-cq 5 u ri qY7
D Y, CLOI I'll CtAi f- tp -A-H-rl PYV j2fj�fY.-.
i. Approximately how many people would reside or work in the completed project?
(STAFF COMMENTS)
dMfflA1f1n1q IAIV131-5,
j Approximately how many people would the completed project displace?
(STAFF COMMENTS Wc r7oc*70-rae,
IL Proposed measures to avoid or reduce displacement impacts, if any:
,A/01A 42-
(STAFF COMMENT
1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if
any:
(STAFFCOMMENTS) (19-1A) 'PIC --r= -Z "Id itv-h`
V L 4
Page 15 of 24
0 a-
9. Housing
a. Approximately how many units would be provid6d, if any? Indicate whether high, middle, or low4ncome
housing.
ljAl( 71C #tJ10,C)
(STAFF COMMENTS
b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income
housing.
(STAFF COMMENTS)
C. Proposed measures to reduce or control housing impacts, if any:
(STAFF COMMENTS)
10. Aesthetics
2. What is the tallest height of any proposed structure(s), not including antennas; what is the principle
exterior building material(s) proposed?
(STAFF COMMENTS CkX V A e4'CA Y� r D Of C'n tLA i F a
pq,(�"z5 of -A -vie Moom j-Ni-f_ �,T-rA-tr'ct C4
e- a- 1� 10 12 4r, D V1 0 Y" /IV,- . F-A ;p 61-'a
b rl c <- cL '5 e119 ) C" vr 1 po!�-'Gilok->-
C,4�,&A r _fO C*A'a, Page 16 of 24
sepa chccklist - pubfic:8.30.2001
b. - What views in the immediate vicinity Would be altered or obstructed?
(STAFF COMMENTS).
C. Proposed measures to reduce or control aesthetic impacts, if any:
,#AM — — - '- I - — If
(STAFF COMMENTS) _AYL/V) � tLC-I-JA V-14 -0 a
. 1 4 - V'
IL Light and Clare
a. What type of light or glare will the proposal produce? What time of day would it mainly occur?
(STAFF COMMENTS).. Uoitn
b. Could light or glare from the finished project be a safety hazard or interfere with views?
't I
(STAFF COMMENTS)
C. What existing off�site sources of light or glare may affect your proposal?
A /-
(STAFF COMMENTS)
Page 17 of24
d. Proposed measures to reduce or control light and glare impacts, if any:
(STAFF COMMENTS)
12.. Recreation
a. What designated and, informal recreational opportunities are in the immediate vicinity?
(STAFF COMMENTS)
b� Would the proposed project disp lace any existing recreation uses? If so, describe.
(STAFF COMMENTS
C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be
provided by the project or applicant, if any:
A-bA -e-
(STAFF COMMENTS)
Page 18 of 24
scpa ckcklist - public:8.30.2001
0 � � 1.. 0
13. Historic and Cultural Preservation
a. Are there any places or oV1jects listed on, or proposed for, national, . state, or local preservation registers
,known to be on or next to the site? If so,*generally describe-
11
(STAFF COMMENTS)
b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance
known to be on or next to the site.
(STAFF COMMENTS)
C. Proposed measures to reduce or control impacts,. if any:
(STAFF COMMENTS)
14. Transportation
Identify public streets and highways serving the site, and describe proposed access to the existing street
system. Show on site plans, if anv.
(STAFF COMMENTS)--bA-4—Q---(L0V a
--j-1--r� C rbi.-D off
we�?+ Gl�dp- ( Qkftj� -
Page 19 of24
b. Is site currently served by public transit? If no, what is the approximate distance to the nearest transit
stop?
(STAFF COMMENTS
C. How many parking spaces would the completed project have?- How many would the project.elinlinate?
ML
(STAFFCOMMENTS)
v- �y a+
d. Will the proposal require any new roads, streets, or improvements to existing roads or streets, not including
driveways? If so, generally describe (indicate whether public or private).
(STAFF COMMENTS A -a re-qu i rr- i-ne- ew viee,"'v'iq ofV(SI'DY-7.
'J
e. Will the project use (or occur in the immediate Vicinity Of) Water, rail, or air transportation? If so,
generally describe.
A)d
(STAFF COMMENTS)
Pag� 20 of 24
sepa dxckhst - pubFw--9.30.2001
How -InanT yehicular trips per day would be generated � by the completed project?
peak volumes would occur. If known, indicate when
(STAFF COMMEN
— () � V1 IX VVI -
9. Fro osed m . eas . ure to reduce.or control transportati . on impacts, if any:
77
(STAFF COMMENTS _ 4:a rLq LA I- rr
I ri
A�n 4 1
15- Public Services
a. I Would the project result in an increased need for public services (for example: fire pro tection, police
protection, health care, schools, other)? If so, generally describe.
(STAFFCOMMENTS)_15
V1 I' til:;�7 121%
n 12 UV\ a j/\ qe
b. Proposed measures to reduce or control direct impacts on public services, if any:
(STAFF COMMENTsj---
-V1
Page 21 of 24
16. Utilities
a. C
ju!e ptlities-c.urreptly available at the site:
6g�k =natural gas �efuse service
(sanft—VT—se—wiereptic' systeinj other:
(STAFF COMMENTS
b. Describe the utilities h p ry
.J at�are,pro osed for -the projectL the utility providing. the -se ice, and the general
construction activities on the site or in the immediate vicinity which might be needed.
CO ftfASE
(STAFF COMMENTS)
C. SIGNATURE
The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to
make its deci<o—h.
of Proponent
Date Submitted
Page 22 of 24
scp� d=Uisl - pubfic:8.30.2001
Of EDA,
CITY OF EDMONDS
121 5TH AVENUE NORTH, EDMONDS, WA 98020 (425)771-0220.
ADDENDUM TO EXISTING ENVIRONMENTAL DOCUMENT
Addendum to (check appropriate box) DNS EIS El Other
Description of current proposal: Increase in dwelling units from 5 to 7 for previously approved multi family
project at 318 an d 320 Walnut Street (previous SEPA QNSs for files ADB-2006-149 and R-2007-28).
Proponent: Michel Construction
Location of proposal, including street address if any 318 and 320 Walnut Street
Title of document being added to. Determination of Nonsignificance
Agency that prepared document being adopted City of Edmonds
Date document was issuect. February 14, 2007 (ADB-2006-149) and May 4, 2007 (R-2007-2,1
�8)
Addendum:- The DNS issued for ADB-2006-149 was based on existina zonina of RM-2.4 and a 5-unit
multi family Pro6ect. The applicant has reauested a rezone which will increase the nurn . ber of units located
within the Previousiv aDDroved building, and submitted a SEPA checklist to address the environ ental
impacts associated with the rezone. A DNS for the rezone has been issued on May 4, 2007. Even though
the rezone is increasing the number of units in the building, the Prooect design and site plan is not
changing. The combination of the DNSs issued for the original 5-unit Proiect and the subsequent rezone
address all foreseeable environmental impacts related to the current 7-unit multi family Proiect, and is the
basis for this addendum.
Name of agency making addendum: - Citv of Edmonds
Contact person, if other than
responsible official: Phone:. (425) 771-0220
Responsible official: Robert Chave
Position/Title: Planning Manager Phone:— 425.771.0220
Date: 5/4/2007
Fj
WAC (411 . 5/98j C:T'1dRcports\McheW-2007-28 SEPA Addendum.doc 5/4/07
of E L) A,
0
D
C1 * �TY OF-EDMON . S:
121 5TH AVENUE. NORTK EDMONDS, WA. 98020 (425) 771-0220
RCW 197-11-970 Determination of Nonsignificance (DNS)
DETERMINATION OF NONSIGNIFI
CANCE
Description of.proposal.: Rezone. property located at 318 and 320 Walnut Street from RM-2A to
RM-1.5 (File N6.: R-N07-28).
Proponent: Michel -Construction
Location. of proposal, including -street address if any: 318 and 320 Walnut Street
Lead agency: CITY OF EDMONDS
The, lead agency has determined that the requirements. for environmental analysis and protection have
been adequately addressed in the development regulations and comprehensive plan adopted under
chapter 36.70A RCW, and in other applicable local, state, or federal laws or rules, as provided by RCW
43.21C.240 and W4C 197w-11-158 and/or mitigating measures have been 'applied that ensure no
significant adverse impacts will be created.
An environmental impact.statement is not required under RCW 43.21.030(2)(c). - This decision was made
after review of a completed environmental checklist and other information on file with the lead agency.
This information is available to the public on request.
There is no comment period for this DNS.
xx This DNS is issued under 197-11-340(2);.the lead agency will not act on this proposal for 14
days ffom the date below. Comments must be submitted by May 18 2007.
Project Planner:
Responsible Official: RobertChav
Positionffitle: M�nager - Planning Division
Phone: 425-771-0220
Address: City of Edmonds, 121 5th Avenue North, Edmonds, WA 98020
Date: May 4, 2007 Signature:_
xx *You may appeal this determination to Robert Chave, Planning Manager, at 121 5th Avenue
North, Edmonds, WA 98020, by filing a written appeal citing the specific reasons for the
appeal with the.required appeal fee, adjacent. property owners list and notarized affidavit form
no later than. May 18, 2007. You should be prepared t
o make specific factual objections.
Contact Rob Chave to read -or ask about the procedures for SEPA . appeals.
XX Posted on. —May 18, 2007, at the Edmonds Public Library, Edmonds Community Services
Building, and the Edmonds Post Office.
XX Distribute to "Checke . d" Agencies on the rever . se.side of this form, along with a copy of the
Checklist..
R-2007-29-SEPA_DNSDOC Page I of 2.
5/4107.SEPA
R E
COVED
WAC 197-11-960 Environmental checklist. APR 2 6 2007
ENVIRONMENTAL CHECKLIST PMIT WMER
Purpose ofchecklist:
The State Environmental Policy Act (SEPA), chapter 4321C RCW, requires all governmental agencies to consider the
environmental impacts of a proposal before making decisions. An environmental impact statement (EIS). must be prepared for
all proposals with probable significant adverse impacts on the quality of the environment The purpose of this. checklist is to
provideinformation to help you and the agency identify impacts from your proposal (laid. to reduce or avoid impacts from the
proposal, if it can be done) and to help the agency decide whether an EIS is required.
�nstrucfionsfor applican.ts;
This environmental checklist asks you to describe some basic infortnation about your proposal. Governmental
agencies us6'.this checklist to- determine whether the environmental impacts of your proposal are signieicant. requiring',
preparation * of an- EIS Answer the questions briefly, with the most precise information known, or give the best description you
can.
You must answe I r each question accurately and carefully, to the best of your knowledge. In most cases, you should be
able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not
know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers
to the questions now may avoid unnecessary delays later.
. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer
these questions if you. can. If youhave problems, -the governmental agencies can assist you' '
The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on
different parcels of land. Attach any additional information that will help describe your proposal or itsenvironmental effects.
The agency to which you submit this checklist may ask you to explain your answers or provide additional information
reasonably related to determining if there may be significant adverse impact.
Use ofchec'khsifor norprojeciproposals:
Complete this checkl ' ist for nonproject proposals, even though questions may be answered "does not apply." IN
ADDITION . complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (partD).
ior non -project actions, the references in the checklist to the words "project," "applicant," and "property or site" should
be read as "proposal," "proposer," and "affected geographic area," respectively.
A. 'BACKGROUND. BLANK SPACES MEANS NO CHANCE TO PR EVIOUS SEPA, REQUESTED ADDITIONS TO SEPA
ARE BOLD 12 PONT FONT
1. Name of proposed project, if applicable: 316 Walnut
2. Name of applicant: Michel Construction
3. Address and phone number of applicant and contact person:
4. Date checklist -prepared: April 26, 2007 (Addendum to rezone SEPA R-2007-28 a nidAbB 2006-149)
5. Agency requesting checklist:.
6. Proposed timing or schedule (including phasing, if . applicable):
7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes,
explain.
Build 5-7 unitxesiden'tial condominium
S. List any environmental. information you know about that has been prepared, or will be prepared, directly related to this
proposal*
,97 Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property
covered by your proposal? If yes, explain.
10. List any government approvals or permits that will be needed for your proposal, if known.
1] - Give brief, complete description of your proposal, including the pro osed uses and the size of the p Ject and site. 'nere are
p r0i
several'questions plater in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those
answers on this page. (Lead agencie& may modify this form to include additional specific information on project description.)
Rezone from RM 2.4 to RM 1.5, thus increasing project size to 7 units (from- 5
units). Building
structure will remain the same size, parking will remain the same as previous SEPA at 14 stalls.
12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed
project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of
area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if
reasonably. available. While you sl�ould'submit any plans required by the agency, you are not required to duplicate maps or
detailed plans submitted with any permit applications related to this checklist.
B. ENVIRONMENTAL ELEMENTS
1. tarth
a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous,
other ......
b. What is the steepest slope on the s ite (approximate per -cent slope)?
c. . What general types of soils are found on the site (for example, clay, sand, -gravel, peat,
muck)?, If you know the classification of agricultural soils, specify them and note any prime
farmland.
d. Are there surface indications.or history of unstable soils in the immediate vicinity? If so,
describe.'
e. Describe the purpose, type, and approximate quantities of any filling or grading proposed.
Indicate source of fill.
f. Could erosion occur as a result of clearing, construction, or use? If so, generally descri be.
g. About what percent of the site will be covered with impervious surfaces after project
construction (for, example, asphalt or buildings)?
h. Proposed measures to, reduce or control ero�ioq, or other impacts to the earth, if any: -
2
2. Air
a. What types of emissions to the air would result from theproposal (i.e., dust, automobile,
odors, industrial wood smoke) during construction and when the project is completed? If
any,.generally describe and give approximate quantities if known.
b. Are there any 9ff-site sources* of emissions or odor.that may affect your proposal? If so,
generally describe.
c. Proposed measures to reduce or control emissions or other impacts to air, if any:
3. Water
a. Surface:
1) Is there any surfacemater body on or in. the immediate vicinity. of the site (including
year-round and seasonal strearns, saltwater, lakes, ponds, wetlands)? If yes, describe type
and provide names. If appropriate, state what stream or river it flows into.
2) Will the project. reqO ire any work over, in, or adjacent to (within 200 feet) the described
waters? If yes, please describe and attach available plans.
3) Estimate the amount of fill and dredge material that would be placed in or removed
iiom surface water or wetlands and indicate the area of the site that would be affected.
Indicate the source of fill material.
4) Will the proposal require surface water withdrawals or diversions? Give general
description, purpose, and approximate quantities if known.
5) D(>es*the proposal lie within a I 00-year floodplain? If so, note location on the site plan.
6) Does the proposal involve any discharges of waste materials to surface waters? If so,
describe the type of waste and anticipated volume of discharge.
b. Ground:
1) Will ground water be withdrawn, or will water be discharged to ground water? Give
general description, purpose, and approximate quantities if known.
2) Describe waste material that will be discharged into the ground from septic tanks or
other sources, if any (for example: Domestic sewage; industrial, containing the
following chemicals... ; agricultural; etc.). Describe the general size of the system, the
number of such systems, the number of houses to be served (if applicable), or the number of animals or humans
the system(s) are expected to serve.
c. Water runoff (including stormwater):
1) Describe th.e source ofrunoff (including storm water) and method of collection
and disposal, if any (include ' quantities, if known). Where will this water flow?
Will this water flow into other waters? If so, describe.
2) Could waste materials enter ground, or sUrfac6mat&s? Ifso -g6nerall des'
y cribe.
3
0
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any:
4. Plants
a. Check or circle types of vegetation found on the site:
deciduous tree:, alder, maple, aspen, other
evergreen tree: fir, cedar, pine, other
shrubs
grass
_.pasture
crop or grain
wet soil plants: cattafl, buttercup, bullrush, skunk cabbage, other
water plants: water lily, eelgrass, milfbil, other
other types of vegetation
b. What kind and amount of vegetation will.be removed or altered?
c. List threatened -or endangered species known to be on or near the site,
d. Proposed. landscaping, use of native plants, or other measures to preserve or enhance
vegetation on the site, if any:
5. Animals .
a. Circle 'any birds and animals which have been observed on or ne* ar the site or are known to be on or near the site:
birds: hawk, heron, eagle, songbirds, other:
mammals: deer, bear, elk, beaver, othen.
fish:. bass, salmon, trout, herring, shellfish, other:
b. List any threatened or endangered species known to be on or near the site.
c. Is the site part of a migration route? If so, explain.
d. Proposed measures to preserve or enhance wildlife, if any:
6. Energy and natural resources
a. What kinds o f energy (electric, natural gas, oil, wood stove, solar) will be used to meet
Ahe completed project's energy needs? Describe whether it will be used for heating,
manufacturing, etc.
b. Would your project affect the potential use of solar ener I gy by adjacent properties?
If so, generally describe.
c. What kinds of energy conservation features are included in the plans of this proposal?
