706 ALDER ST.PDF10071
706 ALDER-ST
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ADDRESS: 1(p NIP& 5L
TAX ACCOLTNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE): cn 0 C-:�-
COVENANTS (RECORDED) FOR: Mu SULOW� ca)�144X
CA 1)
CRITICAL AREAS '29-� ZZ2 DETERMINATION: E] Conditional Waiver [:1 Study Required 0 Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: 11,1-1-1010
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS
PLANNING DATA CHECKLIST DATED: -Atblou -
SCALED PLOT PLAN DATED: % I'A ou -
SEWER LID FEE
LID
SHORT PLAT FILE: UONC-�ANA LOT: BLOCK:
s
SIDE SEWER AS BUILT DA
SIDE SEWER PERMIT(S) #: k� 't-11-
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
AS
LATEMP\DS'rs\Fon-ns\Street File Cheeklist.doc
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RESIDENCE
CLEANOUT WITH 456
cNBEND AND CAP
NOT TO EXCEED 100' BETWEEN
CLEAN OUTS
CLEANOUT (WYE WITH CAP
AND LOCKING LAMPHOLE Cl
121+1-
\-WATER TIGHT CAP
2' MIN.
4' OR 6' SIDE SEWER
GENERAL CLEANOUT DETAIL
12'
ASPHALT SURFACE
,all
12" PVCZ
SLEEVE
6" RISER
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6' WYE AND 45
AND 1/8 BEN]
RESUB
AUG - 3 2006
BUILDING DEPARTMENT
C17Y OF EDMONDS
LOCKING LAMPHOLE COVER
12" MIN.
6" CITY STUB
4' OR 6' SIDE SEWER-J
CLEAN OUT DETAIL AT PROPERTY LINE
kk
12" LOCKING LAMPHOLE COVER
0 (EAST JORDAN IRON WORKS CO.)
6- RISER 12" PVC SLEEVE (MODEL #: 00366108)
PVC CAP
TYPICAL CLtANOUT UNDER ASPHALT NOTE:
OR CONCRETE SIDE SEWER JOINTS -SHALL BE
ltf9o-199U
UAZ:oKL I W
REVISIONS STANDARD DETAIL
APPOVED BY DAIT
D, GEBERT 6/16/03 SEWER CLEANOUT DETAILS, u
D. GEBERT 03/24/05 DATE 7/24/01 NTS DWO NO. E6.2
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CASTIRON LOCKING LID
LAMPHOLE COVER
Lli (EAST JORDAN IRON WORKS CO.)
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(MODEL #: 00366108)
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6" WYE AND 45' BEND
ROMAC AND/OR FERNCO COUPLING
—6" SIDE SEWER
SLOPE- 2% MIN. TO
50% MAX.
2 2.5' 0 R
45' BEND
N 0 T E:
1 IF SEWER LATERAL IS DAMAGED OR HAS
TO BE RELOCATED DURING CONSTRUCTION,
RELOCATE/REPAIR SEWER PIPE AND RECONNECT
USING A ROMAC AND/OR FERNCO COUPLING.
2. A CONCRETE/PVC ADAPTER SHALL BE USED TO
CONNECT PVC TO CONCRETE,
3. INSPECTION OF WORK IS REQUIRED AND MUST
BE APROVED BY THE ENGINEERING DEPARTMENT.
, ago- 1 99V
22.5' OR
45* BEND
RESUB
AUG - 3 2006
BUILDING DEPARTMENT
CITY OF EDMONDS
6 tp TEE
POSSIBLE
SEWER MAIN
LOCATION
POSSIBLE
SEWER MAIN
LOCATION
TY
REVISIONS
APPROVED BY DATE STANDARD DETAIL
D, GEBERT 01/28/04 SIDE SEWER RELOCATION/REPAIR
D. GEBERT 06/27/05
I --I DATE 7/24/01 SCALE NTS DWG NO, E6.3
(FOR FOTURE DEVELOPMENT)
PLACE 2X4 AT END OF SIDE SEWER STUB AND CUT
TO LENGTH TO
INSURE 3 FEET EXTENDS ABOVE GRADE.
PAINT TOP
18 INCHES WHITE.
IN 3 INCH HIGH LETTERS STENCIL THE NUMBER OF
EVEN FEET FROM
GROUND ELEVATION TO THE SEWER STUB
INVERT.
8 GAUGE WIRE TO BE DOUBLE WRAPPED
AROUND PIPE AND 2X4
STAKE AT OR ABOVE FINISHED GRADE.
