17405 76TH AVE W.PDFIIIIIIIIIIII
6114
7405 76TH AVE W
20 2 7220403
0 0
.......,07/22/2002 01:48 PM Snohomish
IT.10002 RECORDED
County
NO EXCISE TAX
10 REQUIRED
ON JUL 2 2 20M
AFTER RECORDING MAIL TO: 80 OuTull, snobvisn
By___§QF3 DANTINI
Rob Michel
Lj
1h SW.
212 #102
.. ......... Edmonds, WA 98026
DRAINAGE EASEMENT AND
DF
.,T'ENTION TANK MAINTENANCE AGREEMENT
........ ..
*Ak - - L_�) (W-) Pt� 00 5 t COO t 4-111-
FIRST AIWERIN46
5"�;
Whereas Regin�ild j .66e 4nd Valeriq.L Bruce, husband and wife, are the owners of the following
legally described ' irt
wope y
Lot 1 of City of..Edrnqrfds St)o�t Plat No S-98-121, According to the Short Plat recorded March
7, 2000, under reeo"rding'No.,-200003075002, in Snohomish County, Washington, and
TRACT A A non qtb*�;ve'i�'�4m`,ant for irigress and egress and delineated on City of
Edmonds Short PlatNo :8,'qa-i_�1, �ccordin� to Short Plat recorded March 7, 2000, under
recording No 2000OX7-5Ob2,..in'*Sri*o'�oMit*fi County, Washington
Whereas Michel Construction, Ind- , is.4he owner of the following legally described property
Lots 2, 3, and 4 of City of Edrilonds Short Plat'No S-98-121, According to the Short Plat
recorded March 7, 2000, under recordirig'�o 20000�075002, �in Snohomish County,
Washington, and
TRACT A A non-exclusive easem�lht for'ngr�ss ar.Td* egress and delineated on City of
Edmonds Short Plat No S98-121, acdording tp.S�W-P.I�tt recorded March 7, 2000, under
recording No 20000307-5002, in Snoh6mith'06un�y, Washington
T�dlS DOCUMENT IS RECORDED AS A COUR I W
NOW, therefore -bNLY: FIRST AMERICAN TITLE INSURANCE CO
ASSUMES.NQ LIABILITY FOR SUFFICIENCY,
Reginald D Bruce and Valerie L Bruce, Grantors, estabfish.aAW§R946WM across the following
described portion of their property, for the purpose of constrij . cti(�"V`a stO.*rm water detention tank,
and access for maintenance of said tank
The south 52 feet of the West 21 feet of Lot 1 of City*%o�..F_dinqmds Sb6rt Plat No S-98-121,
According to the Short Plat recorded March 7, 2000, uiider.-r*6co.rdi6o..Nb-,.200003075002, in
Snohomish County, Washington for the benefit of Lots 2, 4 anq,4.pfCity..ef Edmonds Short
Plat No S-98-121, According to the Short Plat recorded Mlwq� 7, 20PO; . Lod . ef recording No
200003075002, in Snohomish County, Washington
Owners of Lots 2, 3 and 4 described above shall maintain the approximat�ly 1.61*x a2v x 3.!..Lpncrete
detention tank constructed within said area, including pump -out cleaning, �s`�Ode`ss4r.y.,.and%jhe cost
of said maintenance shall be the responsibility of the owners of Lots 2, 3 and %1' Th4g*ea�emeiit is
granted with the express understanding that the detention tank occupies the di-iv`ewdy a9ce . ss to Lot 1
Owners of Lots 2, 3 and 4 shall notify owner of Lot I a minimum of five (5) days in,19dv�p6q.-d'ii� `*
y
maintenance to be performed on said detention.tank which would obstruct access' -to' Lot 1 dr�veway:�
Page 1 of 2
0
the'event of a catastrophic failure of said detention tank, repair tosaid tank must be undertaken by
.....owneA of Lots 2, 3 and 4, at their sole expense, within five (5) days of the date dnveway access to Lot
1.!A-6b.Strycted Repair must be completed within fifty (50) days of date of failure
.76s.eauarnent and maintenance agreement shall be perpetual and shall run with the land for benefit
:;and'burclbns-bf.�q�ire-and successors in interest to,the described parcel
Dat6d is f A,114--7 2002
Z
aid D Bruce, Grantee
:"Val6�.ie V Bri.46',"'Grantee
Robo-W. W*chel,'Wesiclent,
Michel t&n'ttir"y"C'tior'�'; Inc , Q rantor
STATE OF WASHINGTON
COUNTY OF SNOHOMISH
I certify that I know of have satisfa . ctory evidencef6t REGI*hALD D BRUCE and VALERIE L BRUCE
are the individuals who appeared before me, and sai.d-i6divictual-,-,;.ackn.'Dwledged that they signed.this instrument,
and on oath stated that it to be the free and volurltaiy acl.aflsuch-ipa for the uses and purposes mentioned in
this instrument
140#1
Paula Hwhgan..-*
Nota: P6bhc';n aO for the State of
r
y.