List other proposed measures to reduce or control energy impacts, if any:
7. Environmental health
a.. Are there any environmental health hazards, including exposure to t rii - 1. 1 . -,:. , I "I I- I :. :�. I ' 1. 1
oxiccher cals,risk
Pffirei-and explosion, spill, or hazardous waste, that could occur as a result of this proposal?
If so, describe.
4
1) Pescr.ibe special emergency services that might be required.
2) Proposed measures to reduce or control environmental health hazards, if any:
b. Noise
])What types of noise exist in the area which may affect yourproject (f6r example:tr
affic, equipment, operation,
other)?, I
2)'What types and levels of noise would be created by or associated with the project on a short-term or a long-term
basis (for example: trafFic, construction, operation, other)? . Indicate what hours noise would come from the
site.
3) Proposed measures to reduce or control -noise impacts', if any:
S. Land and shoreline use
a,. What is.the current use of the. site and adjacent properties?
b. Has the site been used for agriculture? If so, describe.
c. Describe any structures on the site.
0. Will any.structures be demolished? If so, what?.
e. What is the current zoning classification of the site?
f What is the current comprehensive plan designation of the site?
9. If applicablej what is the current shoreline
master program designation of the site?
h. Has any part*of the site been classified as an "environmentally sensitive" area?'. If so, specify.
i. Approximately how many people would.reside or work in the completed project?
14
Approximately how many people would the completed project displace?
k. Propose . d measures to avoi . d or reduce displacement impacts, if any:
1. Proposed measures to ensure the proposal is compatible with existing and projected land
uses and plans, if any:
9. Housing
a. Approximately bow many units would be provided., if any? Indicate whether high, mid�-
dl.e, or low-income housing. 7 units —mid income
b. Approximately how man
y units if any, would be eliminated? Indicate whether high,
middle, or low-income housing.
5.
0:
C. Proposed measures to reduce or control
Ousinguripacts, if any:
10. Aesthetics
a. What is the tallest height of any p
m . aten I al(s),proposed? roposed.Structure(s), not including antennas; what is the principal . exterior building
b. What views in the immediate vicinity would be altered or obstructed?
c. Proposed measures I to reduce. or control aesthetic impacts, if any:
11. Light and glare
a. What type of lightor glare will the proposal produce? What time of day would it mainly occur?
b. Could light or glare from the finished project be a safety hazard or interfere with views?
c. What existing off -site sources of light or glare may affec . t your proposal?
d. Proposed measures to reduce or control light and'glare impacts, if any:
12. Recreation
a. What. designated and informal recreational opportunities are in the immediate vicinity?
b. Would the proposed project displace any existing recreational uses? If so, describe.
c. . Proposed measures to reduce or control impacts on recr . eation, including recreation . opportunities to be provided by
the project or applicant, if any:
13. Histon*c and cultural preservation
a. Are there any places or objects listed on, or proposed for, national, state, or local Preservation registers known to be
. on,or next to the site? If so, generally describe. - . . q
b. Generally describe any landmarks or evidence of historic, archaeological, scientific, orcultural importance known to
be on or next to the site.
c.. Propose4 measure� to reduce or control impacts, if any:
14. Transportation
a. Identify public streets and highways serving the site, and describe proposed access to t . he existing street system.
Show on.site plans, if any.
b. IS Site currently served by public transit? if not, what -is the approximate dista - nce to the nearest transit stop?
c. How many parking spaces would the
comp!�ted project have?, How many would the project eliminate?
d. Will the proposal require'any new roads or streets, or improvements to existing roads of streets, not including
driveways? If so, generally' descri . be (indicate whether public or private).
6
0
e. Will the roject uisefor occur in the i"
p mmediatei vicinity of) water, rail, or air transportation? If so', generally
describe.
f. How many Yehidular trips per day would be generated by the.completed.project? If known, . indicate when eak
volumes woul d occur. p
g. Proposed measures to reduce or control transport I ation impacts, if any
15. Public services
a. Would the project result in an increased need for public services (for example: fire protection, police protection,
health care, schools, other)? If so, generally describe.
. . b- Proposed measures to reduce or control direct impacts on public services, if any.
16. Utilities
a. Circle utilities currently availableat the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer,
septic system, other.
b. Describe the utilities that are proposed'for the project, the utility providing the service,and the general construction
activities on the site or in the immediate vicinity which might be needed.
C. SIGNATURE
The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to
make its decision.
Signature: .... . ... ..t4Aj:k ......................
........ ....... ....... ...............................................................................................
Date Submitted: ......
7
TO BE CONIPLETE . D BY APPLICANT EVALUATION FOR
AGENCY USE ONLY
D. SUPPLEMENTAL -SHEET FOR NONPROJECT ACTIONS
(do not use this sheet for project actions)
Because these questions are very general, it may be helpful to, read them in conjunction with the list of the elements of
the environment.
When a.nswerihg.these questions, be aware of the extent.the proposal, or the types of acti ikely to result from the
vities li
proposal,-, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented.
Respond briefly and in general terms.
1. How would the proposal be likely to increase discharge to water;. emissions to air; production, storage, or release of
toxic or hazardous substances; or production of noise?
The rezonewill-not affect any of the above. Any subsequent project ma
y slightly increase the above
items during construction.
Proposed measures to avoid or reduce such increases are:
Typical best practices to mmiftnize construction run-off and- debris.
2. How would the proposal be likely to affect plants, animals, fish, or marine life?
Rezone will not affect the above.
Proposed measures to protect or conserve plants, animals, fish, or marine life are:
N/.A
3, How would the proposal be likely to deplete energy or natural resources?
Rezone will not affect above. Subsequent project may inerease,or decrease net energy usage due to
more efficient construction methods and systems,*
Proposed measures to protect or conserve energy and natural resources are:
I
N/A byl
'�OW'40-ri V,
4. How would. the.proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or
under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or
endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmland . s?
None present at.site
Proposed measures to protect such resourcesor to avoid or reduceimpacts are:.
N/A
8
TO BE COWLETED BY APPLICANT.
EVALUATION FOR
AGENCY USE ONLY
5. How would the proposal be likely to affect land and shoreline.use, including whether it would allow or encourage
land'or shoreline uses incompatible with existin
g Plans?
S,
Nn
Not likely to affect any of the.above
60 y- . 'I' -
Proposed measures to avoid or reduce shoreline and land use impacts -are -
N/A
6. How would the proposal be likely to increase demands on transportation or public services and utilities?
el
k 'A
Rezone will not. Subsequen- t project may result in slight increased demand
Proposed -measures to reduce or respond to such demand(s) are:
De minimis impacts are foreseen, hence.no'ne deemed necessary
7. Identify, Jf possible, whether the proposal may conflict with local, state, or federal laws or requirements for the
protection of the environ ment.
Proposal will follow and. adhere to all appropriate. laws and requirements.
9
JA At 2008
41TREET FILE
RECEIVED
JAN 18 2008
BUILDING DEPARTMENT
CITY OF EDMONDS
Pump Sizing Report
for
Walnut Street Condos
Date Prepared:
Prepared for:
Site Address:
January 15, 2008
Michel Construction, Inc.
7907 212th ST SW
Edmonds, WA 98026
(425) 776-2211
316 Walnut Street
Edmonds, WA
of
V, I �ST
EXPIRES: 11/05/09
Prepared by.-
Donna L. Breske, P.E.
6621 Foster Slough Road, Snohomish, Wa. 98290
Phone: (425) 334-9980, Fax: (425) 334-7380
...........
FILE'
d
0 .
JA IV 2008
R,ECEIVED
JAN. 1:8 2008
BUILDING DEPARTMENT
CITY'OF F-FAVIONOS
Pump Sizing Report
for
Walnut Street' Condos
Date Prepared: January 15, 2008
Prepared for: Michel Construction, Inc.
7907 212th ST SW
Edmonds, WA 98026
(425) 776-2211
Site Address: 316 Walnut Street
Edmonds, WA
�Is TL
S/O
NA L �r
F E—XPIR-ES: 1 1 /05/09
Prepared by. -
Donna L. Breske,, P.E.
6621 Foster Slough Road, Snohomish, Wa. 98290
Phone: (425) 334-9980, Fax: (425) 334-7380
PUMP SIZING REPORT
MICHEL CONSTRUCTION, INC.
316 Walnut Street
CONDOMINIUM DEVELOPMIENT
OVERVIEEW:
This pump is sized to pump only a small amount of the flows on site. These are
the flows released from an on -site trench drain at the base of the driveway. The trench
drain captures runoff from only 800 square feet of driving surface. The proposed pump
will be placed in a pump basin, (a Type I -L CB). The flows will then be pumped uphill
to the detention vault at the northwest comer of the site. Flows from the detention vault
are released via gravity flow to a cb, in the city ROW.
DESIGN:
The pump is sized to purap the un-detained flows from the 100 year, 24 hr storm.
Pump Sizing Parameters are listed below:
Maximum Inflow Rate: 4.5 gpm
Equivalent Friction Head of pressured conveyance system: 4 feet
Elevation Difference from pump to outfall: 8 feet
TOTAL HEAD: 12 feet
This report includes pump curve data that will meet the above total head and
maximum flow rate parameters. A Goulds 1/3 Horsepower Pump is Specified.
PUMP CYCLE CALCULATIONS:
This report also includes pump cycle calculations to ensure the pump cycle time is
greater than one minute per the manufacturer's recommendations. In order to achieve
this the on/off float switch setting are set 2 feet apart to allow water volume accumulation
before triggering the pump.
DRI VEWA Y
800 SF
7RENCH DRAIN
BUILDING
IMPERWOUS AREA EXHIBIT 1-15-08
AREA THAT IS ROU IED TO 7RENCH DRAIN
0
Goulds Pumps.,
Submersible
3887ZBHF Sewage Pump
FEATURES
0 Impeller: Cast iron, enclosed, non -clog,
dynamically balanced with pump out vanes
for mechanical seal protection. Optional silicon
bronze impeller available.
0 Casing: Cast iron flanged volute type for
maximum efficiency. Designed for easy
installation on Al 0-20 slide rail.
0 Mechanical Seal: SILICON CARBIDE VS.
SILICON CARBIDE sealing faces for superior
abrasive resistance, stainless steel metal parts,
BUNA4 elastomers.
0 Shaft: Corrosion resistant, 400 series stain-
less steel. Threaded design. Locknut on three
phase models to guard against component
damage on accidental reverse rotation.
M Fasteners: 300 series stainless steel.
0 Capable of running dry without damage to
components.
0 Designed for continuous operation, when
fully submerged.
Wastewater
R(SOULDS PUMPS
Goulds Pumps is a brand of ITT Corporation.
www.goulds.com
Engine'ered.for life
0 0
HW�*
ITT GOULDS. PUMPS
Wastewater
APPLICATIONS MOTORS
Specifically designed for the following uses:
Homes
Sewage systems
Dewatering/Effluent
Water transfer
Light industHal
Commercial applications
Anywhere waste or drainage must be disposed of
quickly, quietly and efficiently.
SPECIFICATIONS
Pump
Solids handling capabilities: 2" maximum.
Capacities: up to 220 GPM.
Total heads: up to 58 feet TDH.
Discharge size: 2" NPT threaded companion flange
standard. 3" option available but must be ordered
separately. (Order no. A1-3)
2" or 3" BSPP Connection (optional).
Temperature:
1040F (400C) continuous
140OF (600C) intermittent.
See order numbers on reverse side for specific HP,
voltage, phase and RPMs available.
'ro ial
head
12-(
11 Fully submerged in high grade turbine oil for lubrica-
ton and efficient heat transfer. All ratings are within the
working limits of the motor.
0 Class B insulation.
- All single phase models feature capacitor start 'motors
for maxim u m"sta rting torque.
Single phase (50 Hz):
* Built-in overload with automatic reset.
* '/3 and '/2 HP — 16/3 SJTOW with bare leads.
* % to 11/2 HP — 14/3 STOW with bare leads.
Three phase (50 Hz):
Overload protection must be provided in starter unit.
% and 1/2 HP — 14/4 STOW with bare leads.
0 Designed for Continuous Operation: Pump ratings
are within the motor manufacturer's recommended
working limits, can be operated continuously without
damage.
.0 Bearings: Upper and lower heavy duty ball bearing
construction.
0 Power Cable: Severe duty rated, oil and water
resistant. Epoxy seal on motor end provides secondary
moisture barrier in case of outer jacket damage and
to prevent oil wicking. 20 foot standard with optional
lengths available.
0 Motor Cover 0-ring: Assures positive sealing against
contaminant and oil leakage.
GDulds Pumps is ISO 9001 Registered.
METERS FEET
7-W�157"BHF.-
L_1�_ SERIES: 3887ZBHF!
54 SIZE: 2' SOLIDS
1 RPM: 2900 50 HZ I
r
it; . �_: ENCLOSED IMPELLER
15- 48 ! !
-E:1oJ- 10 GPM ------
3 Fr
42 J
VVS07,13HF1
36 1'-*�---_!----�--
7— -7
<
10-
30 �WS05:13HF-
24
7
18 WS03-8HF___ J
6
OL 0
L
GPM
0 30 60
90 120 150 180 210 240
L L
0 10
A 'A m3/h
20 30 40 50
CAPACITY
L�.Tornr cafWLCA 3f as-
<& iTT
COMPONENTS FOR REFERENCE ONLY
item No.
Description
I
Impeller
2
Casing
Silicon carbide vs.
3
silicon carbide
Mechanical sea[
4
Shaft
5
Motor
6
Ball bean'nqs
7
Power cable
8
O-ring .
7
--t YA1,
HE
V7 4
2
5 6
8
NOTE: Re
fropair parts may be ordered
m
repair parts list.
DIMENSIONS
(All dimensions are in inches. Do not use for construction purposes.)
ROTATION 6 I/V
19"
K t63/4" 73/4 -
-7-L-L
MODELS
Order No.
- P
Volts
Phase
RPM
Impeller
Diameter
Max.
Amps
Wt.
(Ibs.)
WS0329BHF
220
1
2900
31/16"
6.7
63
WS0346BHF
380
3
1.7
63
WS0529BH
1h
220
1
3 'A 6"
7.8
65
WS05468HF
1 380
3
2.0
1 65 1
WS07298HF
1220
1
3"/,,'
9.4
70,
W50746BHF
380
3
2.7
70
WS1029BHF
220
380
1
3
V
133
75
3.4
75
WS1529BHF
11h
1
. 220
380 1
1
3 1
4M 6
17.0
80
d8
IWS1546BHFI
4.8
0
Complete System Components available in the accessory section
of this catalog.
GOULDS PUMPS
Wast6water
1/15/08 12:30.:7.am page
316 Walnut Street
Trench Drain Flows - 000 Sr Drt'vexv,�(
BASIN SUMMARY
BASIN ID: B100D
NAME: 100 YR
24 HR, TRENCH DRAIN
SCS METHODOLOGY.
TOTAL AREA ....... :
0.02 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE .... :
TYPE1A
PERV
PRECIPITATION .... :
3.00 inches
AREA..:
0.00 Acres
TIME INTERVAL .... :
10.00 min
CN....
0.00
TC....
0.00min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.01
cfs VOL: 0.00
Ac-ft TIME:
500 min
BASIN ID: B10D
NAME: 10 YR 24 HR
SCS METHODOLOGY
TOTAL AREA ....... :
0.02 Acres
BASEFLOWS:
cfs
RAINFALL TYPE .... :
TYPE1A
PERV
PRECIPITATION .... :
2.00 inches
AREA..:
0.00 Acres
TIME INTERVAL .... :
10.00 min
CN.....:
0.00
TC....
0.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.01 cfs VOL:
0.00 Ac-ft TIME: 500 min
IMP
0.02 Acres
98.00
6.30 min
IMP
0.02 Acres
98.00
6.30 min
BASIN ID: B2D
NAME: 2 YR
24'HR DEV-TRENCH DRAIN
SCS METHODOLOGY
TOTAL AREA.... *** :
0.02.Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE.... :
TYPE1A
PERV
IMP
PRECIPITATION-,.:
1.50 inches
AREA..:
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TINE INTERVAL....
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31.32
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4.42
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1.13
1.95
0.76
0.33
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0.32
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0.88
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46.08
19.95
6.63
11.86
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2.93
1.62
0.70
2.05
0.6a
0.29
1.33
0.23
0.10
35
1 0.89
0.08
0.035
0.57
0.03
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7.73
15.76
6.82
5.66
7.36
3.19
3.41
2.15
0.93
2.39
0.91
0.39
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0.31
0.13
40
45
1.02
1.15
0.11
0.046
0.65
0.03
0.013
6 IN.
8.84
20.18
8.74
6.47
9.43
4.08
3.90
2.75
1.19
2.73
1.16
0.50
1-77
0.40
0.17
0.13
0.056
0.73
0.04
0.017
9.94
25.10
10.87
7.27
11.73
5.08
4.39
3.43
1.49
3.08
1.44
0.62
1'99
0.50
0.22
50
1.28
0.16
0.069
0.81
0.05
0.022
0.56
0.02
0.009
11-05
30.51
13.21
8.08
1425
6.17
4.88
4.16
1.80
3.42
1.76
0.76
2'21
0.60
0.26 -
60
1.53
0.22
0.095
0.97
0.07
0.030
0.67
0.03
0.013
9.70
19-98
8.65
5.85
5.84
2.53
4.10
2.46
1.07
2'65
0.85
0.37
70
1.79
0.30
0.13
1.14
0.10
0.043
0.79
0.04
0.017
6.83
7.76
3.36
4.79
3.27
1.42
3'09
1.13
0.49
75
1.92
0.34
0.15
1.22
0.11
0.048
0.84
0.05
0.02 2
7.32
8.82
3.82
5.13
3.71
1.61
3.31
1.28
0.55
80
2.65
0.38
0.16
1.30
0.13
0.056
0.90
0.05
0.022
8 IN.
7.80
9.94
4.30
5.47
4.19
1.81
3.53
1.44
0.62
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2.30
0.47
0.20
1.46
0.16
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6.15
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1.80
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1.62
0.19
0.082
1.12
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0.65
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15.03
6.51
6.84
6.33
2.74.
