702 7TH AVE S.PDF111111 lill 11
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702 7TH AVE S
MWERICON 71tAC-1 0 R IS RESPONO"iBLE
FOR EROSION ""ONTROL ANP DRAINAGE
LEGAL DESCRIPTION
SEC 25 TWP 27 RGE 0.311T-4131A
N 86FT OF S 186FT OF E 1533FT OF NE 1/4 NW 1/4 NW 1/4
PARCEL NUMBER
27032500204900
SITE PLAN
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A OVED BY PLANNING
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APPROVED.FE'. ENUMEERM
Date: 1)&4
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RELOCATIOWREVISIO - — - ---i "c
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,MAY REOUIRE SEPARATE PERIVIrr
10 20
40
1/24/14
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2550 4TH AVE. S.. SUITE 200
EDMONDS. WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
ERNST RESIDENCE
702 7TH AVE S
EDMONDS, WA 98020
DATE 11/24/14
SHEEr
SO.2
PROJECT NO. 14235.10
SCALE 1" = 20'
DRAWN W ics
TITLE
SITE PLAN
CHECKED BY CGp
APPROVED BY DMT
PLOT DATE: I I/ zl/ I I FILE NAME: 3u-z W.Jx1l)
STREET FILE
SPI-L'CIAL ]INSPECTION AND TESTING AGREEMENT
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'14 Permit #:
Project:
Prior to is.vilance q1*a permit, 11d.y.1brin imat he completed iu it.v enfirefl, und relunied to the O(ylbr
approval. 7'liecoiiil)letetlji)l,litijitistlitii)esigii(iiiii-esoj'(tckiioii)le(t,,-iiieiitl)j)(illp(li-tic�y.
DUTIES AISID RESPONSIBILITIES
;�pechll 111spectioll.1"it-111 nild Special Inspectors:
The Special Inspeclion firn) of will perform special
inspection for tile Following types of work (separite fornis must be sul;micled if more thall one firm is to be
employed):
0 Rebar Dowels
All individiml inspec(ors it) be employed oil this pro.jecl will be WABO certified For file type ol"work theyare to
iltspect. If' inspection is 601. work diat is not covercd by [lie WABO categ-ories, or (lie inspector is not W ABO
certil'ied, i demiled restime or oic iispc,tor,,,n(i nrin 11111st be submitted. The rosilille Ilmst show Illat tile,
inspecloralld tile arc (111,11il'ied by education and expericlice., (o pel-1,61-11) (lie work and les(ill" required by (lie
project clesign '111d specifica(ions.
The work shall, be inspected for conforillance widl tile plalls "llid specifications approved by (lie City. Rtevisions
and addenda sheets will not be used. For inspection, unless they have been approved by (lie City. Inspection
records Shall include: C
A daily record to be maintained Oil site, itenlizill" file inspectioll.� perl-ornied. Any tioaconforming Nvorl,
0
shall be brought to (lie iminediatealtention of tile contractor For resolution.
.A weekly report sliall be submitted to tile City; dc tailing tile inspec(i6jis and testing perlbrilied, I.istilig
ally noncoll forill i lit' work and resolution of-' nonconforming items.
A final report sliall be submitted to tile building department prior to tile Certificate of Occupancy being
isstied. This report will indicate that inspeclioll and lesting was complewd ill conformance willi tile
approved pl�tlls, specillcationsand approved revisions or addencla. Any uni-esolved discrepaii.cies musl
be detailed ill tile final rcporl�.
Coil t rac to I':
Tile contractor sliall p�ovide (lie special inspector Oragelicy adequate notification of work requiring inspection.
0
'file City ipproved plan and specifications must be made available, at theJobsite for (lie tise of tile special
inspectorand (lie City inspector. Tile contractor sliall maintain ill claily inspection reports, oil site, for review by
a I 11),
it -ties.
The spccial inspection functions are considered to be ill addition to the norimil inspections perfori * lied by the City
and the Coll I ractor is responsible for contactin *g the City to schedule regular inspections. No co.ilcrete sliall be
poured or other work covered until approval is given by tile City inspector.
&M-1:11lJollts 1111blinalion by inspcetion and loling agrecinum COF.doclWIM7014
Building Department:
Tile building depaoment shall i-eview any i-evisions and addenda. Tile City ilispectol. will Illollitol. tile special
inspection functions fol. Compliance with tile agi-eenlent and the approved plans. The City illspectoi. shall be
i-esponsible fbi- appi-oving vai-ious stages of consti-tiction to be covei-ed and fbi- wodc to pi-oceed.
Design Professionals:
Them-chitect and/oi- eilgineei- will cleai-ly indicate oil the plans and specifications (lie specific types of special
inspection i-equit-ed and sliall include a schedl.110 foi- inspection and testing. The ai-ciiitect alid/ol. ellgilleel. will
cool-dillate theil. I-evisioll and addenda pi-ocess ill such a way as to ensum that all i-equired City appi-ovals am
obtained, pi-ioi- to woi-k showil oil the i-evisions bcing pei-foniled ill I'lle field.
Owner:
The pi-Qject ownei-, oi- the ai-chitect ol. eligilleel, acting as the ownel-5 agent, shall employ tile Special illspectol. Ot-
gency.
ENFORCEMENT
A failtim of the special inspector oi- firm to pei-fonn ill keeping with thexequii-ements of the IBC, the appi-oved
plans and this document, jilay void this agmement and the Building Official's appi-oval of the special inspectol..
Ill such a case a new special inspectoi- and/oi- fii-m would need to be pi-oposed foi- appi-oval. A Whim of tile
design aild/oi, constniction pai,ties to pei-fonn ill accoi-dance with this agi-eement may i-estilt ill a STOP WORK
notice being posted oil file pi-oJect until nonconfoi-ming items have been i-esolved.
