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ERMIT LIMIt 1 YEAR ' PROVIDED ORK s STARTED WITHIN 180 DAYS
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FEE
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Dennis M. Bruce, RE.
wS.C.E., M.B.A. Geotachnir-all Civil Engineer
January 3, 2001
RECEIVED
City of Edmonds JAN 1 7 2001
C/o Michol Construction, Inc. DEVELOPMENT SERVICES CTF
79D7 - 212th Street S.W. #102 CITY OF EDMONDF,
EdmondE;, WA 98026
Subject: Geotechnical Inspections
17409, 17407, 17405 - 76th Avenue W., Edmonds
Short Plat No. S-se-121
This engineering report presents the results of gootechnical inspections to date
for the three new single family residences constructed on Lots 2, 3 and 4 at 17409,
17407, 17405 - 76th Avenue West, Edmonds, Washington, by Michel Construction.
REFER:NCES!
Cdy of Edmonds approved project plans
Geotechnical evaluaUon report by 0. Bruce, P.E.. dated September 11, 2000
INfip"TIONS:
This engineer has performed on -site geotechnical inspections throughout
October, November and December of 2000 (see photographs).
The eastern most lot (Lot No. 4, 17405 - 76th Avenue W), encountered ground
water seepage upon site excavation in early October. This engineer worked with
project contractor to install a perimeter intercept drain (see photos). Stormwaterwas
collected and diverted around the south property line, and discharged Into the existing
City of Edmonds storm water system.
. Foundation subgrade sails were verified to meet 2,000 p.s.f. bearing capacity,
as anticipated by the geotachnical report,
Sits "workability' required contractor to import large crushed rock as an
improved working surface.
Tha effective use of the subgrade rock, the intercept perimeter drain system,
and relatively good weather allowed the foundation work to proceed successfully.
Foundation tooting formwork, reinforcing steel, and concrete were placed
properly for the foundation for the residence on Lot No. 4.
SOILS - FOUNDATIONS - SITE DEVELOPMENT - INSPECTION - DRAINAGE - DESIGN A PEAMIT - LEGAL
P.0 Box 55502 - Shoreline, Washington 9B155 - (206) 546-92117 - FAX 546-8442
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01/17/2001 10'.34 U5771E19U13b
MJUHLL UUM I
Michel Construction, 17405, 17407, 17409 -76th Avenue W
Page two
RECEIV
JAN 1 7 2001
DEVELOPM ENT SERVICES CTR.
CITY OF EDIVIONDS
Lot No. 3 (17407 - 76th Ave W) also encountered ground water seepage,
although not as significant as Lot No� 4. Additional perimeter drains were utilized to
control groundwater seepage. As with Lot No. 4, Imported heavy crushed rock was
placed on foundation subgracle to improve overall workability.
Foundation formwork, reinforcing steel and concrete were placed in accordance
with City of Edmonds approved project plans.
Lot No. 2 (17409 - 76th Ave W) did not encounter any significant ground water
seepage. A small amount of crushed rock was imported to improve site workability.
Foundation f ormwork, reinforcing steel and concrete were properly placed in
accordance with City of Edmonds approved project plans.
Overall site siltation control and erosion protection are well maintained.
Contractor effectively has installed and maintains siltation fencing and straw bales.
The up slope (easterly) drainage system continues to effectively control
seepage water.
This engineer to continue to monitor and provide on -site geotechnical
Inspections.
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Site work, foundation preparation, and foundation installation have been
in�pected and are gootechnically approved.
This engineer to continue to monitor site geoteChnical work.
If there are any questions, do not hesitate to call.
Dennis M. Bruce. P.E.