4.42
2.18
0.94
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0.81
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5.52
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3.84
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0.97
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13.41
5.81
6.63
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0.71
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0.64
0.235
1.97
0.22
0.096
1.14
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6.16
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2.08
0.90
3.25
0.69
0.30
2.25
0.28
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0.82
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6.83
7.88
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5.87
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CY6
06 EL 31, �Z�Zzl
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building Engineering
May 16, 2002
Mr. Brian Bums
f-3ill91Wa41huhStr dft',
Edmonds, WA Y9620
RE: Alley Obstruction at 318 Walnut Street
Dear Mr. Bums,
GARY HAAKENSON
. MAYOR
In response to your complaint dated January 7, 2002, the Engineering Division, Building Division and
Police Department have been diligently pursuing resolution to the alley obstruction issue off Walnut
Street. The following is a summary of our findings and planned actions:
I . The motor home has been licensed and moved from the alley right-of-way to private property.
2. We do not plan to install "No Parking" signs in the alley.
3. Per requirements of the City of Edmonds Community Development Code, your neighbors have
been requested to keep at least a ten foot clear travel lane in the alley. Access via the alley to all
adjacent property shall be maintained at all times.
4. The regulatory 72-hour parking limit will be enforced and monitored by Edmonds Police
Department.
5. We welcome the opportunity to meet with you and your neighbor to arrive at a mutually
agreeable access and parking plan*. June 4, 2002 would be an acceptable date for this meeting.
I understand you and your neighbors may have other civil issues that need to be addressed. I encourage
you to contact Disputes Resolution Center of Snohomish County at 425-339-1335 or 1-800-280-4770.
Please feel free to call me With any questions at 425-771-0220, Ext. 1328.
4.cerely,
DARRELL C. SNHTH, P.E.
Traffic Engineer
DCS/cmc
c: Jerry Kaczka, 403 Third Avenue South
Terry and Sharon Dalton, 409 Third Avenue South
Jason Tourtellot, Code Enforcement Officer
Gerry Gannon, Assistant Police Chief
David K. Gebert, City Engineer
Jim Kammerer, Street Division Manager
S:\ENGR\DARULL\TmfficConce=\Wainut Alley Letter.doe Incorporated August 11, 1890
Sister Citv - Hekinan. Japan
0
0
0�-
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS,.WA 98020 - (425) 771-0220 - FAX (425) 771-0221
k_1 �� DEVELOPMENT SERVICES DEPARTMENT
I -%%Rlmmw� �) Planning - Building - Engineering
lic.
Matelf-r5,-.2002 -
Bri'an Bums
,318 Walnut Street
Edmonds, WA 98020
RE: Connection to Storm Stub,Provided by Ci
Dear Mr. B urns:
GARY HAAKENSON
MAYOR
This letter is a follow up to our previous correspondence dated January 8 and January 18, 2002,
regarding proper connection to the City stonn system. In late January, the.City of Edmonds,
Street Division, provided a storm stub to your lot. As previously stated, you are required to
mak e proper connection to the City's storm system.
Please make connection to the stub provided to your lot. The following is a list of approved
tightline materials:
• SDR35 (ASTM D-3034) PVC
• N-12 ADS (DOUBLE WALLED)
• SCHED 40 PVC
0 HANCOR(F81O)PVC.
Please call 771-0220, Ext. 1326, for an Engineering inspection of the connection, prior to
backfill. Inspection must be called for prior to March 29, 2002 in order to prevent further Code
Enforcement action.
Sincerely,
DON FIENE, P.E.
Assistant City Engineer
DF/JM/cmc
D:\MyDocunients\Engsec�DEVELOP\JeanieL&Ueri\318walnub."corporated August 1], 1890
Sister Citv - Hekinan. Jar)an
), � 1)
r2c. 189
January 18, 2002
Brian Bums
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
3�10W-ailnut-:Strleet- �
Edmonds, WA 98020
RE: Connection to City Storm System in Alle
Dear Mr. Bums:
GARY HAAKENSON
MAYOR
This letter is to follow up our phone conversation on January 10, 2001, regarding the drainage
problems you are experiencing at your site. At present, the City does not have plans to change
the layout of the alley. The City of Edmonds Street Division will, however, provide a storm .
connection from the catch basin in the alley to your property. As stated in the correction notice,
posted January 8, 200 1, you will be required to make proper connection to the City's storm
system. You will no longer be required to obtain a right-of-way permit, as all work in the right-
of-way will now be performed by City crews.
Prior to January - 31, 2002, please either remove the hose and tightline currently draining to the
City catch basin or contact Tod Moles, Storm Lead for the Street Division, to coordinate the
installation of the stub to your lot. in order to prevent further Code Enforcement actions. You
may reach Tod at 425-771-0235, Ext. 1640.
Sincerely,
DON FIENE, P.E.
Assistant City Engineer
DCS/cmc
GAENGRVEANM\Con-mWnde=\318 Walnut-stormdm a Incorporated August 11, 1890 0
Sister City - Hekinan, Japan
R
'22=
CAt+T'jLCVMr--l7-) 3>E-C--�
97 U 13
,ITY OF EDMONDS
KJILDING DEPARTMENT
wor4ff
ADDP-r-.Ss
OWNER ......
APPROVED DATE: 10-3
BLDG.
[P[SERMOT
-//3 AA 14 — A/ 6/7
APPROVED 13Y PLANNING
-fXAl i
CITY COPY
. . . . . . . . . .
...................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . .
............. ...................
. . . .. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. ... . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . .
APPRAISAL DIATA
DEPUTY
:W
REMARKS:
75
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Drawing
The ON of Edmonds
EASEMENT NO . ............................................
NEW CONSTRUCTION E] REPAIRS R LID NO . .................. ASMT. NO... � ...............
OWNER------------------------------------------------------------------------------------------------ CONTRACTOR ------------------------------------------------------------------------------------ PERMIT NO . ....................
JOB ADDRESS ...... (�>.T--- uc.
-------- ---------- I Al DESCRIPTION: LOT NO . ...................................... BLOCK NO . ...........
I'
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7-
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P. VAu LT
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------------------------------------------------------------------------------------------------------------------------------------------------ .................
NAME OF ADDITION
`3 1 S WAL-N u-r
-3/4�'C-OPPEQ
APPROY- 2,' DEf-P
Approved:
DATE,,,Zg ....... ... 9 --- 9 ... 3.. By -------------------------
APPLICATION
for
The CitY of Edmonds SIDE SEWER PERMIT
NEW CONSTRUCTION C) REPAIRS EASEMENT No . ..........................................
10 jn-o�c)n
OWNER.... Land ------ J?cn ................................................... CONTRACTOR ....................... ................................................... ---------------- ..... PERMIT No . ......................
ADDRESS
W
. ............................................ LEGAI, DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
NAME OF ADDITION
JUAC, /q,7a
DYq- Teskd On 6,zKcr
Approved:
DATE................................................ By ......................................................................
0
CITY OF EDMONDS GARY HAAKENSON
MAYOR
i21 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
; . 0 NA; . C. ;
r- lann ng U "K "6 MU1 Hs
qQ1
March-15�*2002
Brian Bums Slf?EETFILE
318 Walnut Street
Edmonds, WA 98020
RE: Connection to Storm Stub Provided by City
Dear Mr. Bums:
This letter is a follow up to our previous correspondence dated January 8 and January 18, 2002,
regarding proper connection to the City Storm system. In late January, the City of Edmonds,
Street Division, provided a Storm stub to your lot. As previously stated, you are required to
mak e proper connection to the City's storm system.
Please make connection to the stub provided to your lot. The following is a list of approved
tightline materials:
SDR35 (ASTM D-3034) PVC
N- 12 ADS (DOUBLE WALLED)
SCHED 40 PVC
HANCOR(F81O)PVC.
Please call 771-0220, Ext. 1326, for an Engineering inspection of the connection, prior to
backfill. Inspection must be called for prior to March 29, 2002 in order to prevent ftirther Code
Enforcement action.
Sincerely,
DON FIENE, P.E.
Assistant City Engineer
DF/JM/cmc
D:WyDDcun,entsXEngscc\DEVELOP\JeanieLencrs\31BWainut.dklcorporated August 11, 1890 0
q;c+ar ri+iy - 1-4zPWn;%n JnnAn
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98090 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
January 18, 2002
Brian Bums
318 Walnut Street
Edmonds, WA 98020
RE: Connection to City Storm System in Alley
Dear Mr. Bums:
GARY HAAKENSON
MAYOR
This letter is to follow up our phone conversation on January 10, 2001, regarding the drainage
problems you are experiencing at your site. At present, the City does not have plans to change
the layout of the alley. The City of Edmonds Street Division will, however, provide a storm
connection from the catch basin in the alley to your property. As stated in the correction notice,
posted January 8, 2001, you will be required to make proper connection to the City's storm
system. You will no longer be required to obtain a right-of-way permit, as all work in the right-
of-way will now be performed by City crews.
Prior to4anuary 31, 2002, please either remove the hose and tightline currently draining to the
City catch basin or contact Tod Moles, Storm Lead for the Street Division, to coordinate the
installation of the stub to your lot. in order to prevent further Code Enforcement actions. You
may reach Tod at 425-771-0235, Ext. 1640.
Sincerely,
DON FIENE* , P.E.
Assistant City Engineer
DCS/cmc
GAENGRVEANMC0ff=pon&=%318 Walnut-stwmdm 0 Incorporated August 11 " 1890
Sister City.- Hekinan, Japan
.� J7. c. 18 () 13
MOTIC
TO PERMITTEE AND/OR OWNER
Ej PARTIAL APPROVAL
La VIOLATION
5f" ShLb Q('�
anyle-fe- bV
'Ptt'bll� wo-f's.
.Wj CORRECTIONS REQUIRED
Permit Number Owner
Job Address 5/,q W,4LAjW-r
No PERMIT -STOP WORK -REMOVE CONSTRUCTION OR OBTAIN PERMIT AND MAKE WORK COMPLY
Lj WITH ALL APPLICABLE CITY CODES.
F-A CONSTRUCTION Is NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT - STOP WORK.
MAKE WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE.
FA STOP WORK - UNTIL AUTHORIZED To CONTINUE By CITY INSPECTOR.
FA CORRECTIONS LISTED BELOW MUST BE MADE: BEFORE WORK CAN BE APPROVED AND/OR THE
NEXT PHASE IS STARTED; To AVOID POSTING OF A STOP WORK ORDER, ORDER To
CORRECT, OR ABATEMENT PROCESS.
F-1 JOB CARD MUST BE POSTED ON SITE AND BE VISIBLE FROM STREET.
LjAPPROVED PLANS MUST BE AVAILABLE To INSPECTOR ON SITE.
WORK DESCRIBED BELOW HAS BEEN INSPECTED AND Is APPROVED.
CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT.
71 RECALL FOR INSPECTION.
M WYL I W, Tf. rf 0, 'A WRTA
MAW
Rl" All
Zi A A
n- WT AF
� FA
IN; U. #12AN
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN
DAYS OR PENALTIES MAY BE APPLIED. FOR INSPECTIONS CALL 425-771-0220
F-1 F"
Building Division Planning Department, /J'QrJ Engineering Department LJ Fire Department
CITY OF EDMONDS
11(0 N Inspector Date
1� 1 p 13
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: wwaci.edm6ndsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering ,
February 28, 2007
Mr. Rob Michel
Michel Construction, Inc.
7907212 1h Street SW # 102
Edmonds,WA 98026
GARY HAAKENSON
MAYOR
STREET FILE
RE: Installation of Fire Line and 2 Inch Domestic Connection — 320 Walnut Street
Dear Rob:
The City has awarded a capital project construction contract that will include installation
of new water main along Walnut Street from 3rd Avenue S. to 4th Avenue S. You have
requested that, during the installation of the City's water main, we have the contractor
install a new 4 inch fire line and 2 inch domestic line per City of Edmonds Standard
detail E 7.18 (and as shown on the enclosed drawing) to the property that you plan to
develop at 320 Walnut Street.
We agree to have our contractor install the fire/domestic connection as requested,
provided that you submit payment to the City, prior to installation of the connection, to
cover the estimated full cost to the City of this additional contract work, including the
City's administrative cost. The estimated cost for the fire/domestic connection installed
under the contract, based upon the contract unit prices and estimated quantities, will be
$6,933.94 including sales tax, as indicated in the enclosed cost breakdown. We will also
require an additional 15% to cover the estimated amount of the City's administrative
costs. Therefore, the estimated total cost to you will be $7,974.03 as follows:
• 1 Fire Line and 2 " Domestic Service Connection $6,367.25
• Plus: Sales Tax (8.9%) $ 566.69
• Subtotal $6,933.94
• Plus: 15% City Admin Cost $1,040.09
• Total $7,974.03
j
The $6,367.25 amount is based upon the contract unit prices and estimated quantities. It
assumes that no unforeseen conditions are present for your fire/domestic connection
installation such as dewatering, which we believe will be the cage. However, if any
unforeseen conditions are discovered directly affecting the fire. and domestic line
installation, or if the actual quantities are greater than those estimated, it will increase the
contract cost to the City based upon the contract unit prices and actual quantities installed
for these items, and you will be required to provide additional payment in the amount of
Incorporated August 11, 1890 0
� q;.f— 1-;+., - .1--
the additional contract cos - t for these items plus 15% for City administrative cost.
Likewise, if the actual quantities installed are less than the estimated quantities such that
the contract cost to the City is less than the estimated cost, we will provide to you a
refund of any overpayment.
The fire and domestic connection to be installed will include all parts listed per City of
Edmonds standard detail E 7.18 including stubbing the 4 inch and 2 inch lines to the
right-of-way/property line, traffic control, shoring, restoration and connection to the
City's water main in Walnut Street, for future connection of the structure you plan to
construct on the lot. Upon installation, the fire and domestic water lines from the water
main to ' the edge of the right of way will be owned and maintained by the City. In
addition, the City's standard water connection charge and other applicable fees willl still
be required.
If you want the City to install the requested fire and domestic lines to your property,
please submit a check made payable to the City of Edmonds in -the amount of'$7,974.03,
with a cover letter confirming your understanding of the above conditions, addressed to
Mr. Duane Bowman, Development Services Director, prior to March 7, 2007. Also,
please return the enclosed drawing with the specific location along Walnut Street
annotated as to where you want us to install the fire and domestic lines. It will be most
helpful if you identify the location as a specific dimension from a distinctive surface
feature, such as face of curb, survey monument, etc.
If you have any questions, please don't hesitate to call Pam Lemcke or me at 7710220.
TFAVID K GEBERT, PE
City Engineer
Cc: Duane Bowman, Development Services Director
Noel Miller, Public Works Director
9
0
SCHEDULEF
2005 Waterline Replacement Project
City of Edmonds
E5JA/c1 83
Interwest Construction, Inc.
Change Order #2
80th PI W. - Sierra Drive to end of Cul cle Sac, Services Only
Walnut Street 3rd Ave to 4th Ave
CONTRACT/Change Order
Item
QtY
Unit
Description
Unit Price
Total Price
1
1
LS
Traffic Control
$ 17,000.00
$ 17,000.00
2
1
LS
Shoring and Safety
$ 3,000.00
$ 3,000.00
3
1
EA
8" x 8" Tee
$ 550.00
$ 550.00
4
7
EA
8"RSGV
$ 790.00
$ 5,530.00
5
1
EA
4"RSGV
$ 590.00
$ 590.00
6
2
EA
8" x 4" Tee
$ 500.00
$ 1,000.00
7
1
EA
8" x 8" Cross
$ 1,200.00
$ 1,200.00
8
1
EA
8-inch MJ Plug
$ 200.00
$ 200.00
9
1
EA
2" RSGV
$ 390.00
$ 390.00
10
350
LF
8-inch Class 52 D.I.P.
$ 32.00
$ 11,200.001
11
1 33
1 LF
4-inch Class 52 D.I.P.
$ 27.00
$ 891.00
12
1
LS
2-Inch Domestic Parts
$ 1,600.00
$ 1,600.00
13
380
LF
Import Backfill for 8-inch D.I.P.
