632 FIR ST.PDF11111111111111
11268
632 FIR ST
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS: DETERMINATION: Ej Condi.tional Waiver 0� tudy Required 0 Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: 01�19&-
SEWER LID FEE
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S)
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
WATER METER TAP CARD DATED:
LID #:
LOT: BLOCK:
LATEMP\DSTs\Fornis\Street File Checklist.doc
0 0
PLANNING DATA
STREETFILE
Name: erfC., 3e Jf-SS(ca-, Nov4t V1 16 e*-9
Date: 0S.Ir*.-2,00(p
SiteAddress: (0$2. Ffrstree-t
Plan Check #: BLD-2006- 0 9
" 115(o 1# tAKWVMd-, CUX-k- 12. X I a)
Project Description:
Reduced Site Plan Provided: (6) NO)
TZoning: P-5 —(,p
Map Page: 115 !�
I Corner Lot: (YES /(9
Flag Lot: (YES
Critical Areas Determination #: 09.,06f, ej.,00(0 . 0 1 a
E Study Required 0 prp�cc+ >(Pcio fyDo-% "wet areAlf So no impat-l.
El Waiver
SEPA Determination: eXeMJ?t,
Exempt otraCUY19 pyt)PO64rol
Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake
Ballinger. Requires: (1) Fee, (2) Environmental Checklist, and (3) APO List with notarized form).
Re ' d Setbacks
Street: 0
Side:
Side:
W
Rear-
-6 is"
-**Ac ISetbacks t'TO NOW
Street:
Side:
Side:
Ilear:
Detached Structures: e)(. C;,VW_A - MM� 47tA'10610401
0 Rockeries: VLO.
0! e n A�ce r e I I i s e s: RA - -f iCoA CR, Cp VIOAATV%,
Bay Windows/Projecting Modulation: K) 0 a
Stairsffi-eck)- 4 S)C)" 06 I0VVC-* 9 V"d OIL.-'
Parking Required: 7.-
Parking Provided: 2..
Lot Area: 9 e;+15
Lot Coverage: I 7o *I.
Lot Coverage Calculations: 880 SPFIL -f- III ex. SPV14,.4 + +I ex. poylm
nfw 4' Fc* -- I I 'I) () I + Y
Building Height
Datum Point: NIA-
Datum Elevation:
MaximumHeight: 2,51
Actuall-leight:
ADU Created: (YES /9
Subdivision: ,.00
Legal Nonconforming Land Use Determination Issued: (YES
Other
of S' 5-01PACK -z' i.UU ---)i d-CC*.- MaLJ PY0Jt(,f VP tv M00
vv�" SCt-j0,qC4.e, OLV-t6L " wcst 51"de, (50 41, CLO5�e, a'$
3.3+/ fvorA VXSpt p pop" . Cy, nay� 4"104c.K.- I rnaA�
VP ly 4' L-y%� SkAlicaC*- (-So 06 C-C,04,,� a!5 169' fM-h
Plan Review BY: g-,e;w Cee�
t�vv&
(0. 0 - V+0 - C,-
0 0
CITY OF EDMONDS
CRITICAL AREAS RECONNAISSANCE REPORT
Site Location:
632 Fir Street
Tax Acct. Number:
619400801002
Determination:
Study Required
Determination #:
CRA-2006-0102
Applicant:
Erik W. Norenberg
Owner:
Erik W. Norenberg
CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED (CRA-2006-0102)
During review and inspection of the subject site, it was found that the site may contain or be
adjacent to critical areas, including a Stream and/or Wetland pursuant to Chapter 23.40 of the
Edmonds Community Development Code (ECDC). All maps indicate that Shellabarger Creek is
in the vicinity (see attached). The site visit was conducted on a hot August afternoon and
discoverd a shallow ditch/stream with running water which flows along the eastern property line
from south to north. Horsetails were abundant and the ground was fairly soggy in this area.
The attached map shows the general area of this on -site alleged stream/wetland that was found
(labeled "wet area") and also it's proximity to Shellabarger Creek. Soil conditions are unknown
(although it appears to be soil survey type #17 - Everett gravelly sandy loam 0-8% slopes), so it
is unknown if this "wet area" would even qualify as a wetland, because if it is found through a
study by a qualified biologist that it does not have wetland soils, then it is not technically a
wetland. Staff has reviewed the definition for "stream" and "wetland" as stated in ECDC
23.40.320 and found the conditions on site to be consistent with these definitions. The "wet
area" does not appear to be artificially created. Dependent on the scope of future proposals on
this site, a study may be required which answers the question: does this "wet area" qualify as a
stream or wetland, and if so, what buffers shall be applied?