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CASTIRON LOCKING LID
LAMPHOLE COVER
(EAST JORDAN IRON WORKS CO.)
RESUB
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(MODEL #: 00366108)
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AUG - 3 2006
BUILDING DEPARTMENT
CITY OF EDMONDS
- 47VIA7i:
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U.) 0
6" WYE AND 45' BEND
RUBBER JOINT BISCUIT PLUG OR
OTHER APPROVED WATERTIGHT PLUG
6" LATERAL RUN TO HAVE
SLOPE OF 2% MIN. TO
50% MAX.
N 0 T E:
1 WHEN TAPPING INTO EXISTING MAIN
AN INSERTA-TEE SHALL BE USED. 22.5* OR
PLACEMENT OF TEE SHALL DEPEND 45' BEND
ON DEPTH OF SEWER MAIN, AS A
MINIMUM, THE TEE SHALL BE PLACED
AT A 45 DEGREE ANGLE.
2. IF CONNECTING SIDE SEWER TO EXIST
CONCRETE LATERAL, A CONCRETE/PVC ADAPTER
SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS.
IC90-199V
6" TEE
POSSIBLE
SEWER MAIN
LOCATION
CONNECTION AT
MAIN SHALL BE
AT 45* ANGLE
OR GREATER
POSSIBLE
SEWER MAIN
LOCATION
T-Y.
REVISIONS
--------- --- 1 -1 i STANDARD DETAIL
0, GEBERT 01/28/04 1 TYPICAL SEWER LATERAL
D. GEBERT 03/84 DATE 7/24/01 SCALE NTS IDWG NO. E6.4
ht,k 5,r.- 6,emImt, e aaars, a-je Pla Mor an a P? roved
0 Aae? riotccl AWtiovy Pwcjlfn�
SITE PLAN APPROVED BY PLANNING OVA ct ( A-PV)-
aa AnA-44� 0 Q I 11,12 It 14 0 to
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SCALE: 1 = 20.00'
0' 5' 10' 20' 30' 40' 50,
SITE ADDRESS
706 ALDER STREET
EDMONDS, WA 98020
OWNER
ALEC & RITA ROWLANDS-,-.,
706 ALDER STREET L."*w4tj/r46a$" cis
E D M 0 N D S, WA 9 8 0 2 0 yht
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206-930-2142 r
ASSESSOR'S PARCEL f
00-4342-091-003-00
Zone P-5 Corner,
Setbacks ANWred
Front N —
Sides elW---
Rear
Other
Height
Alder Street
TER & SEWER
TUPORARY
IECTIONS REaD
LQ
& SI
K- FORM
EXISTING WOOD
OWNER/CONTRACTOR IS RESPONSIBLE BULKHEAD (REMOVE) INSRECTI S R �QUIRED
FOR EROSION CONTROL AND ORAINAGE
XATER METER PL 60.
Al 0, cp
/ .k FL 1002C'
4c -, La-
—A
LL.
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HEIGHT CALCULATIONS
Z w
FOOTING DRAINS NOT
W
W
Z >
<
A TO BIAPED WTO
B
11
20' . B.L. Ox
-- ---- -.,:z
q?
001
2-
7
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C. DET SYST EM
cv
at
cc 3:
D ACCEPT, 1GHM&NE
00
c),
AVERASUR 35 109.89'
LO
MAX 2=H 40 134.89-
ACTUA*12 134.00'
F810 HAN"
03.8'
DATUM POINT SET @ 100.00'
MANHOLE AT STREET JUST
NEIGHBOR'S
OFF N.E. PROPERTY LINE.
lfss- has le ss �km L: W ullev In dlvv,-�
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Cy) HO JSE
ry
I*ga ifshall log &Nff 'of d4m$4
8--7Y4- 15'5Y2' '-7Y4"
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IMPERVIOUS CALCULATIONS
5'-3"
FA OF G)A�k C F
119
CANTILEVERED
ROOF 2549 SQ. FT. FIREPLACE —
:(/�
DECKS 28
STEPS/ENTRY 150 co
p -,;=n RESIDENCE
- --- -
c:)
M CC
DRIVEWAY 1095
c;
INISHED BSMT @ 105.5-
NISHED MAIN FLOOR @ 115.5-
Lu
LLJ 10
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TOTAL 3822 SQ. FT.
L
LOT COVERAGE
COL-
ERED
a-
LOT 6617.5 SQ. FT.
35% MAX = 2316.12 SQ. FT.
K
15t R.S-B-L. C=1 14.42
1!