$ 2.00
$ 760.00
14
380
LF
Import Base for 8-inch D.I. P.
$ d. -25-
$ 95.00
15
4
EA
3/4" Service - short side
$ 450.00
$ 1,800.00
16
9
EA
3/4" Service - long side
$ 850.00
$ 7,650.00
17
1,266
SF
Tempora Cold Mix Patch
$ 2.00
$ 2,532 .00
18
1,266
SF
Class B Trench Patch 2" Depth
$ 2.20
$ 2,785.20
19
13
EA
Water Meter Assembly
$ 380.00
$ 4,940.00
20
2
EA
Special Connection
$ 3,000.00
$ 6,000.00
21
1
LS
I Restoration - 80th Pl.
$ 3,000.00
$ 3,000.00
22
18
CY
lControl Density Fill
1 $ 80.00.1
$ 1,440.001
Subtotal $ 74,153.20
8.9% Tax $ 6,599.63
TOTAL SCHEDULE F TOTAL $ 80,752.83
Item
Qty
Unit
Description
Unit Price
Total Price
1
0
LS
Traffic Control
$ 17,000.00
$
2
0
I-S
Shoring and Safety
$ 3,000.00
$
3
0
EA
8" x 8" Tee
$ 550.00
$
4
2
EA
8" RSGV
$ 790.00
$ 1,580.00
5
1
EA
4- RSGV
$ 590.00
$ 590.00
6
2
EA
8" x 4" Tee
$ 500.00
$ 1,000.00
7
0
EA
8" x 8" Cross
$ 1,200.00
$ -
8
0
EA
8-inch MJ Plug
$ 200.00
$
9
1
EA
2" RSGV
$ 390.00
--
$ 390.00.
10
0
LF
8-inch Class 52 D.I.P.
$ 32.00
$ -
11
33
LF
4-inch Class 52 D.I.P.
$ 27.00
$ 891.00
12
1
I-S
2-Inch Domestic Parts
$ 1,600.00
$ 1,600.00
13
33
LF
Import Backfill for 8-inch D I.P.
$ 2.00
$ 66.00
14
33
LF
Import Base for 8-inch D.I. P.
$ 0.25
$ 8.25
15
0
EA
3/4" Service - short side
$ 450.00
$
16
0
EA
3/4" Service - long side
$ 850.00
$
17
0
SF
Temporary Cold Mix Patch
$ 2.00
$ -
18
110
SF
Class B Trench Patch 2" Depth
$ 2.20
$ 242.00
19
0
EA
Water Meter Assembly
$ 380.00
$ -
20
0
EA
Special onnection
$ 3,000.00
$ -
21
0
LS
I Restoration - 80th Pl.
$ 3,000.00
$ -
22
0
CY
lControl Density Fill
$ 80.00
$ -
Subtotal $ 6,367.25
8.9% Tax $ 566.69
TOTAL ROB MICHEL TOTAL $ 6,933.94
SAE�GR\CAPITAL PROJECTS\E5JA 2005 watermaiMproject spreadsheetsIChangs Order 2 Spreadsheet for RobAs
CMC BRICK SLFP13RT
Fl. X FL X 4' TEE mm
House #325
0
MAIN
NJ
FIL X NJ RSGV FLANGE VITH 2' FIPT THREAD
CTYPICAL) 2- V BRASS STREET ELLS
4' FL X KJ RSGV - 3' BRASS NIPPLE MIPT
RSGV (FlP.T. X FIP.T.)
BRASS- KEPT x CTS PAC JBINT (IF CUPPER)
0. -MIPT x IPS PAC JOINT (IF PM_Y)
Ld
217 w S TA. 3f w
w w w _w _w Vik,r
jr __IF'NL
8 DIP
STA 2+81
2 8" RSGV FL X MJ
.1 4" RSGV FL X MJ
1 2" RSGV FIPT X FIPT
2 8" X 4" TEE FL X FL
2 8" LONG BODY COUPLING
6 LF 8" DIP
2 — CONC THRUST BLOCKS
ROW SEE COE DETAIL E7.18
TERMINATE AND CAP AT ROW
320 WALNUT
w
I
STA 3+50
" RSGV FL X FL
A16' lo,,�l
I 1 1 8" RSGV FL, X MJ
w IF 1 8" X 8" CROSS FL X MJ
2 8" LONG BODY COUPLING
1 8" PLUG X MJ
6 LF 8" DIP -
3 — CONC THRUST BLOCKS
SEE COE DETAIL E7.9 FOR
BLOCKING REQUIREMENTS
00
I-
2' -5/8'
CSTC
Ld
L'i
Of
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14
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CONC,
BRICK SUPPORT
MI . N.
FLX FLX4'
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A/
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I
G
MAIN
mi
FL X MJ RSGV--�i
(TYPICAL)
4' FL X MJ RSGV
Ck. 2
-J
w
940 STYLE CAST IRON
VALVE BOX AND EXTENSION
ACP SURFACE -
MATCH THICKNESS
<3' MINIMUM)
NOTE,
WCDF SHALL BE :Y4 SACK MIX
DESIGN PER WSDOT STANDARDS
T INSTALL 12' RIBBED PVC PIPE (ASTM D-3034)
WHEN USING CDF BACKFILL ONLY
FOR ALL VALVES)
0 MAIN 9
I WATER MA
w
CL
IL
Ll
D
D
---BLIND FLANGE WITH 2' FIPT THREAD
-- 2' BRASS STREET ELLS
1- 3' BRASS NIPPLE MIPT
2' RSGV (F.I.P.T. X F.I.P.T.)
2' BRASS- MIPT x CTS PAC JOINT (IF COPPER)
2
2'
3
1
2. 1
-MIPT x IPS PAC JOINT (IF POLY)
u TH 2' HI-MOL POLY (160 PSI) A
2' STAINLESS STEEL, STIFFENER AND
w 2' MIPT X IPS PAC JOINTS REQUIRED
(S
(SEE WATER SERVICE STD DETAIL E-7.6.1)
C3
p -
uo
C [INC. BRICK SUPPORT
NUMBER OF BRICKS REQUIRED
DEPENDS ON AMOUNT OF OVER EXCAVATION
-0-
C.-I-TY
REVISIONS
AMROVED BY DATE STANDARD D ETAI L
D. GEBERT 8/17/06 FIRE LINE AND 2" DOMESTIC SERVICE CONNECTIONS (DETAILS)
DATE SCALE I N
07/12/05 NTS E7.18
IWO
O-ol = I 1%-aoi4 . -3,1 tf IDS
STRE�--
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�D-r
P FILE
CITY OF EDMONDS
APPLICATION FOR
ARCHITECTURAL DESIGN BOARD
OWNER/REPRESENTATIVE
DATE 5/tpqrx FILE # AVB-G;I-%
SITE PLAN --" SIGN EXHIBITS
BUILDING PLANS (3): ELEVATIONS
LANDSCAPE PLAN w-�' ENVIRONMENT —DATA
FEE RECT #
PLAN MODIFICATIONS, 7 FILE #
HEARING DATE
0 ARAW lt�lckeLl
PHONE 7 75-,44 8�)
ADDRESS. �?-/O/O 76-�� hV-r-- U), ah'�L -ZIP CODE,
ARCH I TECT/ DESIGNER ;4�elA_t 1'(111C4e L_ PHONE -7'7_,5;:-44e0
ADDRESS. A'4� 1z,), ZIP CODE
yyx�dp
PROPERTY ADDRESS- 3 2_0 _ZONING_2eA'1 ';Lv
LEGAL DESCRIPTION
PLANS SUBMITTED FOR APPROVAL:
1 Building Plans - Preliminary _ Final )< Site Plan
Landscape Plan X Elevations- )(
2. Sign Elevations AtIA- Site Plan x Landscape Pla_n__�<
3. Modifications of previous approval
EXISTING USE OF PROPERTY pAzq;z_>� I -
DESCRIPTION OF PROPOSAL 7v�tWal-V_,
11V' Z-07- 7-0 JGkA-7_11)& Zze�?�O
APPROXIMATE DATE WORK WILL BEGIN ON PROJECT
ESTIMATED TIME FOR COMPLETION OF WORK. 4 —
RELEASE/HOLD HARMLESS AGREEMENTS: The undersigned applicant, his heirs and assigns, in
consideration for the City processing the application agrees to release, indemnify, defend and
hold the City of Edmonds harmless from any and all damages and/or claims for damages, including
reasonable attorney fees, arising from any action or inaction of the City whenever such action or
inaction is based in whole or in part upon false, misleading or incomplete information furnished
by the applicant, his agents or employees.
PERMISSION TO ENTER SUBJECT PROPERTY: The undersigned applicant grants his, her or its
permission for public officials and the staff of the City of Edmonds to enter the subject
property for the purpose of inspection and posting attendant to this application.
r-
APPADBI/PFORMS / Vgnature of Applicant
2.
c ii
PPC) AUG 3 0 1988
,"ERMIT COUNTER
.5.) Muk�\ LA� -rAc-
-F (Pe, I'A) 6 WALAWF CM�6T-
v c-
DRAINAGE PLAN
cf)
q
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The City of Edmonds Side Sewer Drawing EASEMENT NO - --------------------------------------------
lol-04700 NEW CONSTRUCTION E] REPAIRS [I LID NO - ------ ----------- - ASMT. NO. -----------
OWNER -------- I -VAR --- all-LLIVAH ---- --------------- ------------------------------ CONTRACTOR - ---------------------------------------------------------- ----------------------- PERMIT NO.
jOB ADDRF
,SS ....... 3aQ..- WALNUT STREET
- --- ----- --------- --------------------------------------------- LEGAL DESCRIPTION: LOT NO. - ----------------------------------- BLOCK NO. ---------
uj
A--
LU
ui
cc
W
NAME OF ADDITION ............... ---------------------
DYE TESTED ON SEWER
Approved:
PWW-OWl-11175 (REV.11178) DATE -------------------------------------------- By ------------------------------------------------------------
I
-3 a 0 W A L. JW T � R 0 T-Er Cl' -r
k? - �ls-- r t
A-T�%- Avia, Cp,.o&4 SEc,-riooj-s
0 STR'E--T i' :u ;:
SCAL
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8 90 . 19 ')
STREET FILE
CITY OF EDMONDS
250 - 5th AVE N. -EDMONDS. WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works e Planning * Parks and Recreation * Engineering
March 15, 1989
Mr. Mark Mehlhoff
320 Walnut
Edmonds, WA. 98020
Dear Mr. Mehlhoff:
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
I have tried to research City Codes and policy thoroughly regarding
your property at approximately 8th and Sprague. You would be allowed
to access over undeveloped 8th Ave. from Daley St., but you would need
to make all necessary improvements to the public right-of-way,
including 20 feet of asphalt paving per City standards. Any necessary
rockeries or retaining walls would have to be built at your expense.
If you choose to access the property from the alley, you again would
have to improve the right-of1way to City standards. The standards, in
the case of alleys, vary according to the number of units to be
served. I will be glad to provide you with the information after you
decide how many houses you will, have accessing the alley.
You should also note one of the requirements of the short plat S-2-82
is that an on -site vehicle turnaround is required on each lot.
I trust I have answered all of your questions, Mark, but if I can be of
further assistance, do not hesitate to call.
Very truly yours,
GORDON C. HYDE
Engineeri,.ng Coordinator,
GCH/sdt
MEHLHF2/TXTST530
Q:2
Alberts
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
I
8 9 0.19 9
CITY OF EDMONDS '
250 - 5th AVE N. * EDMONDS. WA 98020 o (206) 771-3202
cbmMUNITY SERVICES:
Public Works e Planning e Parks and Recreation e Engineering
March 20, 1989
I -?M
STRE-L"'I FILE
Mr. Mark Mehlhoff
320 Walnut St.
Edmonds, WA. 98020
Dear Mark:
LARRY S. NALIGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
As I indicated in our conversation on Friday morning, any improvements
required to be made in public right-of-ways must be completed before
certificates of occupancy can be issued. This is not to imply that you
could not construct a temporary access across or through a public
right-of-way prior to or during home building.
My letter of March 15 indicated that paving width would be 20 feet.
Following a meeting with my supervisor, we have determined that you
would be allowed to pave 16 feet only plus a 1 1/2 foot thickened edge,
as long as 20 feet of clear distance was provided. For clarity, please
see attached drawing.
If you have further questions, do not hesitate to call.
Very truly yours,
GORDON C. HYDE
Engineering Coordinator
GCH/sdt
Attachment
Alberts
MEHLHF3/TXTST530
" Incorporated August 11, 1890 *
Sister Cities International — Hekinan, Japan
I-M -d2LjJI)9Ig-a.-)--;, CLI-- -T
22-141 50 SHEETS
OIL . 22-142 100 SHEETS
22-144 200 SHEETS
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CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
107
COMMUNITY SERVICES DEPARTMENT
q2w Public Works e Planning e Parks and Recreation * Engineering
8 9 0 Q$
December 7, 1994 Mailed 12/8/94
Mike McCann
6114 - 185th Pl. S.W.
Lynnwood, WA 98037
Re: Right-of-way invasion corrections at 320 Walnut Ave.
Dear Mr. McCann,
LAURA M. HALL
M AYOR
This letter is a follow-up to the on -site inspection and our previous telephone conversations
with regards to the subject corrections. The fill material has been moved back to the edge of
the road surface, sloped properly and reseeded,. All work associated with removing the fill
from the road, thus reestablishing previous road width, resloping and reseeding has been
accomplished to the City's satisfaction.
If you have any questions, please call me at 771�0220.
Sincerely, -
4��
ADDISON L. CBRISMAN IV
Engineering Inspector
ALC/sf
. apA�
Wa!?ker
MCCANN.DOC
e Incorporated'August 11, 1890 *
Sister Cities International — Hekinan, Japan
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COLUMBIA LAND SURVEYING & ENGINEERING
Tom Reisdorff, P.L.S., P.E.
6605 228th S.W.
Mountlake Terrace, Wa. 98043
776-3935
STORM WATER DETENTION SYSTEM CALCULATIONS
for PROPOSED 3-UNIT APARTMENT BUILDING
at 320 Walnut St.
on Ptn. SE 1/4, SE 1/4 23-27-3
CITY OF EDMONDS
Existing Site Information
Area 0.16 Acres, Off5ite are; - 0.06
Slope - 8 % draining toward the West side of property
Ex. ground cover: bare dirt
Tc L/(VxSO) + 10 = 130/(3.00x6O) + 10 - 10.8 min
i 1.65 in/hr Sno. Co. 10yr
Gallowable - cia 0 x j"6'5* X 9'2-z'= 0 .-2-M c f 5
.411 1.9 -:31 zo&
Required volume of detention for this development:
future runoff coefficient:
Apartment dwelling area: C = 0.8s
Go = Gallowable/(CxA)= 0.2.36 / (0.8S x 0.22)= J-r2t-cfs/Ac
QW,= o, 4-74k,
Assume orifice conditions eXi5t:
T - -25 + \/225S/Qo -25 + \/2255/1.26'= J-7-3
V7.40q
Vs = 3607T/(T + 25) 400oT = 3607xl7.3/(17.3 + 25)-40xl.26xl7.3
=6e'Ccf/ac C
V =604 x0.22xO.85=1-��cf storage volume required
Storage provided by 60 LF of 18"*CMP pipe -106 cf
Storage'provided by 2 catch basins - 7 cf
113 cf . total provided
Or if i.ce:
' 0' 2-6,6,
0 - CdA\/j��
A = +-.m431(@.63x\/�2x32.2x3
A = 0. 14 sf
� ::: -3 . co -
e
usejt::F�diameter orifice
6utlet to
the storm sewer adjacent to this project on Wal'nut St.
Assuming the grate elevation of the re5trictor catch
basin is I' above the top 'of the riser and an underground
detention system by extrapolation, a 10" riser Will be
I&t
11 I 'i 11 � - � I � 11 I �. I - I I I � .1 I I I � , I I , 11 � I I ' I -11 _1_""" . " " , " _ , - , , , , , , -, - " '. -, ... � "-, � � .1- - 11 I 11 11 11'_"___ __ �, - "I 1___1_1__ " _'.____1 I - I "I � , , , I " 7'7�,�,�,",',,��,,-""I'��,�,'�"", " `,'7 � ',' " ',, , - � '; "-, --- , I , I - I I -, I �' ',- 777 ,', - , - - ',',""I """""""'� i:-"� I "': ' :�"' '�"_' �� ;-" � "'�'�""""":"'_ " -"'""""-""","""7- _'___ ' , I - - - I
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NINV,TOP 55.51
6
53.56(6"E)
V
V V. '53.75 (12" 5)
I I
- 53,51 (5`W)
I
IN .53.49 (611 NE)
-w
EXI NG TREE
TO �,El REMOVED
EX15TI KOCKEKY
TO E3E i.GEMOVEO
TYPE 1-L
05 W1 GRATE LID
TOP= 55.20
IE (N&E) 554
N
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TOP 56.33
INV. 54.10 (12"N)
INV, 54.05 (5115w) T.D.R. TYPE I-L
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TOP= roo.00,
-NEW51PEWALK IE (W) = 55.0 Y
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EXIOTING 6WOOD FENCE ALONG
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OF PARCEL 13. TO DE REMOVED.