Gootechnical / Civil Engineer
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Project Review Checklist
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Plan Check #: eop-35y-
ProjectName:
reject Address:
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Receipt Date:
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Underground Wiring Required
4�0
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Hydraulics Permit
Plat/Subdivision Requirements 5- 17,6 .1 Z
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PuBLIC W, ORKS
Street Dedications
-Easements - Public/Private
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Engineering Storm Drain Review Feel
Engineering 2.2 Inspection Fee
Drainage Plan (On -site) 5-f-S-1-V
Setback - Storm Drain Line
open Ditch - Existing
Culvert Required
Culvert Size
Shoulder Drainage/Shale Open Runoff
Catch Basin Required
Driveway Slope & Vehicle Access
Sidewalk Required
Curb & Gutter Required
Curb Cut for Driveway Required
Street Paving Required A-10 S-W'fZ1
Right -of -Way Construction Permit Required A-ta
Bond Required for Public Improvements IV,>
FEMA Map CheckfWater Table
Side Sewer Availability YAT
Calculate Sewer Fee if No LID# Z,77
Water Meter Size
water Meter Charge Required
Hydrant Required
Street Cut
Miscellaneous
Date Issued
RW Permit
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SS Permit# Date Issued
Meter Size Paid$ 270a�j_ Date
7-
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Receipt #2_L2__
Receipt I /X/ 615-
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Height Calculation Worksheet
Address: 1-7 q -7 b -'- A, L)
Date: -7- 12- 6
Insp s): LIS
1. Datum Point: M A-
2. Datum Point Elevation: C)
3. Average Grade: P "5
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4. Maximum Elevation Allowed: o
5. Reference Point Elevation Shot to House:
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6. Measurements from tine shot onto house to roofridge:
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7. Actual Elevation: 29 (measurements
�reference point elevation) +
from #6) 2-
Conclusion:
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is not over the height requirement'perIECDC 16.20.30 requirements
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FINAL PROXECT APPROVAL FORM
TO:-
DATE:-
WMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM: FIRE DEPARTMENT DATE-
61 (. L65-cr -ENGINEERING DIVISION DATEAL�_Q?-
PLANNING DIVISION DATE -
PROM
SITEADDRESS
PERMrr#_,q �Op,, �.ADB#______pATEINSPECTEI:)-?(Is-lo-�,.-
DESCRIPTION OF WORK TO BE INSPECTED_EiS�J�����
an Final approval
A field inspection was conducted to determine final compli ce with approved plans.
ent to the release of
rtm.
denotes that there are no objections from the above signed Depa
)RMAN BONDS and the granting of:
1, �GT FINAL PROJECT APPROVAL
GRANT PROJECT APPROVAL WITH CONDITIONS NOTED
a copy of CONDITIONS given to owner/contractor by inspector
1.
FAILED FINAL INSPECTION - OUTSTANDING ISSUES
U Copy of CORRECTION NOTICE given to owner/contractor by inspector
1.
2.
3.
RE -INSPECTED OUTSTANDING ISSUES - GRANT FINAL PROJECT APPROVAL
Date_ Sip�
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PHONE NO. 206 546 8442
P.E. Engineer
FROM D.Bruce,
Jul. 29 20e2 11:39AVI P1
Dennis M. Bruce, P.E.
M.S.C.E., M.B.A. Geotachnical /Civil Engineer
July 27, 2002
-7( IS
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City.of Edmonds "o
c/o Michel Construction, Inc.
7907 212" St. S.W., #102
Edmonds, WA 98026 C' "'N
Subject: Final Report I G!e h 11 ections
'ca p In
AZOW. ington
17406,17407( S! 4097 Edmonds, Wash
8_1
Short Plat No. S- 8-121
This engineering report presents the final results of geotechnical inspections for
the three single-family residences constructed on Lot Nos. 2, 3, and 4 (17409, 17407,
17405 761h Ave. W.).
REFERENCES;
City of Edmonds approved Project Plans
Geotechnical Report by D. Bruce, P.E., dated September 11, 2000
Inspection Report by D. Bruce, P.E. dated January 3, 2001
Photographs
INSPECTIONS I FINAL:
This engineer has performed on -site geotechnical inspections for the three new
single-family residences constructed at the addresses above.
As previously stated in the January 3, 2001 Inspection Report, foundation work,
site clearing, soil bearing verification, drainage work, sub -grade preparation, and
residence foundations have been inspected, verified and approved.
�.r t' Throughout 2001 and 2002 (to date), site work has consisted of residence
construction with minor grading and drainage efforts.
This engineer has inspected footing sub -grade drains, yard intercept drains,
slope preparation, rockeries and final grading.