ACKNOWLEDGMENTS
I have i-ead and agme to comply with the tenlis and conditions oVilis agi-eellielit.
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Owner F, Signature . . . . .
Conti,acto
--Sigila t -
Ai-ch./Eng: D ctz Nis -J'tTb& Date:
Special hisp.
Michael S. Dolder
Signatill-e
Special Insp. Agency Mayes Testing Engineers
ACCEPTen FOR THE CITY OF EDMONDS BUILDING DEPT.
/ e—
By: Date:
0:11-hindouls information by Clittck'\itlspcclioiisksl)cciiiI inspcction mid testing agreement COE.docl2/19/201,1
Date- 12-29-14
REET FILE CA FILE NO. R 4
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i 1cal Areas Checklist
Site Information - (soUs/topography/hydrplogy/vegetation)
1. Site Address"catiow. -71'-1- Ale
2. Property Tax Account Number: .2_5�--70-3
3. Approximate Site Size (acres or square feet): lt000-t- TP
4. Is this site currently developed.? yes; _ no.
If yes; how is site developed?
5. Describe the general site topography. Check 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 10-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 10-feet over a
horizontal distance of less than 33-feet).
-Other (please describe):
6. Site contains areas of year-round standing water-. A/0 Approx. Depth:
-7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?. A -//-7
8. Site is in the floodway A10 floodplain' A10 of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round.? A1,9 Flows are seasonal? A10 (What time of year?. AM
10. Site is primakidy: forested meadow _; shrubs mixed
urban landscaped Qawn,shrubs etc) X
11. Obvious wedand is present on site.
Rcv01104V4
890.199-
C* of Edmonds
ity
Critical Areas Che C-klist
ne crificalAreas Checklist contained on and submit it to the City. The City will
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 subject property. The
information needed to complete the
Checklist should be easily available ftom
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,
review the checklist, make a precursory site
visit, and make a determination of the
subsequent steps necessary to complete a
development pwinit application-
Mth a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent information (eg. 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 Area Checklist and attest that the answers provided are
factual' to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant-
Mea' MY
-10 7, 7 7AL *le-
Stred Addnm
city, state, zw Phone
-7-/
Date
I ture
Applicant Representative:.
Name
Shed Addnm
City, State, ZIP Phone
S4natum
Date
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70-2 -77A AVE,5-
STREET FILE
The City of Edmonds Side Sewer Drawing EASEl\/lENT NO . ............ ...............................
jn6-n5yn NEW CONSTRUCTION E] REPAIRS TID NO . .................. ASMT. NO . ..................
OWNEF . ....... ROBERT EHINTSIT
..................... ---------------------------------- I .................. I ........ I ... CONTRACTOR -------------------------------------------------------------------- ............... PERMIT NO. ..— ---------------
JOB ADDRESS .......... 7- D- 2 ---- = .... 7TH --- j�-j[y-,LqLj F, - -. S.O-u Tj I -------------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO . ......... --------------------- --
...................................................................
NAME OF ADDITION ------------------------
DYE TESTED ON SHjj I T ER
Approved:
PWW-0001 -11175 (REV.', 1178) DATF . .............................. ------------- - 3y ............................................................
H AV E
70.0'"4
A 9'f'02u'
'CDMONDS, W o
OWNER CONSULTANTS
ROBERT ERNST STRUCTURAL ENGINEER
202 7TH AVE CG ENGINEERING
EDMONDS, WA 98020 250 4TH AVE S, SUITE 200
425.478.1071 EDMONDS, WA 98020
425.778.8500 FAX 778.5536
CONTACT: CAMERON PARTLOW, EIT
LEGAL DESCRIPTION
SEC 25 TWP 27 RGE 03RT-4B1A
N 86FT OF S 186FT OF E 153.3FT OF NE 1/4 NW 1/4 NW 1/4
PARCEL NUMBER
27032500204900
PROPERTY INFORMATION
TOTAL LOT AREA = 13,939 SQFT.
EX BUILDING FOOTPRINT = 1,451 SQFT
PROPOSED BUILDING FOOTPRINT = NOT TO CHANGE
TOTAL IMPERVIOUS SURFACE = NOT TO CHANGE
SCOPE OF WOR K
SHORE EXIST WALLS AND REPAIR CONCRETE FOUNDATION
NOTE:
SITE PLAN HAS BEEN PREPARED BASED ON
FIELD MEASUREMENTS & COUNTY RECORDS &
IS NOT A SURVEY, PROPERTY LINES ARE
APPROXIMATE. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONS & UTILITY LOCATIONS.
SITE PLAN
SCALE: 1" 10'
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VICINITY -MAP
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kpplicant shall repair/replace all damage to
itilftles or frontage improvementer in City
ight-of-way per City standards that Is caused
r occurs during the permitted project.
VNER/CONTRAC'TOR IS RESPONSIBLE
R EROSION ("CINTRO! AN-r.) DRAINAGE
OWNER/CONTRACTOR RESPONSIBLE
FOR LOCAIING ALL ON -SITE UTILITIES.
RELOCATIOWREVISION TO ANY UTILITIES
MAY REQUIRE SEPARATF.PFRMIT.
IENGINF.eRING,
250 4TH AVE. S , SUITE 200
EDMONDS, WASHI�GTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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DESIGN: CGP
DRAWN: ics
CHECK: DMTJ
JOB NO: 14237.10
DATE: 11/24/141
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RECEIV D
DEC 0 12 . 01 S001
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DEVELOPMENT S 1ICES
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