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TO 13E REMOVED I
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EX15TING 6" PINE
FTO 13E REMOVED I
13o.00l N 89044'1411 E
TOP:64.50'
TOE:62.50'
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APPROVED AS NOTED
BY ENGINEERIN"-
Date:
12LANTING 5GHEPULE
AZELEA: 5 GALLON
5EMPERVIREN5/
ITALIAN CYPRUS& 6-10'
TOUGA MERTEN51ANA/
MOUNTAIN HEMLOCK- 6-121
PINUO NIGRA /AUSTRIAN PINE: 6-12'
®R ACER CIRCINATUMIVINE MAPLE: 5'-10'
CORNUO KOU5A/ KOUSA
'W,
000: &-10,
GINKO 1311-013A'PRINCETON
5ENTPY'R5 MAIDEN HAIR" 5'-10'
street trees must have a 2" caliper 0'
d M VEM "MrMI f , otr I a n 0.
UMMIT ASH: 8'-10'
street trees must have a Z' caliper & 61
brane. I t2tftWL12ed?f3tdMUL—
M
PYRAMIDAL& 5'
VIBURNIUM PAVIPII/ DAVID
All, VIBURNIUM 2 GALLON
13ER13ER15 THUM / ROYAL
f3UIZGANDY 13AK13EKRY: 1 GALLON
HOOTA: 1 GALLON
PHORMIUM TENAX KUBKUM
NEW ZEALAND FLAX: 6 GALLON
RHODAI)ENPRON/'UNIQUE': 24"-30"
CHO15YA TERNATA/
MEXICAN ORANGE: 5 GALLON
PRUNUO LAUROCERASU5/
OTTO LUYKEN; 5 GALLON
VINCA MINOR: 4" POT5/ 24" O.C.
LAWN
AKCT05TAPHYLOS UVA-URSI/
KINNIKINNICK: 4" POT5/ 24" O.C.
CISTUO 5ALVIFOLIUS / SAGELEAF
ROCKROSE: 1 GALLON/24" O.C,
FTC7 IRRIGATION CONTROL PANEL
ro'CEPAR FENCE
LIGHTING 5CHEDULE
100 WATT MAX PORCH LIGHT
HEIGHT: 7-0"
STYLE: CASUAL 13.5" HIGH
964,5CV OUTDOOR CANYON VIEW
BY KlrHI FR
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TOP 55.51
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55,76 (12
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GINKO 131LO13A'PKINCETON
SENTRY'P5 MAIDEN HAIR': 6-10'
0 street trove must have a 2" dallper & 01
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ACER /JAPANEOE MAPLE: 6-10'
ACER /LACELEAF MAPLE: 6-10,
ACER CIRCINATUM/VINE MAPLE: (3'-10'
MAGNOLIA OL./LITTLE GEM: 51-10,
TOUGA MERTENOIANA/
MOUNTAIN HEMLOCK: 6-12'
-0 H 5EMPERVIRENO/
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6EMPERVIKEN5/
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0 PRUNU5 LAUROCERA5US/
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CHO15YA TERNATA/
MEXICAN ORANGE: 5 GALLON
RHOPADENDKON/'UNIQUE': 24"-30"
E5CALLONIA F.: 2411-3011
PHORMIUM TENAX RU13RUM
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V113URNIUM PAVIDII/ DAVID
Vlf3URNIUM 2 GALLON
AzrLEA: 5 GALLON
13ERDERIS THUN. / ROYAL
13URGANDY 13AP,13ERRY: I GALLON
+ 13LUE OATORA55; 1 GALLON/24" O.C.
CAREX VARIGATA: 1 GALLON/24" O.C.
13OXWOOD HEDGE: 1 GALLON/24" O,C.
THUJA F'YKAMIDAL15
PYRAMIDALIO: 5'
YINCA MINOR: 4" POTO/ 24" O.C,
AKCTOOTAPHYL05 UVA-URSI/
KINNIKINNICK: 4" POTO/.24" O.C.
LAWN
H HOOTA: 1 GALLON
C=ROCKERY
FTc7lKRlGATION CONTROL PANEL
61 CEDAR FENCE
LIGETINC
2 5GHEPUL
100 WATT MAX PORCH LIGHT
HEIGHT. 71-011
5TYLE: CAOUAL 13.5" HIGH
9045CV OUTDOOR CANYON VIEW
BY K Ir.Hl M?
RECEIVED
OCT 2 7 2010
DEVELOPMENT SERVICES
COUNTER
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11-06.08
01-27.09
06-15.09
10-14.10
10
OCT 2 7 2010
BUILDING DEPARTLIENT
0rFY OF EDMONDS
EX. CB EX. CI3
TOP 55.51 TOP 63.47
NV. 53.86(8-E) INV. 60.901
NV. 53.78(12-S) INV. 60.1
INV. 53.51(8-VO INV. 50.1
INV. 53.49(8-NE)
EX SS�Ij
TOP 56.39
NV. 42.11 N) WALNUT STREET
42.16(OUT W) S6 SD
SPECIRCA77ON FOR , OPTION. CO it
XDIA CUP-16GA 121,pig�A EENNDD w
2 % x Y2 fEGAWN ALUMINIZED w 7
338.75' STEEL OR 'tPICHOMPEGIREA 7ED. 2* RGV"X 2 RGV`
Ss N 89*44'34" E t 110
0 . I SIGN I INV. 61. . 73(12'N) CDCDCDO ROCKERY 0. nt, MIMMUM KtWUNYMNI - UIMM 11i Ab MWIVIMU BY I'M CITY, OTHER APPROPRIATE BYPS TO M1776-ATE
0* �_Ex W Eap. INV. 61.53(1 THE &TECTS OF INCREASED RUNOFF SHALL BE APPLIED.
OIL Z. f
0 alT &CAP %VATER
CAP WAIIER SERVICE 93VAULT 8 6. EROSION AND SEDIMENT CONIROL REQUIREMENT - UNDERGROUND U77UTY CONSTRUC770N. THE C0NS7RUC77ON OF
10.6' AT THE MAIN. I PR-O-P-DSED UNDERGROUND U77UTY LINES SHALL SPECIRCALLY ADDRESS THE FOLLOWNG.
cn EX. CB @ S70RM DRAIN MANHOLE . EROSION CONIROL. FOR EXCAVATED AND STOCKPILED MATERIALS,
r a THE PLACEMENT OF EXCAVATED MATERIAL WERE CONSISTENT INTH SAFETY AND SPACE CONSIDERA77ONS WALL BE
Cn .0
INV. 61.87(8'S) 0 CATCH BASIN PLACED ON 7HE UPHILL SIDE OF TRENCHES�'
> INMERTICULMERT C, TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT 7RAPS, SEDIMENT PONDS, OR OTHER AC15EPTABLE
Z" SEUR MANHOLE MEANS)v
MU T.O.R. o D. IRACKING AND SPILLING OF MATERIALS ON SIREEIS DUE 70 HAWK
4� CA C! 12W FIRE HYDRANT
0 E DAILY CLEANUP AND STREET MAINTENANCE.
p p (14
0 (0 . 7 a WATER MEIER
0
Cj H VAL W Z ADD177ONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEMOPMENIS, ALL NEW DEVELOPMENT AND
c76 REDEVELOPMENT THAT INCLUDES LAND DISWROING AC771#77ES OF GREATER THAN, OR EQUAL 70, ONE ACRE /8
. ... / 1 3., r- \'__4 BEND ADD177ON 70 MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOW SHALL COMPLY WTH ESC REQUIROWENIS LISTED
_171 'A 7FE BELow
),64-50 0
THRUST BLOCKING
1;1�21�06'2506 8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIM17S IN THE FIELD, MARK CLEAPING L107S
10% C) REDUCER
I MACE DROP MD10R ANY EASEMENTS, SE79ACKS, SENS171VE1CR177CAL AREAS AND 7HE BUFFEM% IREES AND DRAINAGE CRIRSES.
3 13-S) RAISED CAPAUG OR MECH. JOINT SHALL
9. ESC MINIMUM REQUIREMENT - SEDIMENT 7RAPPING. PRIOR TO LEAVING THE STE, STORM WATER RUNOFF
C" 70 1 6 (4% C PUSH -ON JOINTAUB PASS THROUGH A SEDIMENT POND OR SEDIMENT IRAA OR 07HER APPROPRIATE' BYPS SEDIMENT PONDS ANP IRAPS;
TCH EXIST ir3 OW WALL # COUPLING PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED 70 TRAP SEDIMENT ON-97F SHALL BE
ROCKRY C0NSIRUC7ED AS A FIRST STEP IN GRADING, THESE BYPS SHALL BE FUNC77ONAL BEFORE LAND DIS7URSING
!-HIGH CA CAMCM ROCKERY A017W77ES TAKE PLACE. EARM S7RUC7URES; SUCH AS DAMS� DIKES, AND DIVERSIONS SHALL FE SEEDED MD
MODULAR BLOCK WALL MULCHED ACCORDING 70 AN APPROVED TIMETABLE
ey r rriowi^
q 5"CH RY CP 10 ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES. CUT AND FILL SLOPES SHALL BE DESIGNED AND
-EX_9L_ I .. � �X W TaR. -X- FENCE CONSIRUCIED IN A MANNER 7HAT WILL MINIMIZE EROSION. IN ADDIIION, SLOPES SHALL BE STABILIZED IN
TOP 56.53 EX C13
XVT & aV THE CLEARING LIMITS ACCORDANCE WTH ESC REQUIREMENT Na 2.
INV. 5.9:33,3:ESI &Z. 4
523(6 2 v 'E)
NV 5 ) /"� 11 ---------- B VAAER SERVICE INV. 61.74(8
:NV. 54.977t8"N) %",f- 4 AT WE MAIN, INV. 61.45(4-S
MOVE C8 AR u / 1 5 It. ESC 14INIMUM REQUIREMENT - CONTROLLING 01ii EROSION. PROPER77ES AND WATER WAYS D00STREAM FROM
INV. 59.1
C" / DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE 70 INaMASES IN THE VaUM& VELOCIT11, AND PEAK
INE NOR]. :06 .2 --66- INV. 58.85(12-E) HEIGHT CALCULA 77ON FLOW RATE* OF STORM WATER RUNOFF FROM THE PROJECT 97E
SEC_nON LINE / / / '/ z x /Z z z x z z zz x z EX. TACK IN LE ) PLUG IN
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WOOD �O 10'CHERRY 1+"PI 30.00' 30.00 (SECTION CORN 2 4
k. FENCE cq 30.00 e-�HIGH CONC. 23 --
N 89*44'14" E
18 62' 338.62' 1 EX. CB N I39'4,�14' E EX. C8 b 351.36' 25
FOUND EX. IRON Pl� TOP 60.45 TOP 60.38 EXTRUD C REI 351.42'(LD) 26
WITH PLAS11C CAP cc"p 110, INV. 58.93�4-E)
INV. 58.59(4-SW) 4 FOUND EX. IRON PIN
NOID LSA#17970 INV. 58.51(4-W) INV. 58.88 4-YO FOUND EX. IRON IN
INV. 57.71(18' E) I WITH PLASTIC CA WITH PLASTIC CAP
(0.55'E & 0.10'N) INV. 57.62(18"N) INV. i 14ZAJ11-70-7n NO'D LSA#22969
IN SE114, SE114, SECTION 23., T.27 Noy R.3 E01 W.M.
18=050 DEVELOPMENT APPROVAL STANDARDS FM MOSON AND SEDIMENTATIDII! CONMM (M) PLAN,
%IN LEGEND A. ESC MINIMUM REQUIREMENTS ALL AC7IW77ES NECESSITATING A CLEARING OR GRADING PERMIT AND AU U77UTY
N4L----�D PROJECTS CONWS77NG OF MORE MAN 500 LINEAL FEET OF TRENCH EXCAVATION SHALL, BE REQUIRED TO CONTROL
wV EROSION AND SEDIMENT DURING CONSIRUC77ON AND TO PERMANENTLY STABILIZE EXPOSED SOfL RESUL77NG FROM
EXISTIN CONSIRUC`770N. PROJECTS INVOL VING A CRI77CAL AREA MA Y ALSO BE REQUIRED TO COMPL Y W7H ANY COMBINA RON
OF THE ESC MINIMUM REQUIREMENTS. COMPLIANCE WILL BE DEMONSIRATED THROUGH THE IMPLEMENTAIION OF AN
@ EXISTING MONUMENT AS NOTED APPROVED ESC PLAN. GUIDELINES FOR PREPARING ESC PLANS ARE FROWDED IN THE MANUAL IHE PLAN MUST
0 067ING PIPEAEBAR AS NOTED ADDRESS 7HE FOLLOWNG REQUIRSWENTS-
I. ESC MINIMUM REQUIREMENT - CONSIRUCIION ACCESS ROUIE, CONSTRUCTION VEHICLE ACCESS SHAU BE,
SD CA (LD) COURSE OR DISTANCE PER LEGAL DESC. VIER PRACTICAL. LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WTH QUARRY SPALLS' OR
EB ICV IRRIGA77ON CONTROL VALW CRUSHED ROCK 70 MINIM12E THE IRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ON70 A
EB WM WA TO METER ROAD SURFACE, 7HE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY SEDIMFJVT SHAU OE
REMOVED FROM ROADS By SHOVELING OR SKEPING AND BE IRANSPORIED 70 A CONTROLLED SEDIMENT DMSAL
EX. 3" BRASS PLATE FH FIRE HYDRANT AREA INTHIN 24 HOURS. STREET WASHING SHALL BE AUOWM ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
WV WA TER VAL W r0^ MA111011A DrA1110MMIT L'
IMOILILMI14AY wr r-ArVXU AffCM-)- ALL aW1.0 CArV=U LIT LAW VialUMIM
160.00' -0- PIP POKR POLE AC77W71ES SHALL BE STABILIZED BY SUITABLE APPLICAIION OF BYPS, INCLUDING, BUT NOT LIMITED 70, SOD,
C- GA GUY ANCHOR H?EIROSEEDING, OR OTHER VEGETATION, PLASIIC COVERING, OR MULCHINa ALL BYPS SHALL BE SELECTED, DE-9GNED,
EX. CB C4 AND MAINTAINED IN ACCORDANCE Iff TH THE MANUAL 7HE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN
TOP 56.33 ci
NV. 54.10(12-NII) VN -X-X- FENCE APPROVED TMETASLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TO DAYS MOM OCTOBER I
NV. 54,0B(i TO BE G
XA70 \0p aEARiNolowwo uws-\ !4. 'IN THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY I THROUGH SEPTEMBER 30).
G _'_v7 - i I
(A El CB CATCH BASIN
I - - GAS LINE I ESC MINIMUM REQUIREMENT - PROTEC77ON OF ADJACWT PROPER77M ADJACMT PROPER77ES SHALL BE PR07ECND
T T
G
FROM SEDIMENT DEPOS17ION BY APPROPRIATE USE OF' WXTA77W BUFFER STRIPS, SEDIMENT BARRIERS OR'F1LIVi
Ir --afg. W X CEI
4 � �64.7(��
-SW) -SD- S7ORM DRAINAGE LINE MAINTENANCE. ALL. EROSION AND SEDIMENT CONIROL SUPS SHALL BE REGULARLY
EX. CEI
�PAN as ur
55 55 W- WA TER LINE DIKES OR MULCHINa OR BY A COMBINA71ON OF THESE MEASURES AND OTHER APPROPRIATE' BYPS
j
._,I NV. 61.82(12
n 4. ESC MINIMUM REQUIREMENT
11 '49 %V", A 1, 0 1/ All 'F INSPECTED AND MAINTAINED BY 7HE OIWER TO ENSURE CON77NUED PERFORMANCE OF THDR INTEND
M7M _SS- SANITARY SEM LINE ED FUNC90N. ALL
�29 Ju.uu MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE NIH 7HE MANUAL
IN I 1. 01 .00' 30'
5' WOOD Ii K 17 M EE 1)u EX. CB OSSIVIH SANITARY SEWER MANHOLE
VN TOP 64 03
FENCE
0)
-2'-3- H
8 Ln CONC MALL/
cn
CONC.
Ar
._p Q
r
EX SPIGOT WR-`� C3
CA
0 C'MAPLE(DBL)
Q)
A
5 6 .1 1_1 I
!SE
13.6' M
.. ........ 5' WOOD
7 GARAGE FENCE
RAIL
y
CENTER 51.30
b)
70.00'
..4
130.00, S 8574T1,i�
SS.
LIMITS
6 1, 7NCE 3 1 V
17.7' 77-1 EX. DRAWAGE T.al?.