SOILS - FOUNDATIONS - SITE DEVELOPMENT - INSPECTION - DRAINAGE - DESIGN& PERMIT - LEGAL
P.O. Box 55502 - Shoreline, Washington 98155 - (206) 546-9217 - FAX 546-8442
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FROM D. Bru.., P. E. E�qinee, PHONE NO. 206 546 8442 Jul. 29 2002 11'.40AM P2
City of Edmonds
do Michel Construction, Inc.
July 27, 2002
Page 2
All rockeries have been inspected by this engineer: base course rock properly
embedded in the dense, native, sub -grade soils, rock linkage, rock better, rock chinking
inspected
and drainage zones have been and comply to ARC Standards.
Rockeries are geotechnically approved.
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All sub -grade drainage and gutter downspout drainage have been properly 'tied
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In" to the approved storm drainage system.
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CITY OF EDMONDS INSPECTION ITEMS:
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1) Erosion Control, Excavation and Shoring: All properly completed and
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gootechnically approved (see January 3, 2001 Inspection Report).
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2) Placement of Fill and Comnaction: As discussed In the January 3, 2001
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Report, structural rock was imported under this engineer's on -site inspections
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to create an improved working surface. All imported fill material is
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geotechnically approved.
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3) Soil Bearing Capacity: This engineer verified soil bearing capacity to meet a
minimum of 2,000 p.s.f.
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4) Sub -surface Drainage: This engineer inspected, photographed and verified
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the proper installation of sub -surface drainage (footing drains, tight line
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connections, etc.) into the City of Edmonds approved storm water system.
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Drainage approved-
6) Site Monitorin q Durinq Wet Weathe This engineer provided on -site
inspections during periods of rainy weather (including recommendations to
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cease work, which was complied with). All work performed in accordance
City Edmonds Plans and normal, geotechnical
with of approved good
practices.
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CONCLUSIONS,
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* All special geotechnical inspection aspects have been properly completed and
are aRproved.
. Final erosion control measures (landscaping, grading, rockeries) have been
properly completed and are geotechnically approved.
Dennis M. Bruce, P.E.
Gootechnical I Civil Engineer
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RECORD OF INSPECTIONS
INSPECTOR
DATE APPROVED
SETBACKS .....................
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SPECIAL INSPECTION
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FINAL APPROVAL FOR
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SEPARATE PERMISSION.
STATE SURCHARGE
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PERMIT LIMIT'. 1 AR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
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ENG. REVIEW FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
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, ;APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESOPS
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FRO. ANY
ED .. GE, SHIN �T OFF �LEEEE.Pl-.YEES. AND AGENTS FROM ANY
ALL CLAIHES �GR DA,,GESTo.1SHATSVER NATURE. ARISING DIRECTLY OR INDIRECTLY
FROM T I 'LANCE . PERMIT. 15SUANCE OF THIS P�R.IT SHALL NOT BE
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PLAN CHECK DEPOSIT el /Z
DEEMED TO MODIFY. WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 LITY TO ENFORCE ANY ORDINANCE PROVISION.-
NOR LIMIT IN ANY WAY THE CITY'S ABI
R EIPT -0
TOTAL AMOUNT DUE
ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION� THAT THE INFORMATION
APPLICATION APPROVAL
I HEREBY
GIVEN AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT 01
" CORRECTjE MSTRUC-
WITH CITY AND STAT LAWS REGULATING C
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CALL lh,-o'D,,Pu
T E OWN,,. I A.R TO COMPLY
TION, AND IN DOING TH E WORK AUTHORIZED THEREBY. NO PERSON WILL BE '1111-1YED
0 F THE STATE OF WASHINGTON, HE ATING To
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FOR INSPECTION
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IN VIOLATION OF THE ABOR CODE
WORKMENS COMPENSATION INSURANCE AND RCW 1&27�
OF 191ALS SIGNATURP D
(425)
DATE SIGNED
S'l NAIUR AN R 0
BID, �J)
771-0220 RELEASED By
11Y 7,
EXT 333
ATTENt ION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 771-0221
G
A FINAL INSPECTION AS BEEN MADE AND APPROVAL OR A CERTIFI- CrA- "SPECTOR
BEEN GRANTED. UBC SECTION 109 FAX 0"IN E-ESS-R
CATE OF OCCUPANCYRlAS