Washmiqton residing"M r:dfponds
My appoilfitM�nfe*xp re4 2/1-0/04
STATE OF 4#%Jou
0
op ss
COUNTY OF SI\16HOMJ�H,
I certify that I know of have satisfactory evidence that ROSIN W""'"M*m'I*C*'H*"*EL,--fg't**he'pprson who -appeared
before me, and said person acknowledged that he signed this instrument, �n'd oif'0*0`�tated that he was
authorized to 6xecute.tht4M 110"m
4 ept and acknowledged it as the Presidem of Michel Cpn�truction, Inc , to be the
free and voluntary_ai3ti `fty the uses and purposes mentioned id'fts in�trv�pilf
Cj Paula Harrigan
Z:
Notary Public in and for the Stat&,a]"
... ... . .. ..
Washington residing at Edmonds
My appointment expires 2/10/04
Orw
Page 2 of 2
2002072204'03
FROM : D.Bruce, P.E. Engineer PHO14E 110. : 206 546 8442 Jul. 29 2002 11:39AN Pi
Dennis M. Bruce, P.E.
M.S.C.E., M.13-A.
Geotechnical CiviFEngineer
FILE
July 27, 2002 RECEIVED
City.of Edmonds JUL 2 9 2002
c/o Michel Construction, Inc. PERMIT COUNTER
7907 212'h St. S.W., #102
Edmonds, WA 98026
Gubject: GOOTOChnidal Inspections
*V 1740i Edmonds, Washington
Short Plat No. S-98-121
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,
1740576 th 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 / FINAL:
This engineer has performed on -site gdotechnical 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.
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 - DRAINA69 - DESIGN& PERMrT, - LEGAL
P.O. BOX 55502 - Shoreline, Washington 98155 - (206) 546-9217 - FAX 546-8442
FROM : D.Bruce, P.E. Engineer
City of Edmonds
C/o Michel Construction, Inc.
July 27, 2002
Page 2
PHONE NO. : 206 546 8442 Jul. 29 2002 11:40RM P2
All rockeries have been inspected by this engineer: base course rock properly .
embedded in the dense, native, sub -grade soils, rock linkage, rock batter, rock chinking
and drainage zones have been inspected and comply to ARC Standards.
Rockeries are geotechnically approved.
All sub -grade drainage and gutter downspout drainage have been properly -tied
in" to the approved storm drainage system.
CITY OF EDMONDS INSPECTION ITEMS:
1) Erosion Control, Excavation and Shoring: All properly completed and
gootechnically approved (see January 3, 2001 Inspection Report).
2) Placement of Fill and Compaction: As discussed in the January 3, 2001
Report, structural rock was imported under this engineer's on -site inspections
to create an improved working surface. All imported fill material is
geotechnically approved.
3) Soil, Bead-n-q Capacity: This engineer verified soil bearing capacity to meet a
minimum of 2,000'p.s.f.
4) Sub -surface Drainage: This engineer inspected, photographed and verified
the proper installation of sub -surface drainage (footing drains, tight line
connections, etc.) into the City of Edmonds approved storm water system.
Drainage approved-
5) Site Monitoring During Wet Weather, This engineer provided on -site
inspections during periods' of rainy weather (including recommendations to
cease work, which was complied with). All work performed in accordance
with City of Edmonds approved Plans and normal, good geotechnical
practices,
CONCLUSIONS:
All special geotechnical inspection aspects have been properly completed and
are approved,
Final erosion control measures (landscaping, grading, rockeries) have been
properly wrnpleted and are geotechnic@jIly approved.
FROM : D.Bruce,.P.E. Engineer PHONE NO. 1 :..206 546 8442 Jul. 29 2002 11:40AM P3
City of Edmonds
c/o Michel Construction, Inc.