W. ASPHAL.TrqW011i 3' \1
.29
FEP E
X�LDG
12 ESC MINIMUM REQUIREMENT - STABIUZA77ON OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS ALL
TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED 70 Fii
EROSION FROM 7HE EXPECTED MOC17Y OF FLOW FROM A 7%0- YEAR, 24-HOUP FREQUENCY STORM FOR THE
DEVELOPED CONDMON. STABILIZA 77ON ADEQUA TE 70 PREVENT EROSION OF OUXEM ADJACENT STREAM BANKS,
SLOPES AND DOWSTRE4M REACHES SHALL BE PROWDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS
13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTEC710110. ALL STORY DRAIN INLETS MADE OPERABLE
DURING CONSTRUCTION SHALL BE PROTE07ED SO IHAT S70RM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE
SYSTEM WTHOUT FIRST BEING FILTERED OR OTHERMSIE TREATED TO REMOVE SEDIMENT.
T.B.R. T.B.R. (0.40'E & 0.03'N) 14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BYPS. ALL TEMPORARY EROSION AND SEDIMENT -CONTIM Me
U N P L A T T E D aEUAWVG11tWRM�N0 LUMMITS SHALL BE REMOVED WTHIN 30 DAYS AFTER FINAL SITE STABIUZA77ON IS ACHIEVED OR AFTER THE TEMPOR I AR t BMPS
ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON S17E DISAIRSED SOILp)EAS
RESUL77NO FROM REMOVAL SHALL BE PERMANENTLY STABILIZED.
15 EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING C0NS7RUC770N SITES DEWATERING SYST&S
DISCHARGE INTO A SEDIMOVT IRAP OR SEDIMENT POND.
t5 OL�FIAM161 55'u 16. EROSION AND SEDIMENT CONTROL REQUIREMENT - CONIROL OF POLLUTANTS OTHER THAN SEDIMENT ON
RLTER C C0NS7RUC710N MIES ALL POLLUTANTS 07HER INAN SEDIMENT MAT OCCUR ON 97E DURING CONSIRUC710N SHALL
POO- 61R*pjAj&1 7M ?OZA p
'y SECU ED TO 2" X 2" FILTER FABRIC MATERIAL IN BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINA77ON OF SIORM WATER.
CS 14 . WIRE FABRIC CONTINOUS ROLLS. USE STAPLES 1Z EROSION AND SEDIMENT CONTROL REQUIREMENT - FINAN04AL LIABILITY. PERFORMANCE BONDINa OR OTHER
00� E L OR WIRE RINGS TO ATTACH APPROPRIATE FINANCIAL INSTRUMENM SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE Wrn-77HE
5RTV-1/tJ61,4fJt> 0VLi-j-t11C-,1 VIL FABRIC TO WIRE. APPROVED EROSYON AND SEDIMENT CONTROL PLAN. [ORD. 3013 0 1, 19951
C
ol W04C-K- 04LY. AN V WM9- j9a[C, 2" X * WOOD CIS
R=10' EQ L ENT 2,
0U7-5(PC IrUe:�'Co,00 or- T'�MS
WIRE MESH SUPPORT Fi
0r::;'b Af TA CHODADT Vill TrO CADC If �
CASPERS STREET
z
C3
z
w
z
(0
ry
BELL
SIrr
ju
MAIN STREET
w
DAYTON STREET
w
cf)
V)
WALNUT STREET In
w
w
z
V)
z
V)
PINE STREET
VICINITY MAP
N.TS.
LEGAL DESCRIP77ON
PARCEL A:
qmwq j5i.42 FrEr VEST AND 55 FEET NORTH OF THE SOUTHEAST CORNER OF THE SOUTHEAST
WARM? OF THE SOUTHEAST QUARTER OF SECIION 23, TOIWSHIP 27 NORTR, RANGE 3 EAST, WM.,
7HENCE NORTH 55 MT, THENCE KST 7o Furr To THE iRuE POINT or BEGINNING, THENCE REST 60
FEET, 7HIENCE SOUIH 55 FEET, THENCE EAST 60 FEET, THENCE NORTH 55 FEET TO IHE MUE POINT OF
BEGINNING,
(ALSO KNOW AS KEST 60 FEET OF L07S I AND Z BLOCK 4, OLYMPIC VIEW ACCORDING TO THE
UNRECORDED PLAT 7HEYEOF)
MIUATE IN 7HE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
APN. 27032300414400
PARCEL a -
ALL THAT POR71ON OF THE SOU7HEAST QUARTER OF SE077ON 23; TONNSHIP 27 Ni RANGE 3 EAST,
WM., DESCRIBED AS FOLLOW
BEGINNING AT A POINT J41.42 FrET KEST OF THE SOUTHEAST CORNER OF SAID SEC770N; 7HENCE NEST
130 FEET, 7HENCE NORTH 55 FEET, THENCE EAST 130 FEET; THENCE SOUIH 55 FEET TO THE POINT OF
BEGINNING,
(ALSO KNOIW AS LOIS J AND 4 BLOCK 4 OLYMPIC VIEW, ACCORDING 70 THE UNRECORDED PLAT
THEREOF).
APN.- 27032300413600
PARCEL C,
BEGINNING AT A POINT 341.42 FEET KEST AND 55 FEET NORTH OF THE SOUTHEAST CORNER OF THE
SOUTHEAST QUARTER OF SEC77ON 24 TOONSHIP 27 NORIH, RANGE 3 EAST, WM.; THENCE NOR7H 55
FEET, 7HENCE WEST 70 FEET, THENCE SOUTH 55 FEET; THENCE EAST 70 FEET TO THE 7RUE POINT OF
BEGINNING;
(ALSO KNO1W AS THE EAST 70 FEET OF LOIS I AND 2, BLOCK 4, OLMPIC WEW, ACCORDING TO THE
UNRECORDED PLAT 7HENEOF).
APN. 27052300414900
-0 CITY INSPECTION REQUIRED ON ALL ERDS113N CONTROL GRATE
P-1 I I MEASURES BEFORE WORK CAN BEGIN,
6N NIN, I)IN770ft-49' 0016-PIA10 8'- 12" CONSMUCTION SEQUIENM
1>1 1� 1. CALL ENGINEERING INSPEC71ON LINE (425-771-0220, EXT 1326) TO SET UP A PRE-CONSTRUC77ON
1A1VCe'_S7`1Cv�0A1 FgU5 CB MEE77NG WTH OWNER, CONTRACTOR, DESIGN ENGINEER AND CITY ENGINEER.
2. TEMPORARY EROSION CONTROL MEASURES TO BE IN PLACE AND INSPECTED PRIOR TO ANY
-6" BURY BOTTOM OF FILTER CONSTRUCTION OR S17F CLEARING.
110, 61VI 090, 967 818 MATERIAL 8" TO 12" 3. REWEW EROSION & SEDIMENTA71ON CON7ROL NOTES.
4/4, 6' MAX. 4. CONTRACTOR IS TO PROVIDE DUST CON7ROL MEASURES AS REQUIRED INCLUDING STREET SWEPING.
PL CE 3/4--1.5' WASHED GRAVEL IN 5. ROUGH GRADE, INSTALL U77LI77ES & STORM SYSTEM PER PLANS.
E TRENCH AND ON BOTH SIDES OF 6. DESIGN ENGINEER- SHALL INSPECT KEY PROJECT ASPECTS DURING CONS7RUC770N.
0 0-� ILTER FABRIC FENCE ON THE SURFACE. Z FINAL GRAD& PLACE AND HYDROSEED PER N07ES & DETAILS.
2" X 2" WOOD POSTS OR
EQUIVALENT REMOVE TE.S.C, FACIL177ES PER CITY APPROVAL AND ONCE EXPOSED SOILS ARE PERMANENTLY STABILIZED.
FILTER SOCK WITH
Aor_ sutipil4e, caj!�rpuc-noW 13VER FL13W H13LES
CO CTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
TEMPORARY GRAVEL RAW BALES TO INSURE PROPER EROSION CONTROL. ERMON & SMIME-VTAllON =TR-QL NOMS:
4.
CONSTRUCTION ENTRANCE 1 1. DURING CONSTRUCTON, STRAW OR OTHER MATERIAL To COVER EXPOSED EAR7H SHALL BE ON LOCAPON
N. T. S. AND READY TO USE. F THE NEXT WEATHER DAY FORECAST IS RAIN, THE SITE SHALL BE COVERED AT 774E
CITY INSPECTION REQUIRED ON ALL CATCH BASIN END OF THE DAY. THE S17E SHALL BE COVERED IF THE NEXT DAY IS A NON -WORKING DAY
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN, 2. SOIL STOCKPILES ARE TO BE COVERED M7H VISQUEEN WITHIN 24 HOURS.
3. IMMEDIATELY FOLLOWING FINISH GRADING, FINAL LANDSCAPING IS TO BE INSTALLED OR HYDROSEED OR
MULCH AREAS OF EXPOSED EAR774.
8" MIN. LOW PERMEABLE KEYS
F; D M` . . . ........ �IW EDMONDS
TONE CAP UNIT OF geup-p OF
KE TONE COMPA C UNIT REVISION5 BUILDINIG?DEPARETMEf), W=110M N07F.,
STANDARD DETAIL
e"']" ET. _wffj Ali BY DATE WORK J t1jjj/)
CALL THE CITY ENGINEER INSPEC71ON UNE (425-771-0220, EXT 1326) 24 HOURS IN ADVANCE
ex4+V,477o&1) 4�"P/A[4* ANP
1" - 1 114" A004RE, FOR ALL ENGINEERING INSPEC77ONS.
Ej
FILTER FABRIC FENCE FILTRATION SYSTEMS R STRAW BALES MAY BE USED IN
Ow,
FINISHED GRADE DATE N Ula CERTAIN CIRCUMSTANCES (SEE APPROVED BY PLANNING
UNIT DRAINAGE F7LL ,&go- 9910 7/24/ NTS E1.1 DETAIL E1.11), THIS APPLICAITOK
TIMES DURING CONSTRUCIT13N
BLDG OFFICIAL
ROCK OR STONE) 4�Ij _ET FILE
(314* CRUSHED _" M 1. : III APPROVED DATE SHALL BE MAINTAINED AT ALL ie
r, Era ... ... au k
I-T-L 5-- PERIOD. STRE
_T[ TT
APPROXIMATE LIMITS _j 0
OF EXCA VA 77ON V INF`ORCED CONCRETE OR A4,OAI I n P-( N 61 PERMIT UMSF-H SHEET ld=-
4" PERFORA7FD PVC CRUSHED STONE LEVELING PAD TEMPORARY FILTER 2 _oqa� SHEE T I OF 4 CLEARING, TESC. & GRADIN PLAN
132- -...A S*W.F,-T e's- SHEET 2 OF 4 ROAD, DRAINAGE, SEWER & WATER REDS UB*
DRAINAGE TfLE WRAPPED IN FABRIC FENCING -Ti _sii etrr ----___,5HEET 3 OF 4 DETAILS & NOTES
FILTER FABRIC XIIOWA16 W/2 SHEET 4 OF 4 MAMC CONMOL PLAN NOV 10 2008
13L�LUN
�R M
.WPA N
MODULAR BLOCK ("KEYSTONE) WALL .,Pwa rmAg nnionaine nmftent ilz, 0A&_,V 'ON'&
I M
N. TS. V - 1 M-11ty %NA 1-4--\ Ir-Ml-UMAMT Z-)r_L)`1Mt1V I IMAf- rUK (,LTZ)
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
aN SURVEYED BY. LOVELL-SAUERLAND & ASSOCIATES, INC.
DATUM- CITY OF EDMONDS SEWER SYSTEM
BA SIS OF CENTERLINE OF WALNUT STREET PER BOUNDARY LINE ADJUSTMENT RECORDED
BEARING., UNDER A.F.N. 199911015001
BENCHMARK: "R" IN MUELLER ON FIRE HYDRANT LOCATED AT THE INTERSECTION OF WALNUT
STREET AND 3RD AVENUE S.ON THE NORTHEAST CORNER. ELEVA71ON = 50.72
SURVEYOR NOTE. THE LOCATION OF UNDERGROUND U77LI77ES SHOWN HEREON ARE APPROXIMATE
ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL U77L/7IES Iff 7HE 10 a 10 20 30
AREA TO DETERMINE THE LOCA77ON AND DEPTH OF ALL UTILITIES ON AND i@
ADJACENT TO THE PROPERTY Scale 1" 20'
NOT TO SCALE Edmonds STD E1.3
AP
GAMOM QUAN77
CUT, Z790 CY
FILL: 12 CY
GRADING QUAN7771ES ARE ROUGH
CALCULATIONS THAT DO NOT TAKE
INTO ACCOUNT SHRINKAGE OR
SWEUAGE.
S17F ADDRESS
316 WALNUT STREET
C'n r1kin IAJA nOnf)n
REV. I DESCR[PTION DA TE
>z
I Revise per City review comments of March 12, 2008, Revise alley grading, Raise FF 61. 5-2-08 PREPARED BY.- CLEARING, TE.S.C., & GRADING PLAN
2. Update to match revisions on other sheets per review city review comments of 8- 14-08. 10-JO-08
"71
L I
(17 DONNA L. BRESKE., P.E. r uR
V, v
4
6621 FOSTER SLOUGH RD.
5 SNOHOMISH, WA 98290 WALNUT STREET CONDO S
U=7 CONFUCT NOTE: TAX IDS: 2703000414400 270=00413800
Iz I N -
IST PHONE:. (425) 334-9980 27032300414900 PFN.
THE CONIRACTOR SHALL BE RESPONSIBLE FOR VERIF)ING THE LOC4710N, DIMENSION AND DEPTH OF ALL EAIS77NO U77UIIES AHETHER T/ONAL
SHOW ON THESE PLANS OR NOT, BY P07HOLING IHE U77UIIES AND SURVEYING THE HORIZONTAL AND WR77CAL LOCA77ONS PRIOR TO DEVELOPER. Michel Construcdon, Inc., 7907 212th ST SW 1102, Edmonds, WA, 98026, (425) 776-2211
CONSIRUC7701V. THIS SHALL INCLUDE CALLING U77UTY LOCA IF AT 1-800-424-5555 AND THEN POTHOLING ALL OF THE EAIS71NO FAX: (425) 334-7380
UTILITIES AT THEIR LOCA71ONS OF NEW UTILITY CROSSWGS 70 PHYSICALLY VERIFY ;WE7HER OR NOT CONFLICTS EXIST LOCA77ON OF EXPIRES: 11/0 /09-] SC".. I �__ 20, ISSUE DA7W.- 1-16-08 SET NO. I OF 4
SAID UTILITIES AS SHOW ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIA770N. I I I I
IN SE114, SE114., SECTION 23., T.27 N.2 R.3 E05 W.M.
DEIFNII0N VOLUME REQUIRED. 394.66 OF
DE7EN710N VOLUME PROVIDED. 402.72 CF
VA RAMP 0
000S SID E2.15
EX SS�Ij
TOP 56.39
NV. 42.16(fN N)
NV. 42.1 6(OUT VO
_�' �'_7_,ZZ
C4
c�
EX. CB SAKUT UNE X FROM EX. C13
P 55.51 TOP 63.47
NV. 53 86(8-E) PROPOSED FACE OF NV. 60.90(12-S)
NV. 53'78(12-S) (f_4 CURB TO ALLOW MR :NV. 60.84(8-E)
INV. 53.51 (8-W) MINIMUM 2'ASPHALT INV. 60.80(8-W)
PA MH BACK. HEAT &
TACK SEAL- IVIH-
WALNUT STREET A SPHA L T SEA LER
:w� ;:�� --- z so
,-so
;P SIDEWALK WRII 7
It Q:: CA
PEI? SID Ez. I -C\L 9 2.8
(b 00 "ca
3' DIA CMP-160A 12S� ENDS DCJXA 96§;T�_ / �_p \-:I/
2 % x Y2 IN. 770N'ALUMINIZED 1pA;9;FwLT v 2' RGV 2 ' WDE
SIFEL OR ASPHA T TREATED. EZA E78.1, & E7.20 2" RG
ASPHALT INDENING EX. 3" BRASS PLATE
ss- ss N 89*44'34" E VAULT DIMENSONS- 1O'x5*-6'_'
% L PAINT CURB
160.00' 7E I NEW 3 HR L I
REA(OVE EX15qING INCOMING PAINT CURB % TYPE I-L C8 G SION gs wuOw1 5 FT. UPGRADE � CURB RAMP TYPE 4
PIPE FROM 7HE S0U7H. EX. CO MIOW, 5 FT. I tu mumne 07h rg 17
w1A TED UD
TO 56. 3 6 % MP=6aO C4
RE-LOC4 7E .3 HR
INV. 54-.10(12-N) 0 -4-
L4 rap f-) '- 6 vc r PARKING SIGN Mtw)-55.0 ( ) \ � _*
REPLACE DROP CURB & T,
GUT7ER FOR WDTH OF NEW
f A '4
EX. CB
,65-
55�
5r Al .4
TOP 64.70
ASPHALT ALLEY APPROACH 55-65 -j1ARKk
5r
(V INV. 61.82(12-SW)
I Mu'
f 03N No "_IW
0,L
0.0
F
6 P/v t
ip_mC_EELE_CB0_XL1D _W1 7R-AFRC- Ot4 E .0 14v - - - v 30, 3Q' EX. CB
LOADING& ADJUST FLUSH 70 ASPHALT 11 70 vx LE STOP"
IE-51 70 TOP 64.03
4 0.