CIO
BUILDING 1945.7
BACK PORCH 133.5
FRONTPORCH 102.3
SED-SURFACES TO
ENTRY STEPS> 36" 43.2
E ERED WITHIN 2 DAYS
DECK @ MASTER 61.0
PL = 60.00'
1? EL 114 5'
ESUB
TOTAL AREA 2285.7'
RIGHT-OF-WAY CONSTRUCTION PERMIT
AND INSPECTION STREET FILE'
AUG — 3 2006
REQUIRED
BUILDING
DEPARTMENT
CITY OF EDMONDS
PLANNING DATA STREET=FILE]
Name: AleG & P-itA, XC)W1AV)dfP
Date: 0+-JC)-7.,00(p
SiteAddress: -Mp Ald4tv c.11YeAf-
Plan Check#: BLD-2006- 0 0
cjt~ ". 9f-p— / IaLAX I cL ri.m.: I
Project Description:
Reduced Site Plan Provided: (6) / NO)
Zoning: P- 5
Map Page: TC-0
ner Lot: (YES
r to
Flag Lot: (YES
F
Critical Areas Determination#:
El Study Required
N Waiver
SEPA Determination: eafAM404-
IM Exempt (+L#O-C-y4t;� ci,4+
El 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 Setbacks
Street-
Side:
Side-
Rear:
:Actual.�5etb.4cks
Street:
Side:
Siqe:
W
Rear:
Detached Structures: 110vit 4;FKOWVL-
El
Rockeries:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
00 Stairs/Deck: 004-M& GIP-Uk- -6�4tb at Y-�
Parking Required:
Parking Provided:
Lot Area: (P
Lot Coverage:
loickg'194c; ottua: 44
�iai% Yrhl(loei c.Y,) '
Lot Coverage Calculations: 2-a
�- )-.I
qy6� Height
Datum Point: OtAVCff MVt
Datum Elevation: D D. 0 0
Maximum Height: 2.
Actual Height: ID b
ADU Created: (YES /00 6tA40WW*Vt-&AftL4�, PUZYO AC --
Subdivision: (,4ty of Vo(V'A0Y)id!5 bL-V-- 91 ()t�p 3 +
Legal Nonconforming Land Use Determination Issued: (YES 0)
Other
A' I 01�
0' 14'� + o
(" 114,47- + I*,
121, 110-11)
1 �p 4- - 9 1 M A'� I(A Va-h M
PlanReviewBy: g"f� ae�
Critical Areas Checklist'
Site Inf6rmation
Project Name: Permit Number:
Site Location: -Property Tax Account Number: 'Y3Y�2-'-0�?1-C;1&-3-0C103—
Approximate Site Size (acres or square feet): 46-5
Have you filled out a Critical Areas Checklist for a project on this site before?
General Site Conditions
1_1�/6�
1. Has the site been cleared or logged? Date of most recent action:
Soils /Topography 4keor X",
2. In the Snohomish County Soil Survey, what is the mapped soil type(s)?
<7'X!�7 /- (-�5
3. Describe the general site topography. Check all that apply.
Ylat: 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 of horizontal distance.)
Steep: grades of greater than 30% present on site.
Comments
HydrologyfVegetation
4. Site contains areas of year-round'standing water
5. Site contains areas of seasonal standing water: /6/0____Approx. Depth:
6. Site is in the floodway floodplain of a water course.
7. Site contains a creek or an area where water flows across the grounds surface? flows
are year-round? Flows are seasonal?
8. Site is primarily: forested _; meadow shrubs _; mixed
9. Obvious wetland is present on site'
10. W etland inventory or map indicates wetland present on site.
11. Critical Areas inventory or map indicates any Critical Area on site:
For City Use Only
Rey 3/27/9.2...
690 -199-
Ci�y 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
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).
�P.-: C
. 61 ,
J.. I
PERMIT COUNTER
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.
With a signed copy of this fbrm� the
applicant should also submit a vicinity map
of the parcel with enough detail that City
staff can find and identify the subject
parcel(s). In addition, the applicant is
encouraged to include any other pertinent
information 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:
Name
C-.-' e, -- A�� pv,- / ",
Title - -
70 6,
Street Address
City, State, ZIP Phone
13,
Sig6ature Date'
Applicant Representative:
Name
Title
Street Address
City, State, ZIP Phone
Signature Date
APPLICATION
for
The City of Edmonds SIUDE SEVVER PERMIT
NEW CONSTRUCTION C] REPAIRS C]
OWNER....... .............................................................. CONTRACTOR
ADDRESS ........ .:714
... ....... * ............. I ................................ LEGAL DESCRI LO No . ......................... 11 .............