GENERAL CRITICAL AREAS REPORT REQUIREMENTS
Critical Areas Reports identify, classify and delineate any areas on or adjacent to the subject
property that may qualify as critical areas. They also assess these areas and identify any
potential impacts resulting from your specific development proposal. If a specific development
proposal results in an alteration to a critical area the critical areas report will also contain a
mitigation plan. You have the option of completing the portion of the study that classifies and
delineates the critical areas and waiting until you have a specific development proposal to
complete the study. You may also choose submit the entire study with your specific
development application.
Please review the minimum report requirements for all types of Critical Areas which are
listed in ECDC 23.40.090.D. There are additional report requirements for different types of
critical areas (see below).
Note that it is important for the report to be prepared by a qualified professional as defined
in the ordinance. There are options on how to complete a critical areas study and an
approved list of consultants that you may choose from. You may contact the Planning
Division for more information.
General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40.110
through 23.40.140.
REPORT REQUIREMENTS — WETLANDS
The site investigation has shown that the site may contain a wetland. Wetlands are areas
inundated or saturated by ground or surface water that support, under normal circumstances,
vegetation adapted for life in saturated soil.
. J 0 0
Wetlands are generally rated according to their size, condition, function, and vegetation
types into four (4) different categories described in ECDC 23.50.010 and by use of the "City
of Edmonds Wetland Field Data Form" by the critical areas consultant.
Buffer widths for wetlands vary depending on the category of the wetland as listed in ECDC
23.50.040. F.
In addition to the general requirements for Critical Areas reports referenced above, there
are specific Critical Areas report requirements for wetlands that are provided in ECDC
23.50.030.
Note for Lake Ballinger: See ECDC 23.50.010 regarding delineating wetlands around
Lake Ballinger. Provisions for protection of Lake Ballinger shorelines not meeting criteria for
jurisdictional wetlands are provided in the City of Edmonds Shoreline Master Program,
which requires a 35-foot setback from the Ordinary High Water Mark.
DEVELOPMENT PROPOSALS ASSOCIATED WITH WETLANDS
Development proposals that encroach into wetlands or their buffers or building setbacks may be
allowed through the approval of certain processes.
The width of a wetland buffer may be reduced through buffer enhancement if the criteria
described in ECDC 23.50.040.F.3 can be met. The maximum amount that a buffer can be
reduced through buffer enhancement is 50%.
A buffer may also be modified through a process called buffer averaging. The criteria
applied to buffer averaging are listed in ECDC 23.50.040.F.4. The maximum -amount that
the buffer width can be reduced at any single location through buffer averaging is 50%.
Development proposals that proposed encroachments into buffers beyond what is allowed
through the above methods require a Critical Areas Variance, or a Reasonable Use
Exception. If you think that you have a proposal that may require one of these processes,
please contact a Planner for more information.
Any time a development proposal requires an alteration to a wetland, a mitigation plan is
required as part of the Critical Areas report. In addition to the General Mitigation
requirements referenced above, mitigation requirements specific to wetlands are provided in
ECDC 23.50.050.
0 NOTE: There are specific performance standards for the subdivision of lands in wetlands
and wetland buffers. These are listed in ECDC 23.50.060.
REPORT REQUIREMENTS — STREAMS
Shellabarger Creek or its tributary is on or near the subject property.
Streams are areas where surface waters produce a defined channel or bed which
demonstrates clear evidence of the passage of water. Streams need not contain water year-
round.
9 Streams are regulated as types of Fish and Wildlife Habitat Conservation Areas.
Streams are classified according to whether or not they run year round and whether or not
they support fish populations according to the classification system listed in ECDC
23.90.010.A.l.
2
0
The minimum buffer widths for streams vary depending on the type of stream and are listed
in ECDC 23.90.040.D.l.
In addition to the general requirements for Critical Areas reports referenced above, specific
Critical Areas report requirements for Fish and Wildlife Habitat Conservation Areas are
provided in ECDC 23.90.020.A to. C and additional technical information requirements for
streams are listed in ECDC 23.90.020.D.