A 4" FIRE SIGN INV. 61.7jk12"N)
Pvc
LINE 0 INV. 61.53(6-E)
"'%1wfG'OT z
_., f 40
3 IL 0
J 4" p WATER
8
8
ff]VAULT
pr r- L (n
01,
'/oo
BEGIN 18' cf) m
EX. CB
IE=58.1 a 7rE I-L CS u TOP 64.11
R%OED EDGE J WIURAW, LID
-S)
GA ______FINV. 61.87(8
� r PROP. CONC.
m C3 TOP=59.9
1E(N&E)-55. 0 �PAD FOR USPS
RCE_ c§,4 TYPE 14-� CBU MAILBOXES z
cu EAIS77NG SS TO WAOUD LID (f) .
'I /
BE USED FOR PPUMP 8AS_q1N m 2 17�4" PVC 0 41- 0 �sw
I -
NEW BUILDING
P
0 co 7
1AE 0
0ox IE(S)
=50. 72- .61
0 7 GARAGE 40 VC 0 1 q CC)
Z GARAGE Pvc PERF
I, 61"CO "w/1
r
0 _q T110 , I ' I
CA J am a-wo A. rn PIPE CONNECT
TO YARD BASIN
AT GARAGE
70.00'
S 89*44'14 'cz
INSTALL CLEAN OUT AT T3 0. 66 m 0
4" DROP
7H END OF CITY MAIN, 6--_`?R1WCH DRAIN YB 4 REPLA(
3
Z6
SSCOI CURB I AAISED
CA
EXIS77NG SS MP=51.75
I , 1, 1 i� AX&
6
SIDEW
SIDE SEAER IE-50.75 ca
WRI70 L CURB 1.
ASPHALT �,-4" PVC PERF PIPE MAXW EXIST
GUTIV? CONNECT TO TRENCH DRAIN PEI? A40NDS C.14
L STA DET41i
M E2. 8 0
-FY--CJ3
TOP 56: 53 STREET 7RE�S PER
iNV. 5 33(3-S) 3 LANDSCAPE"OLAN (TW.) TOP 64.60
NV. 55 23(6-E) INV. 61.74(8-E)
NV. 54'97(8-N) N HARCEL B 4 INV. 61.45(4-S)
I IR, -N)
INV. 59.62(8 5
REMOVE C8 & PIPE�- ZZ) L - - - -- - - - - - - - :mp"NA-L� -E)
TO THE NORN 15' B" L 0 - YB INV. 58.85(12
SECTION LINE 84-4* PVC 0 110% EX. TACK IN LEAD PLUG IN
(D I
zo --- 01 2" IRON PIPE IN CASING
REFUsgr, 4NcyaE 0i ---------------
30.001 30.0 (SECTION CORNER) 24
ENa W 130. r 23
7� ob
00'
18.62' 338.62' N 89'44'14" E N 89*44'14" E
FOUND EX. IRON PIN Z:j CLEANOUT 351.36' 2 '25
Z�
to ", 351.42'(LD)
WITH PLASTIC CAP (Typ) EXTRUD CURB FOUND EX. IRON PIN
NO'D LSA#17970 YARD BA FO D E IRON IN NTH PLASTIC CAP
(0.55'E & 0.10-N) WITH PLASTIC CAP
NO'D LSA#17970 NO'D LSA#22969
4' P VC PERF PIPE (040'E & 0.03'N)
F007ING INFIU-- CONNECT 70 YARD BASIN
U N P L A T T E D IRENCH
NO- 5-1/2"
1" R
18
1" BATTER
4 .
1 "R CITY INSPECTION REQUIRED ONI
FORM WORK PRIOR TO POUR
0 FT/FT
.05
NOTE: IF A THICKENED EDGE IS ADDED TO EMS77NO PA WMEN T 4w A
PAVEMENT OR APPLIED AFTER NEW PAVEMENT IS PLACED, IHICKNESS 4
7HE ASPHALT SURFACE SHALL BE 7HOROUGHLY TACKED. A 6"
q A
.4 A. A.
4" 4
A,*Dt-I`1AL I t:Utit 1006�
N.TS STD. E2. 11 - � �-
ASPHALT
VALLEY GUTTER
ALLEY
rot
a
DRIVEWAY
�_24_�
ASPHALT GUTTER
NOT TO SCALE
18" STANDARD
24" ARTERIAL
= 5/8" MINUS CSTC
NOTES:
1. FORMS SHALL BE TRUE TO LINE AND GRADE
AND SECURELY STAKED.
2. THRU JOINTS SHALL BE PLACED ADJACENT
TO CATCH BASINS.
3. EXPANSION JOINTS SHALL BE EVERY 10 FEET
AND DUMMY JOINTS EVERY 5 FEET.
4. THRU JOINTS SHALL HAVE 1/2" TO 5/8" WIDE
PREMOLDED JOINT FILLER.
5. CONCRETE SHALL BE CLASS 3- 300OPSI.
6. FINISH SHALL BE LIGHT BROOM.
7. CURB SHAH BE SPRAYED WITH CLEAR CURING
COMPOUND OR SHALL BE COVERED AND KEPT MOIST
FOR 72 HOURS.
8. ALL SIDEWALKS POURED BEHIND CURB IN
DRIVEWAY AREAS SHALL 13E 6" THICK OVER 2" OF
CSTC NTH SUBGRADE COMPACTED TO 957c MAXIMUM
DENSITY.
S TA NDA RD TYPE of A 0.0
CURBIGUTER DETAIL 107"
N. T. S. PER EDMONDS STD. 2.8
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMA77ON
SURVEYED BY. LOVELL-SAUERLAND & ASSOCIATES, INC.
DA TUM.' CITY OF EDMONDS SEWER SYSTEM
BASIS OF CENTERLINE OF WALNUT STREET PER BOUNDARY LINE ADJUSTMENT RECORDED
BEARING: UNDER A.F.N. 199911015001
BENCHMARK: "R" IN MUELLER ON FIRE HYDRANT LOCATED AT THE INTERSECTION OF WALNUT
STREET AND 3RD AVENUE S.ON THE NORTHEAST CORNER. ELEVA77ON = 50.72
SURVEYOR NOTE, THE LOCA77ON OF UNDERGROUND U77LITIES SHOWN HEREON ARE APPROXIMATE
ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL U77LI77ES IN THE
AREA TO DETERMINE 7HE LOCA77ON AND DEPTH OF ALL UTIL177ES ON AND
ADJACENT TO THE PROPERTY.
FH
L
(A
C�
MIN.
TYPE 1-L C8
S7RAP
" Pvc
OUTLET IE=55.0 . 4,0
9" MIN.
4
RIU=59.9
SEWER CONNEC77ON NOTE. -
THE EXIS77NO SEKER LA7FIAL SHALL BE TVd BY IHE CITY PUBLIC KVRKS
DEPAR7UENT 70 DEMMINE F THE LA7ERIAL CAN BE REUSED. F THE LA7ERAIL
CANNOT BE REUSED, IT SHALL BE REPLACED BY 771E CON7RACTUR FROM THE
MAIN 70 THE PROPERTY LINE. F THE M77NO SANITARY SIDE SERW IS
PROPOSED TO BE REUSM 7HE SIDE MO SHALL BE TVd BY THE
CONTRACTOR11PROPERTY OMER AND A COPY OF THE WDEO PROWDED TO THE
PUBLIC WORKS DEPARIMENT FOR APPROVAL TO REUSE ME LIEN.
CHECK VALVE
BALL VALVE IN
VALVE BOX
jjq' MIA/
GROUND ELEVAIION-510 QUICK RELEASE UNION
70 NEMA 4X PANEL! CHAIN OR POLY ROPE PER
MANUFACTURER'S RECOMMENDA7701VS
P -11, Pvc
SCH 40
CONDUIT FOR POMR
4' PVC -IN
2" SCH 40 PVC
r
IE-51.7+1- ON I)nj '0_�
MERCURY ON/OFF IE=50. 72
FLOAT SKITCH
ON a-5127
OFFa-417 BOTIOMM OF C9=46.7 4-
SUMP PUMP C812-PUMP BASIN
GOULDS 1/3 HP TYPE I-L CS
3887BHF
OR EQUIVALENT
-TRENCH DRAIN PUMP DETAIL
N. TS.
0WRFLOW EL=58.0
ELBOW IE=56.6
ORIFICE DIA.=1.65
6" PVC
6" x 6' x 6' PVC 7EE
RESTRICTOR DEVICE - CB-1
N. T. S.
10" 6" MIN.
on
5"
2 1/210 -.002 1/2" NOTE.
9- EX7RUDED CURB SHALL
BE LOCA7ED ON
PRIVAT PROPERTY
NOTES:
1. EXIRUDED CEMENT CONCRETE CURB SHALL BE BONDED TO
THE PAWMENT WIN TACK COAT OR SLURRY MIX7URE
ADHESIVE.
I LONTS IN EX7RUDED CEMENT CONCREIE CURB 94ALL BE
cur wRi7cAaY AT 10 FOOT IN7ERVALS TO A MINIMUM
DEPTH OF 5 INCHES. SAIIIED CUTS SHALL BE 1/8 INCH
MINIMUM WD7H.
EXTRUDED CURB DETAIL /009
ORInCE EL=54.85 +/_
P VC INSIDE DIA ME IER CA P
5R-ILL o 75" oRIncE IN
CEN7ER OF CAP.
SECURE KITH ADHESIVE &
4 STAINLESS SIEEL SCREWS.
N.TS. S 7D E2. 7
INSTALL 2" DIA PIPE IN ORDER
TO PREVENT UPS7REAM AIR LOCK
ce #1 C8 #2
DETENTION PIPE UPSTREAM AIR LOCK DETAIL
NOTES
1. CATCHSASINS TO BE CONSIRUCTED IN
ACCORDANCE WMI ASTM C 478 (AASHTO M 199)
& AS7M C 890 UNLESS OTHERWISE SHOWN ON
PLANS OR NOTED IN THE WSDOT / APWA
SPECIRCA77ONS
Z REINFORCING SHALL BE EQUIVALENT TO WELDED
WIRE FABRIC HAVING A MINIMUM AREA OF 0. 12
SQUARE INCHES PER FOOT WELDED WIRE FABRIC
SHALL COMPLY TO ASIM A 497 fAASHTO M221).
MRE FABRIC SHALL NOT BE PLACED IN THE
KNOCKOUTS.
3. THE BOTTOM OF THE PRECAST BASE SECTION
MAY BE ROUNDED.
FRAME AND GRATE
GRATE IN ROW SHALL BE
LOCKING, VANED GRATE.
2'X4'X8" SOLID BRICK USED FOR
FINAL ADJUSTMENT TO GRADE. 6"
HIGH AIAX.
4. PRECAST BASES SHALL BE FURNISHED WITH
CUTOUTS OR KNOCKOUTS. KNOCKOU73 SHALL HAVE
A WALL THICKNESS OF 2' MINIMUM.
6' OR 12' CONCRETE RISER
5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH SEC17ON CLASS 4000
KNOCKOUTS MAY BE CONCRETE
MAXIMUM DIAMETER OF 28".
EITHER ROUND OR "D" SHAPED, PIPE TO BE
INSrALLED IN FACTORY SUPPLIED KNOCKOUTS. 0
6. KNOCKOUT OR CUTOUT HOLE SIZE IS
EQUAL 70 PIPE OUTER D14METER PLUS CONCRETE (0
INLET WALL THICKNESS.
Z THE TAPER ON THE SIDES OF THE 6" CONCRETE REDUCING TOP
SLAB CLASS 4000
PRECAST BASE SEC77ON AND RISER SEC71ON CONCRETE
SMU NOT EXCEED 112" PER FT.
8. CONCRETE INLET FRAME AND GR47E` SHALL BE (0
IN ACCORDANCE W17H THE WSDOT / APWA
SPECIRCA77ONS AND MEET THE STRENGTH
REQUIREMENTS OF FEDERAL SPECIFICATION
RR-F-621D. MA77NG SURFACES SH4U BE FINISHED PRECAST RASE SEC77ON
TO ASSURE NON -ROCKING RT.
(MEASUREMENT AT THE TOP OF
THE BASE)
9. FRAME AND GRATE MAY BE INSTALLED WITH
FLANGE DOWN OR CAST INTO RISER.
00
z
0 a
... I——
10, O.C. IN 5' O.C.
PLA
#21 mid. 5' TO 7'
z
;AwWr 2X
4- 1'
A
EARTH OR
FULL DEPTH 1/2" COMPACTED NATIVE MATERIAL
EXPANSION UNLESS OTHERWISE SPECIFIED
JOINT MATERIAL BY ENGINEER
SEC TZ ON CITY INSPECTION REQUIRED ON FORM WORK PRIOR
TO POUR
NOTES:
1. CONCRETE SHALL BE CLASS 3- 300OPSI
2. CONCRETE SHALL BE BROOM FINISHED
3. SIDEWALK THICKNESS SHALL 13E 5-1/2".
4. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK.
5. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK.
6. CONCRETE SHALL BE SPRAYED NTH CLEAR CURING COMPOUND OR
SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS
7. SAW CUT AND REMOVE ACIP PAVEMENT A MIN. OF 2' FROM GUTTER
FACE M INSURE ADEQUATE COMPACTION OF ACP AND GUTTER SUBGRADE.
CONCRETE SIDEWALK DETAIL
N.TS. EDMONDS STD. E2.13
CATCH BASIN TYPE 1-L DETAIL
N.TS. kl__
OR CASTIRON GRATE
0
IM
I 4'
IN
It 70 I(r N-12 OR RCP SPE
-
-AF
LI
NOTE-.
CORE -DRILL HOLES
IV TO 6" PVC PIPE
FOR YARD BASINS
GROtJT PIPE TO BASIN
VATH MULTIPLE
CONNECTIONS
41A
6' CONCRETE BASE
YARD BASIN DETAIL 3
N. T. S. \411.-
YARD BASIN SCHEDULE
NUMBER
RIM
INVERT
YB- 1
60.00'
55.73'
Y8-2
60.00'
56.23'
YB-3
60.00'
56.40'
Y8-4
60.00'
56.68'
Y8-5
60.0
5ZO6'
YB-6
59.90'
5Z90'
PPROVED FOR CONSTRUC71ON
ml%�ml a I thb /Wv.
fTY ENGINEERIA16 DivisleAl DA TE
SM ADDRESS
316 WALNUT STREET
EDMONDS, WA. 98020
IN SE114., SE114., SECTION 23., T.27 N.2 R.3 E., W.M.
1/2'
LNOMINAL DIMENSIONS
TAAZ
1-1/,40 1/4"
A
TRACTION GRID PATTERN
TACTILE WARNING TEXTURING
DETAIL A
MIN.
MAX.
A
1 5/8"
2 3/8'
B
5/8"
1 1/2"
C
7/16"
3/4"
L D
7/8"
1 7/16'
0 .2. UL0L,,1Tr_tr Qf7f" Dr. OrnAlCM Win A Wativii %ovmrvwtvu wn xTm" or. wyrnrw movu nIII mwor rL/fx fdC "VWIA%?,
4. DETECTABLE WARNING PATTERNS (TRUNCA TED DOMES) SHALL BE REQUIRED ON ALL PUBLIC STREETS AND PRIVATE
siREErs sERwNG nvE OR MORE LOIS. TRAC71ON GRID (DIAMONDS) 70 BE USED AS INDICAMD.
5. DETECTABLE WARNING PATTERNS SHALL BE II
I IN CaOR, SET AND SECURED IN CONCRETE, AND SHALL, MET THE
DIMENSIONS AND SPACING giOw.
6. TAC71LE WARNING TEX7URING SHALL BE DONE NTH AN EXPANDING METAL GRATE PLACED AND REMOM FROM YET
CONCRETE 70 LEAVE A DIAMOND PATTERN AS SHOW. THE LONG AAIS OF THE DIAMOND PATTERN SHALL BE
PERPEND10LAR 70 THE CURB. GROOVES SHALL BE 1/80 DEEP AND 114' WIDE
ADA RAMP NOTES TYPE 2 & 5
!A -0
SAW CUT AS REQUIRED
1'-0" TAC11LE STRIP
6" CONC. CURBING SHALL EXTEND TO
THE LIMITS OF THE SIDE SLOPE AND
SHALL MATCH THE TOP OF THE SIDEWALK
SEE DETAIL B
T U C T
RUNCATED DOMEVS)
1/2" EXPANSION JOINT
SAW CUT OR REMOVE
TO NEAREST JOINT
ADA RAMP DETAIL (TYPE 5)
N. T. S. Edmonds SM's E2.17
6.0 5.0'
(TYP) N
6 4WD OR' %018
A
A( MAIN RAMP- 2X S
SIDEWALK THICKNESS SHALL B E 5.5'v
REMOVE AND REPLACE
CURB AND GUTTER
B-1
11�1
DETECTABLE WARNING
PATTERN (TRUNCATED DOMES)
SEE RAMP DETAIL B DWG# E2.22/
00.