July 27, 2002
Page 3
If there are any questions, do not hesitate to call.
Dennis M. Bruce, P.E.
Geotechnical / Civil Engineer
DMB:abj
"1 7-1
City of Edmonds PEI" 10: . 94TI
*1 /01
PERMIT EXPIRES
SIDE -SEWtR PERM11
Address of Cons . tru . ction: 17410-S- 7W'4fooe-- LID # Z,03-
Property Tax Account Parcel No.
Attach copies'of all access and utility easements-fca�Ai/e. Verified and Approved b
Owner and/or Contractor:
Contractor License #:
XSinglie Family
Mult _Family (No. of Units,
El Commercial (No. ofU'nits
F] Public'
Iding Permit #: 01-0 0 79 -7
I nviasion into City� *Right -of Way: El Yes
*RW Construction Permit
I Cross. other "Private Property: 'El Yes '>�o
"Attach legal description and copy of recorded easement.
Owner or contractor signature and acknowledgement statement.:
By signing for this. permit I certify that I have read.the City'�spublic handout entitled
ide Sewer Specifications, and shall,comply. with all City re4u.ireme'nts outlined therein.
Date
9 CALL DIAL -A -DIG (1-800-425-5555) -BEFORKANY EXCAVATION W
.19 FOR INSPECTION iCALL' 425-771-0220 extens.ion1329V�
24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REOUESTS'
FOR OFFICE USE ONLY
. .........
Permit Fee 0 -Repair Fee Issued By:
Trunk Charge $ Date Issued:
Assessment Fee $ keteipt' No:
City Permit Surcharge' Fee' $5.00 'Total Fees Paid $
NOTE:. IF JOB SITE IS NOT READY FOR INSPECTION WHEN.
INSPECTOR ARRIVESAI $45 RE INSPECTION. FEE WILL BE CHARGED, .
Initial:
Job Site Ready YES NO . Date.
Partial Inspection: Date: Initial:
Partial Inspection: Date:, Initial:'
FINAL INSPECTION APPROVED: Date: Initiald)6f As-b-uiltto Street File:
1,� PERMIT. MUST BE POSTED ON JOB. SITE f�:
White Copy. File G.reen Copy: Inspktor Buff Copy: Applicant.
L;temp;bldg,forms;sspermitjlg,4./O.0
Pj() WA271F
Mari,ad map Vja, TI;, inform;.�:—,
'
W"t col'lsu� U.l!e by the cl��' I, ' ' ' ��' ' "'n.. c 0 2
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NUMBER AND APPROXIMATE
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A
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Wommac" ENOWAMM GICLOG" -I DATE
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Reference: SIte plan created ftm a sae pian onmedPmominary Short Sub&Adon for Peter L. HOW prepwW bY 145795 MARCH I M
Lovell-Sauetland & Assoclatm Inc., dated December 1. 1994.
FW I L E
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LEGEND
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NUMBER AND APPROXIMATE
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Peferenow. sfte plan created ftm a site plan entitled pmumblary son Subavision W Peter L. Hwm.' Imep. bY 145795 MARCH 1995
Lovell-lMueftnd a Associates. lno� dated Dooember 1. 1994.
CITY C py
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CITY OF
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TYPE 1
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IE 246.60
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4257710221 P. 02/02
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RECRIVED
-.SEP 112000
W%"ITIM t".
City of Edmonds
Critical Areas Deterriiinatioll
Applicant: I Peter I— Hemp Det ermi nation ;9:
Project Name: ki emp Short Subdivision Permit Number:
Site Location: 1 17411 76th Av. N. Property Tax Acct 9: 5131-000-141-0407_j
Project Description
non -project specific
A Irite inspection of the property has revu.led a steep slope which may be as steep or steeper than
30% and there is more than 20 feet of verlical elevation gain.
Based on the above findings, it is determined that There is potential for critical areas on or Pdj2cent
to thesite. A Critical Areas Study is required to delineate the boundaries of the potential critical
are.a� its buffers and setbacks. A licens(d surveyor must create a topograpNc map of the site
which indicates all areas which slope 30% or more and have a vertical gain of 20 fe-et or more
within the 30% slopes. The map must also show the location of the buffer associated with the
steep slope.