DEVELOPMENT PROPOSALS ON A SITE WITH A STREAM
Development proposals that encroach into streams or their buffers or building setbacks may be
allowed through the approval of certain processes.
The width of a stream buffer may be reduced through buffer enhancement if through the
review of a Stream Buffer Enhancement Plan that meets the specific requirements
referenced in ECDC 23.90.040.D.2. The maximum amount that a buffer can be reduced
through buffer enhancement is 50%.
A buffer may also be modified through a process called buffer averaging. The criteria
applied to buffer averaging are listed in 23.90.040.D.2. The maximum amount that the
buffer width can be reduced at any single location through buffer averaging is 50%.
Development proposals that propose encroachments into buffers beyond what is allowed
through the above methods require a Critical Areas Variance or a Reasonable Use
Exception. If you think that you have a proposal that may require one of these processes,
please contact a Planner for more information.
ALLOWED ACTIVITIES
Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.20. If
you have any questions about whether your proposed development qualifies as an allowed
activity, please contact a Planner for more information.
EXEMPT DEVELOPMENT PROPOSALS
Certain development proposals may be exempt from Critical Areas Requirements (ECDC
23.40.230). If you think that a specific development proposal may be exempt, contact a
Planner for more information.
Gina Coccia, Planner MMIX WW4/A-- August 9, 2006
Name, Title 'j Signature Date
NOTE: Cited sections of the Edmonds Community Development Code (ECDC) can be found on
the City of Edmonds website at www.ci.edmonds.wa.us.
3
- 4;. 1 b7
#P20
City. of Edmonds
Development Services Department
Plannirig Division
Phone: 425.771.0220
Fax: 425.771.0221
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 the application to the City. .
The purpose of the Checklist is to enable City stiff 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).
0
Date Received: / I I � I c:, cp
City Receipt#: 00b
Critical Areas File #: OC-
Critical Areas Checklist Fee: $13500
Date Mailed to Applicant: P—C(— 2nbf,,
A property owner, or his/her authorized 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 forin 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
information (e.g. site plan, topography map, etc.) or
studies in 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, inderrinify, defend and hold the, City of Edmonds harmless from any and all damages, including reasonable
attomey'.s fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information ftimished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are'true and correct to the best of my
knowledge and that I am authorized to file this application on the behalf of the owner as listed below.
DATE7SIGNATURE OF APPLICANTIAGENT L
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 permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant tokiis application.
SIGNATURE OF OWNER C, DATE
PLEASE PRINT CLEARLY
Owner/Applicant: Applicant Representative:
Name.
6-32-
Street, Address
city State
Telephone:
Email address (optional):
Name
Street Address
City State zip
Telephone:
Email Address (optional):
#P20
Critical Areas Checklist
CA File No:
Site Information (so'fls/ topography/ hydrology/ vegetation)
1. Site Address/ Location: (032� rip, 15r F—OjOepo
2. Property Tax Account Number: 008 '910 (9 Z-
3. Approxftnate Site Size (acres or square feet):
4. -Is this site currently developed? yes; no.
If yes; how is site developed?_ 'SF-9-
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: NOW Approx. Depth:
7. Site contains areas of seasonal standing water: OM� Approx. Depth:
What season(s) of the year?
8. Site is in the floodway fJ/fi floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
Flows are seasonal? (What time of year?
T
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawn, shrubs etc) Z.Rwp), ---dFV�5, rtly6L��
11. Obvious wetland is present on site:
5 0
For City Staff Use Only
1. Plan Check Number, if applicable? NQ�jf., %WPV1-
2. Site is Zoned? P-5 — Co -
3. SCS mapped soil type(s)? I + * eV-Cf -eAt 0 Y7A V-e I I y 6 Ck V1 C1 Y 10 61 M 0 PS el
4. Critical Areas inventory or C.A. map indicates Critical Area on site? lfs'5 - CIMR00060ffty CIV-tty- 0*1
5. Site within designated earth subsidence landslide hazard area? N 0 -
DETERMINATION
STUDY REQUIRED WAIVER
t f 4
IPWP'CA Reviewedbv-- C1in0,./G0GGia,- Date: q5 1 + 1 17, 0 0 (P
APPLICATION
The City of Edmonds for EASEMENT NO - --------------------------------------------
SIDE SEWER PERMIT
NEW CONSTRUCTION E] REPAIRS F� LID NO . .................. ASMT. NO . ..................