REMOVE AND REPLACE
CURB AND GUTTER
WARNING PATTERNS
;��(TRUNCATED DOMES)
V WIDE TACTILE STRIP (TYP)
e-ALL LOCA71ONS
VARIES
RAMP $HALL BE FLUSH AT
THE GUTTO LINE 2X SLOPE
CONCRETE CURB AND GUTTER 95% COMPACTED SUBGRADE. ADD
SEE DETAIL E-18
(NEW CONSTRUCTION ONLY) CRUSHED ROCK BASE AS REQUIRED
11r FULL DEPTH EXPANSION JOINT MATMAL SECTION B-1
CURB AT 1:12
6050;0
000000
f% f% R
I
1
L-L
L I
L1
Ll
w w w
00000
00000
0 0
00000
0 0 0 0 0
0 0 0
KAMP
AT 1: 12
-1
0000
00 .0..0
0000 0
0
000
000000
0 01
0 NO
INSTALL 1/2" EXPANSION JOINT
MATERIAL (TYPICAL)
EXIS71NG
SIDEWALK
SAW CUT AS REQUIRED
LTIkCTIUE MING STRIP
CURB RAMP--' I' Tw, a- I WIDE CAL)
2.5' LONG
31 LANDING REFER TO DETAIL
TYPICAL ON E222 FOR SPACING
ALL RAMPS AND SPECIFICAITONS
6.0' MINIMUM CURB LENGTH
RAMP SMALL BE FLUSH 3' LANDING
VARIES SIDE CURB SHALL BE AT A 1:12 SLOPE
WITH GUTTER LINE [_�IAD THE DISTANCE OF THE RAMP
`1: 12 MAX SLID —I
CONCRETE CURB AND GUTTER 95X COMPACTED SUBGRADE.
SEE DETAIL E-2.8 2' ADD CRUSHED ROCK BASE AS REQUIRED
(NEW CONSTRU07ION ONLY) go.
11Z FULL DEPTH EXPANSION JOINT MATERIAL ZDETECTABLE WARNING PATTERN
SECTION B-1 (TRUNCATED DOMES)
ADA RAMP DETAIL (TYPE 2)
N. T. S. Edmonds STD E2.15
5#
10"
0.62`1 THICKENED EDGE
0.62
EXIS77NG
-2%
ALLEY
18.62
18'
WArAK
A
ROW rt
10"
ALLEY PAVEMENT SECTION of A —A## rA
N. T. S. 2
ALLEY
18.62'
18'
1-2%
10"
16 it
6
16
-�6
. . . . . . .
7�\
2" AC PAVEMENT APPROVED SUBGRADE
2 ATB
I$
4 1-1/4" CSBC
A L L E Y PA VEMEN T SEC T/ ON "B — B
N. T. S.
DRIVEWAY
24
10.
. . . . . . .
0
2"
AC PAVEMENT APPROVED SUBGRADE
2 AT13
4 1-1/4" CSBC
DRIVEWAY SECTION $PC— C p)
N. T S.
.30'
J-HR PARKING
�2'
MIN.
SAWCUT NOTE. NEAT LINE CUT, CLEAN, NEAT &--/ Nl�
TACK EDGES K17H SEALER CSS-1 AND SEAL MTH
HOT ASPHALT CEMENT CUT SHALL BE AT LEAST
1.0' INSIDE EXIS77NG EDGE OF PAVEMENT.
BACKFILL EXIST DITCH W/ GRAVEL BORROW
WALNUT STREET FRONTAGE IMPROVEMENT
N. T. S.
7.0# 2.5
SIDEWALK
-2%
VER77CAL CURB
2
3* COMP. DEPTH CLASS "I
ASPHALT CONCRETE
3" COMP. DEPTH AT9
BIN MIN. COMP. DEPTH
GRA VEL BASE
LANDSCAPE WALL
3' HIGH MAX.
%PPROVED FOR CONSTRUC77ON
I
19
NTY ENGINEERIA05 D)V1510a DA TE
REV. I DESCRIP77ON DATE
U. PREPARED BY:
2 WA
3
DONNA L. BRESKE, P. E.
4
6621 FOSTER SLOUGH RD.
5
SNOHOMISH, WA 98290
IV= CONMCT NOTE:
"I - IST PHONE: (425) 334-9980
7HE CONTRACTOR SHALL BE RESPONSIBLE FOR ffl?"NG THE LOC47701I DIMENSON AND DEPTH OF ALL EXIS77NG U77UTIES WETHER /ONAL OD
SHOW ON THESE PLANS OR NOT, BY POTHOUNG THE U77U71ES AND SURVEWNG THE HORIZONTAL AND If R71CAL LOCA 17ONS PRIOR TMO
CONSTRUCTION. THIS SHALL /NaUDE CALLING U77UTY LOCATE AT 1-800-424-5555 AND THEN P07HOIJNG ALL OF 7HE EXIS77NG F".- (425) 334-7380
U17LITIES AT THEIR LOCA77ONS OF NEW U71UTY CROSSIN;S TO PHMCALLY M?IFY IWETHER OR NOT CONI EXIST LOCA77ON OF EXPIRES: 11/05/09
SAID U71UTIES AS SHOIW ON THESE PLANS ARE BASED UPON THE UNVERIRED PUBLIC INFORMA7701V AND ARE SUMECT TO VARIA7101V.
S17E ADDRESS
316 WALNUT STREET
EDMONDS, WA. 98020
DETAILS & NOTES
FOR
NOV 10 2q
WALNUT STREET CONDO'S
eUL
CWC, PA"
OpT
olAC
TAX ID's: 27032300414400 27032300413800
27032300414900 PFN:
DEVROPER. Michel Construction, Inc., 7907 212th Sr SW 1102, Edmondg, WA, 98026, (425) 776-2211
SCALE: 1�- 20' 1 ISSUE DATE.' 4-2-08 1 SJIT NO. 3 OF 4
I
mz
0
-n
2 BLOCK-1 3 BL005,--
ounmon ECOLOGYbLOCK5
SCALE: 1.00" = 20.00'
E�D OF
RING
a
I
i"V
NOTICE:
DENNIS M. BRUCE, P.E.
TO MONITOR INSTALLATION
v:j,;o� OF SHORING
vo plewfe-
PIZOPO�hj AT
ILU ILIA
z z
15.50' 13.0
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FIN15H GKAPE 1:1 OLOPE la FINI5H GKAPE I oj�
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NN
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2,VX24'X72'
ECOLOGY 13LOCK (TYP)
ECOLOGY 13LOCK (TYP)
DEN9E OTA13LE
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NATIVE 5OIL I "No
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N'N N % N % N N
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N .1 eNeNeNe 0 e e "NON"N"
%
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%
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KE9TKICTION A55EM13LY UNP15TURMI) 5011-
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IJNPI5TLlKI3EP 501L LEVEL L3A5E AAA.650-MC114- LEVEL 13A5E
-LYA, A
u EM
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1/4 = 1.00
APPROVED AS NOTED
BY EN INEERING
cm —04MM
Date: —L'IyoN4�
740.
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REVISIONS:
STABILIZATION I
RESUB
i4OV 10 2008 1
IN SE114., S.F114., SECTION 23, T.27 N.2 R.3 E., W.M.
WHITE REFLECTIVE
TAPE (TYP)
EX. CD AN71CFAia aosm OF
TOP 55.51 OF J-HWR PANIC AWA
F� INV. 53.86(8-E)
z z rn INV. 53.78(12-S) J DAM J6 HRS TOTAL
0 VFV INV. 53.51(8-W)
INV. 53.49(8'NE)
3-- 00-z EX SS�H-
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NV. 42.16(IN WALNUT STREET
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ORA GE C4
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36.65(OUT W E) CONE "Id W
51 12' RGV 2' RGV
338.751
Ss- Ss- _SS 338.7 N 89*44'34-0 E t /
UP AREA i T-OF-�W� Y ASSOCIA 7ED
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EX. CONCRETE MONUMENT TOP 56.33 7HE EXIS77NO WR77CA4 CURB.
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INV. 60.84(8-E) WV FH
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TOP 55.53 0
NV. 55.33(3-S) 11 C'
NV. 55.23(6-E) RARCE B
INV. 54.97(8*N) 4
7
SECTION LINE (D L
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-��5 WOOD
NCE 1 0.00, 0-!� HIGH M'40. WALL
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3,38.62' B 77
b TOP 60 38
FOUND EX. IRON PIN ET046-0.45--/'
d INV. 58'93(4-E)
WITH PLASTIC CAP INV. 58.59(4"S%V)
NO'D LSA#17970 NV. 58.51(4"VV) INV. 58.813(4-W)
EX. CONCRETE MONUMENT INV. 57.71(18- E) INV. 5B.33(18-N)
WITH 1 1/2" BRASS CAP (0.55'E & 0.10'N) INV. 57.62(18-N) INV. 58.46(18-W)
WITH "X" IN CASING
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14*PI 30.00, 30.00' (SECTION CORNER) 23 24
r
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351.36' 25
26
Ei LID CURB 351.42'(LD)
FOUND EX. IRON PIN
FOUND EX -I ON IN TIC CAP
WITH PLAS
WITH PLASTIC CAP
NO'D LSA#17970 NO'D LSA#22969
(0.40'E & 0.103-N)
TRAFFIC CONTROL PLAN
FRONTAGE IMPROVEMENT CONSTRUCTION
z
w BOUNDARY AND TOPOGRAPHIC SUPVEY INFORMATION
z SURVEYED BY- LOVELL-SAUERLAND & ASSOCIATES, INC.
DA TUM: CITY OF EDMONDS SEWER SYSTEM
BASIS OF CENTERLINE OF WALNUT STREET PER BOUNDARY LINE ADJUSTMENT RECORDED
BEARING; UNDER A.FN. 199911615001
BENCHMARK: `pR" IN MUELLER ON FIRE HYDRANT LOCATED AT THE INTERSECTION OF WALNUT
STREET AND SRD AVENUE S.ON THE NORTHEAST CORNER. ELEVATION = 50.72
SURVEYOR NOTE.- THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE
ONLY THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL U77LITIES IN THE
AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL U77LI71ES ON AND
ADJACENT TO THE PROPERTY.
REV. I DES0070N DA TE
-�rl -
I Per J-12-08 c* comments; Add Haul Route Map, Remove Detail for Seoer Une Install 5-2-08 L -
1�1 C'
2 Per B-14-08 city review comments. Revise Haul Route. Add J-Hr Parking Closure Note. 10-JO-08
i Revise Closure time III for Parkng along Walnut street 12-1-08
4
5
-27367
UTIL177 CONFUCT NOTE: GIs T
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VFR/F)7NG THE LOCA77ON, DIMENSION AND DEPIH 0 ' F ALL EVSTING U17LIlIES WETHER 6*/ONAL
SHOW ON THESE PLANS OR NOT, SY POTHOUNG 7HE U77LI17ES AND SUR"NG THE HORIZONTAL AND III LOCA77ONS PRIOR 70
CONSTRUVION. 7HIS SHALL INCLUDE CALLING U77UTY LOCA TF AT 1-800-424-5555 AND THEN POTHOLJNG ALL OF 7HE EXIS77NG
U71UTIES A T THVR LOCA 77ONS, OF NEW U77UTY CROSSNGS TO PHYSICALL Y WRIFY WIETHER OR NOT CONFLICTS 09ST LOCA 77ON OF EXPIRES: 11/05/09
SAID U77U77ES AS SHOW ON THESE PLANS ARE BASID UPON THE UNIVERVED PUBLIC INFORMA 77ON AND ARE SU8JECT TO VARIA 170N.
PREPAMD B Y.-
DONNA L. BRESKE, P.E.
6621 FOSTER SLOUGH RD.
SNOHOMISHo WA 98290
PHONE: (425) 334-.9980
FAX.- (425) 334-7380
?I
PPROVED FOR CONS77?UCTION
n eld mhhoas
,17Y ENGINEER10 PIVISMAJ DA TE
S1 T ADDRESS
316 WALNUT STREET
EDMONDS, WA. 98020
TRAFFIC CONT&I'VOL & HAUL ROUTE PLAN
F F70R
, U
WALNUT STREET CONDO'S
TAX ID's: 27032300414400 27032300413800.
2702300414900 PFM-
DE*10PER., Michel Construction, Inc., 7907 212th ST SW 1102, Edmonds, WA, 98026, (425) 776-2211
SCALE.- I p!-- 201 ISSUE DATE: 1-16-08 SET NO. 4 OF 4
EX. 613
TOP 55.51
INV 53.&r5(6l'E)
V V 53.76 (12"5)
1 53.51 (a" W)
IN .53.49 (61 NE)
EM NG TREE--)
TO REMOVED
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TO 13F �Ca:,MOYED
TYPE 1-L
55 W1 GRA-M LID
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and location approved br.
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TOP 56.33
INV. 54.10 (1211N)
INV. 54.05 (5" 5W) T13-K.
TYPE I-L (010.11
ly/
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NEW51PEWALK IE (w) = 5E5,o �7
........... 71
50
to
SI""REET
EXIOTING 5"OPKLICE
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TO" .:62.00
31 HIGH CO�C.
WALL TO 3E KqMOVEP
C13 3 TYPE 1-L
......... 7.00
---------- -------------
PORP BAF4
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n loc.
El
N E HALT PRIVEW,�Yj PROPOSED 7 UNIT BUIL G
0ARA0E 6 LAB: DRIVEWAY FRON F ff .50 --------
x CENTER = 51.3(
BACK 51.50'
-154
13 -4) CONC. WALL -
0.70 XrO )-73 TO 13E REMOVED
Xe: 0,89,
J. E 13'
..................
32.5'1 �06, 17.
-------- ------ ----------------
10.00
1"k
I ............................... 13 #5
13 #(5
4
1. N w w .. . I . I . . . . . . I - I - I - - - - - I - I - I . I . I . I - - - - I - I
7TING T
EXIC
TO VED
7AP XOO.510
'-_A;-0#'Z 130.00'N 8904411411 E '(0-ro
roo EXI15TING 5(WOOP FENCE ALONG "".7 1 EXIOTING 10" CHERKY
EX15TING 12" NNE C90UTH AND WE5T 61 PE PKOFEKT'� TOIP:64.50' TO DE KEMOVEP
OF PARCEL 5. TO DE REMOVED. T015:62.50'
TOP:66.25'
TOIE:64.25'
70
30.00,
.04
"MOVE EX TING
3'KAIL F: NCE
TO PKOP.INE
7 36
.X15TING 14" FINE
W
W
W
W
W
A
W,
W
30.00,
I
1'_HEIGHTCALC5
A ro 2. 73'
5 (34-22'
C 65.521
P roo.7-51
/4 = 63.30 = AVE GRAPE
MAX HEIGHT: 83.25'
13AOEMENT: 51.80'
15T FLOOR: 60.55'
2ND FLOOR: 70.96'
30 FLOOR: 51.04�
---- EX15TING GRADE
-- PKOPO5EP GRADE
M_IRKIU_Q__EEQQIKEME1NT_5
(1) 1 13ED 1.5X3 = 1.5
(1) 213ED 1.5X1 = 1.5
J:.�) 3 [3gP = 2X5 = 10
TOTAL REQ. = 14 SPOTS
ACTUAL = 14 9POT!3
LOT COYgRAO-E:
6417,56/14,29ro.02 = 45%.
LOT 5-LOPE:
7% E-W
IMPE9VIOUS
13UILPING (+ EAYE5).-!6,975.05 5Q. fT,
DKIVEW,AY- 575.02 5Q. FT.
PATIO: 171.77 5Q. FT.
TOTAL: 5,021.57 5Q, FT
PTA:
PARCEL A:2703-230-041-4400
PARCEL 13:2703-230-041-3500
PARCEL C: 2703-230-041-4900.
swE -a-ENCH MARK:
TOP OF EX16TING CATCH I3A51N ON THE NW PKOPEKY
CORNER OF PARCEL A ELEVATION: 56.33'
YELTICAL DATUM:
"R' IN MUELLER 6N FIRE HYDRANT LOCATED AT THE
INTERE)ECTION OF WALNUT 5T. & 3RD AVE5 ON THE
NE CORNER. ELEVATION: 50.721
GKAQg PLANE AVE IRAGE PER 113C 502
A 61.95'
B 64.36
C 66.05,
D roO.25'
/4 = (33.15 = AVE GRADE
M
GARBAGE ENCLOSURE DETAIL
6'CEPAR GARDAGE ENCLOOUKE
1X4 FENCE 13CAM
APPROVED BY PLANNING A940
Z6110-1 Comer K Flag
9 ' It d
Atbuka I wre
t?10111d Actu,-d
T_
EET FILE
STR 9WA vil 5 _10- I fo ?1-779
PIM
oth&
jN4M. 21"f- S' Z q- 65-
REBUS,
JAN 27 20,09
S%LWG 0 PAMMENT
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REVISIONS:
11.06.08
01.27.09
RESUG,
JP,N 2? N99
UIN I Eli:
.27.09