If the property owner wishes to apply fora specific development permit which they feel
-,A,ould not impact the Critical Areas located on the sitc� they m2y submit their proposal to
the I'lanning Department for rc%,icw. If thellianning Department finds that the proposed
development permit will not adversely impact a Critical Area or its buffers, a conditional
w2ivcr may be issued on a project by project basis.
Kirl: Minish
Narne
Signature
Janunn, 20, 1995
Date
I)EVELOPMEN'T SrR\fICES CTR-
CITY OF EDVkOi"6J3
—q 52.14 11 005�. 01 L)qb7. ��p
c+ 1011
-)G
1E 227.3(
L = 27.
K
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25'
-PROPOSED
JEW-RESIDEN,
1,771.68 sq. ft.
721611
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V (a, El DRAINAGE PLAN SCALE: I" = 20
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R E c E a v ElE D
DEVELOPMENT SERVICES CTR
CITy nc rnh,.n- - - :�
CITY OF EDMONDS.
SINGLE FAMILY/DUPLEX COVER SHEET
Directions: Applicants &is to complete the information In the WHITE BOXES ONLY (Shaded boxes are for City
use onj Y ). This cover ghost must accompany each building permit application for a new single-family
'esidence.
PROJECT ADDRESS
PROPERTY TAX ACCOUNT PARCEL III
DESCRIPTION OF WORK
OWNER PHONE.
CONTACT PERSON
PHONE-7'7&-22-//
E-MAIL FAX 7'7j—
MAILING ADDRESS
0 FAX CORRECTIONS El MAIL CORRECTIONS E-MAIL CORRECTIONS
BY SIGHING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. 17 IS MY
a ESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE
S TATUS OF THE APPLICATION. I UNDERSTAND 17 18 MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT
SU:NITTAL ASHY 0 1 SCRETIONARV PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLED�E
I It TO THE EST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DOCUMENTA71014 IN ORDER TO MAKE A
C OUPLETE APPLICA71ON AND NO DISCRETIONARY APPROVALS ARE REQUIRED.
SIGNATURE 49 Wl 4, 1&-/ 7— DATE
ZONING INFORMATION
ZONE LOT AREA 20104o
NUMBER OF DWELLING 'UNITS' EXISTING IE�- DEMOLISHEDJ!�)-- PROPOSED
DISCRETIONARY APPROVALS CA Determination
SUBDIVISION CU VARIANCE SHORELINE_
SEPA Expires_ OTHER
City Use Only
LOT COVERAGE INFORMATION
EXISTING SIF PROPOSED SF 2,037,40TAL SF % /5'
HEIGHT CALCULATION INFORMATION .;44-" 5�
,?, 60
DATUM A A 8 C;A
AVE MAX 2 5— ACTIIAL Zyl� z
SETBACK INFORMATION I
REQUIRED FRONT . SIDE_10 /4 SIDE� 3-) 7%*aVREAR :261
PROPOSED FRONT— SIDE SIDE REAR IS -
[]*E.S0W0 FLAG LOj[:]YES[DNO�ST..DEDIC [:]YEg"NO__jt
jai.
ADU STATEMENT REQUIRED YES 1�71 NO'� RECORDING If
STAFF COMMENTS:
ENGINEERING INFORMATION
DRIVEWAY SLOPE % 4.2_5- GRADING CYDS -7 Q-3
EASEMENTS C
A,ey�zg,*l
EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 IIA-4 SO.FT
EXISTING IMPERVIOUS AREA INSTALLED 1977 OR LATER o414 -SO.FT.