NAME OF ADDITION ...........................................................
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EASEMENT No . ..........................................
.................... PERMIT No.
.. BLOCK No . ..................
................................................
I
DYE TESTED ON SEWER - March 1, 1976
By Jim Jensen
Approved:
DATE................................................ By ..........................................
0
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: www.d.ecirriondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
'November 8, 2007
Dave Peterson
Peterson Custom Homes
2114 120" PI SW, Unit B
Everett, WA 98204
it-r—leel"
RE: Permit WiJ20060702,1�=s
Request to Exceed Dri,�—eway S15p=of N49%
Dear Mr. Peterson,
GARY HAAKENSON
MAYOR
This letter is being sent in response to your request to exceed the maximum allowed
driveway slope of 14%, dated June 8, 2007. Review of the submitted letter and
inspection of the site conclude that due to the existing site topography and steep slope of
Alder Street, achieving a 14% driveway slope would be difficult to accomplish. The
driveway was constructed in two separate segments. The upper portion of the drive, the
area where vehicles park, was constructed at less than a 14% slope. The lower portion of
the driveway was constructed with slopes between 14% and 20%. The existing sidewalk
along Alder Street was modified to current City standards, to be in compliance with ADA
requirements, which compounded the issues with trying to achieve a driveway slope of
less than 14%.
For these reasons, it is found reasonable to allow a maximum driveway slope up to 20%.
Please feel free to contact Jeanie McConnell at 425-771-0220, ext. 1338 should you have
any questions.
Sincerely,
AX
VIDK. GEIBBERT
CITY ENGINEER
jm
c: Street file
Permit #bld2006O7O2
Incorporated August 11, 1890
-1 Of
w "ll
ALDER ST
CITY OF EDMONDS WATERLINE AS -BUILT
ADDRESSi
706 ALDER ST
CONTRACTOR, HOMEOWNERi
PETERSON CUSTOM HOMES xxxxx
DATE INSPECTEI)i INSPECTED BYi DATE DRAWNi
11-22-2006 1 JH 1 08-06-07
PERMIT
NO, BLD20060702
SCALE,
NTS
DRAWN BY,
J.TRIEU
r
4-
8 go - 199 -1
City of Edmon ' ds,*
RIGHT-OF-WAY CONSTRUCTION
PERMIT Permit N . umber.
Issue Date: —/,;?,-
Address or Vicinity of Construction: - 766 ALOEP, ST
Ty* of Work (be specific): IN STALL U6_, DROP SEE ATTA0496
r) P A i M I k i e-
C. Contractor: L14AHOU-5 ISOPM-de- C A
Mailing Addres�: 533 MArh St
State License#-' _512PEE P— 0XI 101(2LAr
D., Building Permit # (if appli�jble):
A.
B
Contact: 70H AMUE-P-56A)
Phone: 774-5146
Liability Insurance: Bond:$
Side Sewer Permit # (if applicable):
E. 0 ' Commercial E] Subdivision E] City Project [5& Utility (PUD, bTE, WNG, rAgL_�, WATER)
0 Multi -Family El Single Family El Other
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut: 0No G. SizeofCut:7-7.1 x 4! H. Charg(�,$
APPLICANT TO READ ANDSIGN
r
INDEMNITY. Applicant understands and by his signature to this application, agrees t0fo-lditlie City ofEdmonds harmless from in'ur�es,,"ges, or
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made'dkizinst the City qf Edmonds, or, dAyON't .8 ZEments or
employees, including or not limited to the defense ofany legalproceedinga including defense costs, and attorney fees by reason ofgranting thispermit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH
IS COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
Construction drawing of propoied work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Tfaffic Control and Public Safety shall be in accordance with City regulations as required b the City Engineer.
t , ".( y
All street cut ditches shall be patched with asphalt or City approved material prior to the'eind of the working day;
NO EXCEPTIONS.
Ihave read the above statements and understand thepermit requirements and thepink copy of thepermit will be
available o
Signature: Date: Iz- I I - C?S-
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVEDBY: RIGHT OF WAY DEPOSIT
TIME AUTHORIZED: VOID AFTER DAYS .'DISRUPTION FEE/FUND III:
SPECIAL CONDITIONS- RESTORATION FEE:
PERMIT FEE:
COMMENTS:
TOTAL FEE:
RECEIPT FEE:
-41
71
DATE: ISSUED BY:
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Eng. Div. 1994