OWNER------------------------------------------------------------------------------------------------ CONTRACTOR ------------------------------------------------------------------------------------ PERMIT NO - --------------------
632 Fir Street
JOB ADDRESS ............ ------------------------------------------------------------------------- LEGAL DESCRIPTION: LOT NO. - ------------------------------------ BLOCK NO - --------- --------------------------
4
---------- .......................................................................................................................................................
NAMEOF ADDITION .......................................................................................................................
D.T.O.S. bv the Water/Sewer Division
4/13/78 .
Jac
Approved:
DATE............................................ By ............................................................
11/75
L
6--
All wood exposed to
shrall,be pressure t a
naturally resistant o
C
LOT LINE STAKES MUST
BE IN PLACE AT TIME OF
FOU
'4N TION. INSPECTION
APPROVED BY PLANNING
0�� 0 ar- I &P - o (0
ro i N I ?-!'X / Z "A I �Z " PO UrM f FO V
W1 All
T- P6 44 — TYP
P944 P. 4x4 P05t-/
L.J- I
P-T 4--�,
P.T� 2'CL pf:z
—4 -4
-T
ither
or
all
a -XI ST,
�:-; '0 F:�z
E>o St-.
t StA
/,Iwr or
C�XisT-- �-AUES\
nF-cE5vF-E
AUG 15 2006
BUILDING DEPARTMENT
CITY OF EDMONDS
LDF6 K,- PM /J
1/40 := r-o"
cow - FAiL
mop
4 1&
ix 4
TrZim
I )c FAci
L-A-ITCZ7 "'CX/Rvt
'If if
all rz! N,2-
M (N fb 0- C—P
synN�79
Z:
City of Edmonds Building Department
VEu PLAN
3C>I& PZAN)2
FWLTE9
Exf,5r. Rol
'P-IF- r —Rcz Pat-) E)61 si
1Q.01L- I S i4g:4vy aAy RECEIVED
11 Vtf-Y L--TNIZ� 044AV16-
Al #tf,,v A L-. AUG 15 201916
BUILDING 'DEPARTMENT
CITY OF EDMONDS
3/Z41
4,
4"
L-->&�F 6,!�>k)—f7--
11-10
&e6- opa?417
iance or other
uest for modification, vat . cc")
Any req (hereinafter "varian
administrative deviation ted.
out and identtf
specifically called - provisions
must be of any I)lat or plan containing ' ha
Approval Y with c .*tY code and for whic
which do not compl IsVecl Ically identified,
variance has not . been ate city
dered by the aPVrOVn is'
requested and cons, propriate prov ion
official in accordance with the ap
e law does not approve any items
Of city code or stat
if
not to code sPe-c' 'cation'
ILDING DEPARTMENT
WORK
OWNER
APPROVED
BLDG OFF1
PERMITNUMBER
42003 Editk—n 1rAZ.0 wANAC Amendments
003 Edition IBC w/WAC Amendments
[32003 Edition UPC w1WAC Amendments
and Appendices A, B, Q 1
[32003 Edition IMCw[WAC Amendments
02003 Edition 1FGC wAVAC Amendments
[32003 Edition 1FC wAVAC Amendments
02003 Edition VIAQ WAC 51-13
02004 Edition WSEC WAC 5 1-11
CITY COD'v
AX
FIE cc V F- 10
AUG 15 2GOS
BUILDING DEPARPJI�cJ
cITY CF M.".011'.MS
9::�e�W4111-171 ?I,-
"Nothing in this permit approval proem Ohl
T+X I D tt interpreted as allowing�or permitting the\
0) 0 0 Z.Mainteriance of any currently exisl'Vt
1(o 11711 006
nonconforming or unvermitted build str
or site condition wha is outside the scope c
permit application, regardlemos whether su
4�Tza--r /top pl-�: S building. structure or condition shown on
6 -�;Z- Fl?, 'an or dmwing. Such builo h&stmft
TV-69no&'Fion may be the subject of i i separate
K V/A 47gfi*fiament adion."
pwmr, 42-r> -774- r-,7-33
6y0e-ej'bg1 -
�!) 0 PISYI
be
the
mew DECK:
1156 5,.F' \
APPROVED BY PLMNING zone F-i22— (P Comer—Fla8L_-
VfL4vvv.� os I i w f "o(
Setbacks Reqwred Actual
Front N 1-0 2-1
LOT AZEA '?,"545 S-F' Sides C-;/ W -5 6
Rear 145
7e Other
Height -355
PORLH 110OF5 t zAV6z',VZ9M0,4): 110a <-F.