PROPOSED NEW NET IMPERVIOUS SURFACE .4737-sl -
City'Use Only
SIDEWA LK REQUIRE . 1) [:]YES [-]NO DRAINAGE PLAN REQUIRED YES []NO
UNDERGROUND WIRING REQUIRED []YES [-]NO
STREET DEDICATION FT. LID#
STAFF COMMENTS:
SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT (City Use Only)
SOILS, STRUCTURAL4
START OF WORK E]PLACEMENT OF REINFORCEMENT
XCAVATION & GRADING 1-1 PLACEMENT OF CONCRETE
HORING INSTALLATION & MONITORING [:]BOLTS INSTALLED IN CONCRETE
E] PROOF ROLLING STRUCTURAL MASONRY
PLACEMEN T OF FILL A COMPACTION STRUCTURAL STEEL ERECTION
UBSURFACE DRAINAGE HIGH STRENGTH BOLTING
'jVERIFY SOIL BEARING WELDING (WABO CERTIFIED ONLY)
P
PILE PLACEMENT
DOTHER
tEROSION CONTROL
GENERAL SITE MONITORING BY THE
EOTECHNICAL ENGINEER OF RECORD
GENERAL SITE MONI TORING 13Y THE
EOTECHNICAL ENGINEER OF RECORD
DURING WET WEATHER CONSTRUCTION
FINAL GRADING A FIELD EPORT
OTHER
APPLICANT All(He PLAN CHECK 0
DATE RECEIVED
BUILDING CONSTRUCTION INFORMATION
CODE EDITIONS 1997 USC, UMC. UPC, WBEC. VIAO WITH AMENDMENTS
DESIGN CRITERIA WIND EXPOSURE 0 WIND SPEED 80 MPH SEISMIC ZONE 3
Floor Live Load Root inow/Live Load Balcony Live Load --
Floor Dead Load Root Dead Load Balcony Dead Load —
NUMBER OF STITRIES BASEMENTS FLOOD ZONE
LOT SLOPE % 4 _ SOILS REPORT PROVIDED [] YES [] NO
FLOOR AREA (MEASURED TO EXTERIOR FACE OF EXTERIOR WALL)
Existing Pr pos"Id. otal
Living Space .3 a 13
Garage C?nn C?CO
Carport
DecklCovere OrC
Other
ENERGY CODE COMPLIANCE INFORMATION
FL1FL TYPE FGAS, OIL [] ELECTRIC
1-1 FORCED AIR [:]HEAT PUMP [:]I
ENERGY CODE MFTHf)Q OF COMPLIANCE
P RESCRIPTIVE: List Option 41—ji
TARGET UA APPROACH: Provide UA Calcuations
SYSTEMS ANALYSIS: Provide Computer Analysis
91 ENEFIGTIVENTILATION WORKSMEETS PROVIDED
19 WINDOW SCHEDULE PROVIDED
11 OTHER
YDRONIC 0OTHER
FOR CITY USE ONLY
Ce I "a
Wall
Floor Insulation
Door U-Value
lus
Window U-V&A
Skylight U-Value
Gla.i.g % 1-77
VENTILATION CODE COMPLIANCE Ih;ORMATIOM
KITCHEN FAN CFM WO BATHROOM FAN(S) CFU 50 LAUNDRY FAN CFIS
EXHAUST OPTION
FRESH AIR TO BE PROVIDED TO 1:1 WINDOW VENTS C3 WALL PORTS
EACH HABITABLE ROOM WITH:
EXHAUST FAN TO BE CONTROLLED WITH 24 HOUR TIMER AND SIZED AS FOLLOWS:
rI - 2 BEDROOMS: 50 - 75 CFM IV14 BEDROOMS: 100 - iSO CFM
-1 11111
3 BEDROOMS: 80 - 120 CFM 05 BEDROOMS: 120-IOOCFM
IEl HVAC INTEGRATED OPTION
I LJDEDICATED HEAT RECOVERY VENTILATION OPTION
SEPARATE PERMITS (City Use Only)
EIRIGMT OF WAY CONSTRUCTION PERMIT
OENCROACHMENT PERMIT
PSTATE ELECTRICAL PERMIT
CIFENCE PERMIT
11 RESIDENTIAL FIRE SPRINKLER PERMIT
0OThER
11 MECHANICAL PERMIT
DPLUMBING PERMIT
WATER METER
SIDE SEWER PERMIT
IRRIGATION (SPRINKLER SYSTEM)
E]OTHER
Any request for modification. variance Of other administrative deviation (harinalter 'variance*)
must be specifically called out and Identified. Approval of any plat of plan containing provisions
wnich do not comply with the City Code and for which a variance has not been specifically
identilled, 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.
PERMIT ISSUANCE A 0
PLANNING REVIEW & APPROVAL
CONDITIONS Of APPROVAL:
(Cp�ty Use Only)
DATE 9-)2,-40q
ENGINEERING REVIEW st APPROVAL
CONDITIONS OF APPROVAL:
DATE
A
BUILDING REVIEW & APPROVAL
CONDITIONS OF APPROVAL:
--k 7
FILE
CITY OF EDMONDS.
SINGLE FAMILY/DUPLEX COVER SHEET
Directions: Applicants atir to complete the Information In the WHITE BOXES ONLY (Shaded boxes are for City
use only). This cover shoot must accompany each building permit application for a now single-family
residence.
PROJECT ADDRESS 17-40-s- 1;W& Aw- W
PROPERTY TAX ACCOUNT PARCEL III
DESCRIPTION OF WORK
OWNER 1)7jC1W,1 PHONE
CONTACT PERSON OW10Hr- PHONE 77P-22-//
E-MAIL FAX '7'7f—
MAILING ADDRESS
FAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS
By SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY
RESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE
ST A TUS OF THE APPLICATION. I UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT
S UBMITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE
7 " AT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A
COMPLETE APPLICATION AND NO DISCRETIONARY APPROVALS ARE REQUIRED.
SIGNATURE 49 W/ to 1-17- DATE
ZONING INFORMATION
Z . ONE A.-j:2-0 LOT AREA �2oi o4o
NUMBER OF DWELLING UNITS'EXISTING DEMOLISHED
PROPOSED
DISCRET16NARY APPROVAL . S CA Determination
SUBDIVISION_ CU VARIANCE_ SHORELINE
SEPA Expires OTHER
City Use Only
LOT COVERAGE INFORMATION
EXISTING SF PROPOSED SF ;-q,37,4oTAL SF 1-57
HEIGHT CALCULATION INFORMATION
DATUM 5vw�e) �Oira
-S-4 1c?;7;, 00 A. B C7,
AVE 251. MAX ACTUAL
SETBACK INFORMATION
I
REQUIRED FRONT SIDE 10,40 SIDE- 3-V REAR
PROPOSE-O FRONT SIDE �Q 1, SIDE �0� REAR.
CNR. LOT YES NO FL-AG;LOT Y S NO - ST. DEDIC. E
]Y S
ADU STATEMENT REQUIRED []yES]�a?'J'NO RECORDING III,
STAFF COMMENTS:
ENGINEERING INFORMATION
DRIVEWAY SLOPE %- 4.2-S- GRADING CYDS
EASEMENTS Jr4l�beol 4jdZj-( 1-S1,tI0CKt-
EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 IV-4 SQ.FT
E XISTING IMPERVIOUS AREA INSTALLED 1977 OR LATER .1W SO.FT.
PROPOSED NEW NET IMPERVIOUS SURFACE -4737.
City Use Only
SIDEWALK REQUIRED []YES [jNO DRAINAGE PLAN REQUIRED []YES [:]NO
UNDERGROUND WIRING REQUIRED [:]YES []NO
STREET DEDICATION FT. LID#
STAFF COMMENTS:
SPECIAL INSPECTIONS REOUIRED FOR THIS PROJECT (City Use Only)
SOILS, STRUCTURAL,
OSTART OF WORK OPLACEMENT OF REINFORCEMENT
XCAVATION & GRADING OPLACEMENT OF CONCRETE
HORING INSTALLATION & MONITORING BOLTS INSTALLED IN CONCRETE
OPROOF ROLLING [:]STRUCTURAL MASONRY
IP PLACEMENt OF FILL & COMPACTION [--]STRUCTURAL STEEL ERECTION
UBSURFACE DRAINAGE [:]HIGH STRENGTH BOLTING
ERIFY SOIL BEARING E]WELDING (WASO CERTIFIE . D ONLY)
�VPILE PLACEMENT [10THER
EROSION CONTROL
GENERAL SITE MONITORING BY THE