(.o
ImPERYW ARrA 117-13 S-F-
*<. a - a .?P,+ I fvvv"
y,, K a t6 avid 1(pif-vom
w ?,a
Y'vv*M AUG 15 2006
P�O?C"V" BUILDING DEPARTMENT
STOR"'EET FILE I j Vle
CITY OF EDMONDS
o Lt o - 6) -
tjolzi-H
I tf;= ZO.00
01
Q'
T-
The City of Edmonds
-WA—,l r--R S 6 kv I c r--
Drawing
EASEMENT NO - --------------------------------------------
NEW CONSTRUCTION Ej REPAIRS CW LID NO - ------------------ - ASMT. NO - ------------------
OWNER----------------------------------------------------------------------- ------------------------ CONTRACTOR ---------------------------------------------------------- -- ---------------------- PERMIT NO. -- ----------------
JOB ADDRESS --- G32, F ------ S.-r 4e
.R-q----------------------------- —.7 ........ LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO. - ----------------------------------
NAMEOF ADDITION ---------------------------------- ------------------------------------------------------------------------------------
G F
A V
loSkLL VALVE-
J4:
1"CAPPESk (VOIDG-0)
K --PMP.
Approved:
FiTz, S-T-ReGT
PWW-0001-11/75(REV.11/78) DATE By jezl-
W ----------------------
F�
Z
U
>4
44
2
0
U
Z
U
04
0
vo
CITY OF EDMONDS
COMMUNITY SER VICES DEPARTMENT
RIGHT-OF-WAY CONSTRUCTION PERMIT
A. * owner: Wasbington Natural Gas Cortipang. 9 Contractor:
Name
805 156 AV NE
-MadIN Addres
Bei vue, 19A 98007
Kermit No. Fe- - �o 5,�
Issue Date (if -107
Same
Name
Mailing Address
City State Zip State Zip
447-0700
2— State License Number Telephone Number
o Address or Vicinity of C dnstructiom, .632 Fir St /1g
Type of Work to be Ddhe: New Ce i n S ta 11 at i on
Work in Connection With: 0 Sub or* Plat —Single Family 0 -CiiiWo�iHs' ---- --
0 Commercial 0 Multifamily "Utility
Pavement Cut: El Y 0 N
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds
harmless from any injuries, damages, or claims of any kind or description whatsoever, forseen or unforseen, that may
be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense
of any legal proceedings including defense. costs, court costs, and attorney fees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FOLLOWING THE FINAL INSPECTION AND'ACCEPTANCE OF THE WORK.
Funds held from the Security Deposif (esinnated restoration fee) will be held until the final street patch is completed
by City forces, at which time a debit'gr/ credit, will be processed for issuance to the applicant.
for in'
o A 24 hour notice is required spection; Please call Public Works: 771-3202
—o Work is to be inspected during progress and at completion.
• Restoration to be in accordance with City Code.
• Street to be kept clean at all times.
o Traffic Control to be in accordance with, City regulations.
.o All street -cut ditches must be patched with asphalt or City approved material prior to end of working day;
.no exceptio s.
I understand the above and that this permit must be available at the job site for inspection purposes at all times.
T_
Signature: Date: 11../ V 8 8
Owner or Contract or
This Permit Must Be Posted at the Job Site For Inspection Purposes
Call DIAL -DIG Prior To Beginn ing Work ,
ISSUED BY: _--g
Time Authorized:
Special Conditions:
Amendments:
oid after 0—days
PERMIT FEE:
Security Deposit: <;
Receipt No.:
Fund I I I Fee:
Street Cut Dimensions:
x
NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE
Eng. Div. July 1985
FIELD INSPECTION
Comments:
Diagram:
I I I - Route copy to Street Dept.)
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
� I
Eng. Div. July 1985
FORSYTH
tA
.) 1,
ZZI .
4
Iz
g
7-
LN
___j m
IA
01
0
0
>
14
C I R
P L )l
jrw 1,- 17'3
rit IF's
ft\l
6 ox
093
015,
ri
Co
wyl
3, V's
A2,zoz;1
,2,
I SHALLOW AWDO BL-P
E�WVTICK rENZKATZI
93'M; 23'6
I ST
2- STW IP WN (CP)
1" 0
72C-IZ7
tri
A
A 003A!.P
U, tp
T,
919
9
0
Ul
5
70
T
B
I 971 z
V:,80�
5/9- 274'5 1
1905
3
- 4
EL.M
S T
..........
V SMFt rE.F-
�T2
-.V-207-Al
lq75
163
1971
L
01
i7yl
Lf)
L
-ELtv
��,CITY OF EDMONDS
Engineering Department
ACTION REPORT
I'S' 1 4, k - * *
4�)
Date: Dec. 18, 1973 Sketch Yes
on back No
Subject: Drainage Problem
Routing Initial Da te
Bill aho ON
2.
3.
4.
5.
6.
7.
Name - Wm. E. -Aerry Person/Group initiating action
Address 632 Fir St. Telephone No.* 77(;-,Rq3q *work
ACTION
Street Dept. referred him to us to determine source of drainage problem -
and whose responsibility it is to take care of it. The problem is on
the east side of his house. It was difficult to get any -exact details
from the man. I said I would send you out to take a look. Please
call him.
A
All concerned notified Action Completed
? 0 6 0
0,
AMP
SaW.
CITY OF EDMOND*
City Engineer's Office 49 [7*1
hip&
COMPLAINT REPORT
P/t A6
Report No,
Referred to for Action
Tim D ate_!9� /7
Received By _e Time Date
Made By dress
Tel.
How Received: Letter Telephone In Person
Nature of Complaint:
rime -Date— 'Engineer,
)escribe Action Completed:
lime Date Completed By..
.,ocation Sketch: e.
Fa r, 00
C7
W-0 so!' k,
�K'C-PCF- NO WARRANTY OF ACCURACY The Information shown on the
�kffached map wac compiied tor use by the City of Edmcnts. i' =rlcyc,-�s
�tnc, consultants. The City of Edmonds does not warre:.i. El', of
s,,,;, forbil oi, thz map. Any person or entity re,,,-.,-- c-,py
at, inquiry regarding the lnfu�,a:'!c. cn
06 inc!;.-.-g, V: nc, limited to, the loca�don of znj slub
m rji.-�,or may not e)dst and may or rrzy nd
C6
thc! City of Edmonds ncr its cm,�!cyzc�; cr
ofhc��s c—li-'; L tzb!a fo thL irilcmwation givan on this map, nor for r-ny orc�
represea.ddc., pfovidad bw;0 upoo said map
ca 4A
M
M ;5
ILI
C4
a
T-
IN
P
tr-
C,
C6
CD
CODE:
DESIGN IS IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE
AS AMENDED BY THE LOCAL BUILDING DEPARTMENT.
LIVE LOADS:
ROOF --------------- 25 PSF
FLOOR ------------ 40 PSF
DECKS ---------- -- 60 PSF
LATERAL
WIND — ---------- EXPOSURE B: 80 MPH
SEISMIC -------PER ZONE 3
FOUNDATIONS:
EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY
OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 11-61
BELOW ADJACENT EXTERIOR FINISHED GRADE.
CAST -IN -PLACE CONCRETE:
Fc-2,500 PSI@28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF
CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF
CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS
1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING
TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL
DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION
PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL
PLATES TO FOUNDATION WALLS TO BE 5/8 DIAMETER WITH 7 INCH
MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON
CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED
WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. ALL ANCHOR BOLTS TO HAVE
2 INCHES SQUARE X 3/16"' PLATE WASHERS.
REINFORCING STEEL:
ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE
MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION
BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM
i]RADE 40. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A
MINIMUM RADIUS OF 6 BAR DIAMETERS (17' MINIMUM). CORNER BARS (TO"
BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL
BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS
OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE
FOLLOWING MINIMUM COVER:
CONCRETE CAST AGAINST EARTH 3 INCHES
CONCRETE EXPOSED TO EAI�TH OR WEATHER:
#6 THROUGH #18 BARS 2 INCHES
#5 BAR AND SMALLER 1-1/2 INCHES
CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
#14 AND #18 BARS 1-1/2 INCHES
#11 BAR AND SMALLER 3/4 INCH
SLAB -ON -CONCRETE (FROM TOP SURFACE) 1-1/2 INCHES
WELDED WIRE FABRIC:
WWF SHALL CONFORM tO ASTM A-185. WEDED WIRE FABRIC SHALL BE
LAPPED ONE CROSSWIRE PLUS 2 INCHES. (i.e. 8"' FOR 6X6 MESH). LOCATE WWF 1-
1/2 INCHES FROM TOP OF CONCRETE FOR SLAB -ON -GRADE. WWF SHALL BE
CHAIRED IN POSITION WITH MAXIMUM CHAIR SPACING OF 4 FEET.
STRUCTURAL STEEL:
STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH
THE A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF
STRUCTURAL STEEL BUILDINGS (8TH EDITION). STRUCTURAL STEEL SHAPES
SHALL CONFORM TO ASTM DESIGNATION A-36 UNLESS NOTED OTHERWISE.
SQUARE AND RECTANGULAR STRUCTURAL STEEL TUBING SHALL CONFORM TO
ASTM DESIGNATION A500, GRADE B. STEEL PIPE SHALL CONFORM TO THE ASTM
DESIGNATION, TYPE E 0 S, GRADE E (Fy=46,000 PSI). WELDING SHALL BE
IN ACCORDANCE WITH THE STRUCTURAL BUILDING CODE LAWS. ALL WELDING
SHALL BE CERTIFIED BY WE�DERS (W.A.B.O. OR EQUAL) USING E60 OR 370
ELECTRODES. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE
SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ALL
SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED
SHALL NOT BE PRIMED. ALL BOLTS SHALL BE A325 UNLESS NOTED OTHERWISE.
ALL ANCHOR BOLTS SHALL BE ASTM A307. COLUMN ANCHOR BOLTS SHALL BE
FURNISHED WITH 2 NUTS AND 2 WASHERS ECH BOLT UNLESS NOTED OTHERWISE.
SITE DATA
Client name and address:
Tax Identification number:
Legal Description:
Zone:
Lot size:
Project description:
Zone regulations:
Height. Calculation
Lot.coverages
Imperv. surface
Consultants:
Draftsman:
Contractor:
Contact
[--Ck -kxza
Klark & Kristi Dahlman
632 Fir Street
Edmonds, WA 98020
619400801002
The East 72.5 feet of LOT 10, BLOCK 8, Plat of Yost's 1st Addition
to Edmonds together with the West half of the vacated alley adjoining.
RS6000
Approx. 10,000 sf
New concrete footings and foundation (including deck footings)
A (NE) 100- 6"
B (NW) 98'1111
C (SW) 100'
D (SE) 98'11"
Average grade = 99'71
Building height = 1173"
12%
Actual existing house with overhangs, porches, sidewalks 1055 sq ft
Existing Shed 112 sq ft
Klark Dahhnan
632 Fir Street
Edmonds, WA 98020
Edmonds Remodel
PO Box 1692
Edmonds, WA 98020
Edmonri*0110E
Exp. 3 / 7 /15
(425) 670-8496
Greg Brewer
�'7
903
co 0()
Fir Street
catch basin
El I
gas water meter
------ ------
catch basin
20'setback
4�X I STI 0C
Coverea
AW,e-� OF -1140YZM"
-Tb MMAOA 100' 6"
............
B 981 11
Existing Deck
&PL-M, concrete sidewalk
electric
gas:
meter
Existing Residence
800 sq. ft.
Covered
61
LL7
Datum Point 100'
top of manhole cover
411-411
Gravel
Driveway
Shed
112 sqft
371-611
catch basin
.............. I .................................. side sewer stub
IUU'i
D 98'11"
lot area 10,000 sq ft
lot area coverage 800 sq ft
Zone — F-'D - (o Corner —Flag_
Setbacks M�l Le Actual. 581-811
Front
Sides
Rear
Other
Bei0t --'1/ 5
drainage ditch
into city storm sewer
C, P- A q1 D 0 � 0 1 D 1-
Cn
APPROVED BY PLANNING RECEIVED
15' setback
JUL 08 2014 1
DEVELOPMENT SERVICES I
...... COUNTER M
Plo . t Plan
scale: 1" — 10, North