EOTECHNICAL ENGINEER OF RECORD
GENERAL SITE MONI TORING BY THE
EOTECHNICAL ENGINEER OF RECORD
.DURING WET WEATHER CONSTRUCTION
13FINAL GRADING FIELD REPORT
[3OTHER
APPLICANTA/tHle PLAN CHECK 0
DATE RECEIVED
BUILDING CONSTRUCTION INFORMATION
CODE EDITIONS 1997 USC. UMC, UPC, WSEC, VIAG WITH AMENDMENTS
DESIGN CRITERIA WIND EXPOSURE 0 WIND SPEED 80 MPH SEISMIC ZONE 3
Floor Live Load Roof SnowiLive Load Balcony Live Load
Floor Dead Load- Roof Dead Load Balcony Dead Load_
NUMBER OF STORIES BASEMENTS FLOOD ZONE
LOT SLOPE % 4, � _ SOILS REPORT PROVIDED [] YES [:] NO
FLOOR AREA (MEASURED TO EXTERIOR FACE OF EXTERIOR WALL)
Existing P3
;ndr Total
Living Space
Garage CICO
Carport
Deck/Covere OrC
Other
ENERGY CODE COMPLIANCE INFORMATION
FUEL TYPE Va GAS, OIL 1:1 ELECTRIC
11 FORCED AIR [:]HEAT PUMP []t
EMERO&D2L METHOD OF COMPLIANCE
PRESCRIP TIVE: List Option N1 L:
TARGET UA APPROACH: Provide UA Calcuations
SYSTEMS ANALYSIS: Provide Computer Analysis
ENERGY/VENTILATION WORKSHEETS PROVIDED
WINDOW SCHEDULE PROVIDED
11 OTHER
YDRONIC []OTHER
FOR CITY USE ONLY
Ceilln lnsul:.tlon
..I ulation
Floor Insulatijon
Door U- Value
Window U_Valuo
Skylight U-Value
Glazing % A;U
VENTILATION CODE COMPLIANCE INFORMATION
KITCHEN FAN CFM fW BATHROOM FAN(S) CFM 6b LAUNDRY FAN CFM JACn
WHQ[ F HOUSE VENTILATION SYSTEM
EXHAUST OPTION
FRESH AIR TO BE PROVIDED To WINDOW VENTS WALL PORTS'
EACH MA81TABLE ROOM WITH:
EXHAUST FAN TO BE CONTROLLED WITH 24 HOUR TIMER AND SIZED AS FOLLOWS:
El I - 2 BEDROOMS: 50 - 75 CFM 00 4 BEDROOMS: 100 - 160 CFM
E] 3 BEDROOMS: 80 - 120 CFM 0 6 BEDROOMS: 120-180 CFM
HWAC INTEGRATED OPTION
E] DEDICATED MEAT RECOVERY VENTILATION OPTION
SEPARATE PERMITS (City Use Only)
EIRIGHT OF WAY CONSTRUCTION PERMIT E] MECHANICAL. PE RMIT
0ENCROACHMENT PERMIT 01PLUMBING PERMIT
FASTATE ELECTRICAL PERMIT DWATER METER
V-J-
1:1 FENCE PERMIT EISIDE SEWER PERMIT
0RIESIDENTIAL FIRE SPRINKLER PERMIT 0IFIRIGATION (SPRINKLER SYSTEM)
[--]OTHER 0OTHER
Any request for modification, variance or other administrative deviation itherinattet *variance")
Must be specifically Called out and identified. Approval of any plat or plan containing provisions
which do not comply with the 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.
PERMIT ISSUANCE AP 0
PLANNING REVIEW & APPROVAL
CONDITIONS OF APPROVAL:
( ' Use Only)
DAT99-19--oo
EN . GINEERING REVIEW & APPROVAL-
CONDITIONS OF APPROVAL:
DATEq
BUILDING REVIEW & APPROVAL
CONDITIONS OF APPROVAL:
E
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1. LOT 4 OF ")-98-121
2. PROPERr. (TAX ACCOUNT NUMBER: LOT 4 OF 5131-000-141-1405
3. VICINITY'MAP (SEE TFUS PAGE)
4. NEW CONSTRUCTION FOR 17405 76TH ST. SW EDMONDS, WASHINGTON 98026
5. OWNER: �AICHEL CONSTRUCTION INC. - 7907 212TH ST. S.W. #102 EDMONDS, WA. 98026 776-2211
6. CONSTRUCTION DRAWING: MICHEL CONSTRUCTION, INC. 7907 212TH ST. S.W. #102 EDMONDS, WA. 98026 776-2211. 1
7. STRUCTURAL ENGINEER:WENDELL REED, 8311212TH ST. S.W. EDMONDS, WA. 98026 778-2793
8. CIVIL ENC' RNEER: DENNIS M. BRUCE, P.E. P.O. BOX 55502 SHORELINE, WA. 98155 546-9217
9. GEOTECHNICAL ENGINEER: DENNIS M. BRUCE, P.E. P.O. BOX 55502, WA. 98155 546-9217
10. LEAD DE' SIGN PROFESSIONAL/CONTACT PERSON: DWIGHT MCGREW 776-2211
11. ZONING: lf;i2-0, LOT SQUARE FOOTAGE 20,040 SQ.FT.
12. TOTAL NUMBER OF DWELLING UNITS 1
13. ACTUAL 'LOT COVERAGE = 2937.15/20,040 = 15%
14. MECHANICAL SYSTEM: FORCED AIR RHEEM 80% GAS FURNACE RGDG-05,80,000 BTU
15. WIND EXI POSURE B, SEISMIC ZONE 3, SOIL: 200OPSF
16. OCCUPANCY: GROUP R, DIVISION 3 TYPE V/N.
17. COMPLLkNCE PATH: COMPONENT PERFORMANCE APPROACH GLAZING= 19.97%
18. GLAZING U VALUE =.380, DOOR U VALUE =.400, CEILING R VALUE=38, WALL R VALUE=19, SLAB R VALUE=10
19. COMPLYWITH UBC, UPC, UMC, UFC, VIAC, AND WASHINGTON STATE ENERGY CODES
20.. LOT SLOPE = 4.25% E-W
21. CA FILE NUMBER 9jr-9
22. ADB NUMBER N.A..
23. SET BACK S: FRONT 25, SIDE 10', REAR 15'
24. RVIPERV. URFACE AREA: DRIVEWAY 1548.72 SQ. FT., RESIDENCE 2937.15 SQ. FT., PATIO: 252.00 SQ. FT.
25. HEIGHT CALCS FOR 17405 76TH AVE. W. (A 244.88 + B 251.28 + C 254.74 + D 254.10) = 251.25
26. DATUM POINT: SAN SEVVER MAN HOLE ON 76.TH ST SW 197.80'
27. MAX HEIGHT-25, MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED SOIL AT CORNERS OF EXTENDED
BUILDING RECTANGLE, SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT
28. TRANSIT SHALL BE SET UP FOR INSPECTOR AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE.
29. LOT LINES STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION 0
30. ADDRESS NUMBERS SHALL BE POSTED PAINLY VISIBLE AND LEGIBLE FROM STREET OR ROAD FRONTING PROPERTY.
31. ALL NEW EXTENDED, RE -BUILT OR RELOCATED ELECTRICAL UTILITY AND.OR SERVICE SHALL BE PLACED UNDERGROUND
32. ACCEPTABLE TIGHTLINE MATERIAL SCH 40 PVC OR EQUIV, SDR 34 (ASTM D3TM D3034) <�
33. ANY REQUEST FOR MODIFICATION, VARIANCE OR OTHER ADMINISTRATIVE DEVIATION (HEREINAFTER "VARIANCE") u
MUST BE SPECIFICALLY CALLED OUT AND IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVISIONS
t 0
WFUCH DO NOT COMPLY WITH CITY CODE AND FOR WFUCH A VARIANCE HAS NOT BEEN SPECIFICALLY IDENTIFIED, RE-
QUESTED AND CONSIDERED BY THE APPROPRIATE CITY OFFICAL IN ACCORDANCE WITH THE APPROPRIATE PROVISION
OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE SPECIFICATIONS.
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DRAINAGE PLAN SCALE: 1" 20'
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NCA # 145795 IN
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COVER 5HEET:
P1 51TE PLAN -& DUILDING, HEIGHT CALC5
VICINITY MAP
FLOOR AREA 5UMMARY
PROJECT INFORMATION
ARCHITECTURAL:
Al DIJILDING ELEVATION5
A2 ELEVA TIONO
A3 FIR5T FLOOR PLAN
A4 5ECOND FLOOR PLAN
A5 GARAGE FLOOR PLAN
5TRUCTU RAL PRAWINGS:
51 FOUNDATION5 / FIR5T FLOOR FRAMING PLAN
52 GARAGE FOUNDATION / FRAMING PLAN
53 5ECOND FLOOR FRAMING PLAN
54 ROOF FRAMING PLAN
CIVIL DRAWINGS:
C1 5TORM DRAINAGE, ERO5ION
C2 51TE CRO55 5ECTION5
C71TE ARCHITECTURAL:
21
Ll LAND5CAFE PLAN
TOP5OIL LAND5CAPE 5CHEDULE
!w
FILTER FA13RIC
ORGANIC 5P 5M
FREE DRAINING 1-1/4",
...........
GRANULAR FILL
_j
4" FERF. DRAIN PIPE
TRENCH SECTION
SCALE: 1/2" = 1'
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REVISIONS: