18804 92ND AVE W.PDFiiiiiiii lill
8854
18804 92ND AVE W
Applicant snall repair1replace all damage to P
utilities or frontage improvements in City AND NSPECTM REQUIRED'
7491:11L-W-Way r 4 standards that is caused EXISTING MH
or occu�s during tWp-em"d pfalect - —T- 94. 0 V M, R. R / C 1w, TW' ( j N� 3
Lo
.98 EHQ81(1)!v
NG STO E PERVIOUS DECK
J)
78 15' pf
L
8
.0
A F* 'FAIG
to Ad EXPOSED SU9 -E B
30' BE COVERED VIATHIN 'I
6
EXISTING R
00 —247-1-SF
e .4 (141177�) ew clu ts
NEW GARAGE *Mn Tft Sips s&,,e -
5 SF SCAAMe-0 L, F "
EXISTING C 66' Pas Mevu .5-r
MP�1ZUUj%L,5 tA?JOM L4ae
c 'ILI Ato Avoaovw ev PLwmm WOE.
Dje 7i, 9637z
EXISTING S.S. Easement
PAVED WALK
IN 168 SF do 97.52 9.38
EXISTING
DRIVqWAY Cj
2' 04
-IDO--_ EXISTING CB 56 SF N
----�IATIM 10INT NEW DR
z 324 SIF
0
0 r3l —
100.00 164'
I-Tm oaivcvv4y *AvT* ftiLA T*zr=-U�%L (n 0411E
92nd AVE W. is p&O.SACe"r -re r"e %Top-e-r 90ftA- NOT'SXCESO -&0'
1973 Construction
Existing residence: 2471sf
Existing driveway: 567sf
Existing front walk: 168sf
Exish ig steiage"?Osf-
Proposed Construction
Garage 545 SF
12el
ort,(W pja&_E
Zone Mly� �-L
Setback Required
Actual,
Front Ls:—
)-<-
SidesSf ri (dlc> -
L>-o
Rear c:> -
Offier
he
�i�t
Site Classification
1. Nonregulated construction 3284sf
2. Replaced 0
3. New (Post 1977) a6ftf 9W
4. Total Regulated Impervious Area Msf jq 7 SC
5. Area Mitigated by Existing 0
Stormwater Management System
6. Regulated Area Not Yet Mitigated AMsf ?4/7 .19C
7. Area proposed to be mitigated by
low impact development
techniques N/A
8. Area proposed to be mitigated
through conventional
SVVIVI techniques N/A
AWMOVED V, �-�;-A-NNING
7*1'
0
LotArea: 12,091sf 20'
[ 04- Co Uel q v = 'z S J.C&
Height Caics RECEIVED
A. 97.93'
B. 96.57' 6 2011
C. 97.3 1' @lUILL)ING VEPARTMEN71
D. 98.74' C!TV nF
Avg. Grade = (A+B+C+D)/4 = 97.64'
Actual = 119.49'
Maximum = Avg.+25'= 122.64'
Datum = 100.00
N.W. Corner of CB Gratin,,
STREFT ILE
Rt.vISIONS
�- --1— C)
W W N
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00
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= CD "9
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0025
Fn � W
PLOT PLAN
DATE 09.21.2010
SCALE 1 "=20'
DRAWN FJD
JOB # 2010-1
SHEET
C
City of Edmonds A OV EDV 0
Site Classification Worksheet
Page 1 of 2 11c,
The project's Site Classification will dictate the specific stormwater management
requirements applicable to your site. Completing this worksheet will help determine the amount of
regulated impervious surface and whether your project falls into the classification of a Small Site
(Category I or Category 2), or a Nflnor Site. Please reference the Glossm (pp. 10- 11), Figures D and
E, (12p. 8-9), and Examples (pp. 12-13), to assist with comRIetion of this worksheet.
1) Is Permeable Pavement' Proposed For Use on this Site? El Yes [:1 No
Refer to Stormwater Supplement Chapter 5.1
If YES, the subject area is to be considered impervious for initial site classification purposes. Include total
permeable pavement area in the calculation of Non -Regulated, Replaced and/or New impervious surface
areas in the table below.
2) Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site
Refer to Stormwater Supplement Chapter 2 and Fig. C I
Line 1: Identify the Non -Regulated Impervious Surface Area.
Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exempt and -Regulated; either or both
may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt
under certain conditions. Refer to the Glossary and Figure D.
Line 3: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or
after the date of annexation into the City are regulated & should be included in this total unless they can be
categorized separately as a Replaced -Regulated area.
Line 4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas.
Line 5: Identify the total area currently mitigated by an existing city -approved stormwater management system.
Line 6: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which
stormwater controls have not yet been applied.
Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques.
Line 8: Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques.
** Provide a copy of the following table on the drainage plan sheet for the proposed project
Line
Type
Area (square feet)
Non -Regulated
e:oA
f"v
Exempt Regulaied
2. Replaced
3. New (Post 1977)
+
icf
4. Total Regulated Impervious Area
Mitigation required if in excess of 2000sf
5. Total Area Mitigated by Existing Stormwater Management System(s)
��Ilzl;__;,�* IL71y" 7_=�1111721;1=.
i;2
9
6. Regulated Area Not Yet Mitigated
7.
Area Proposed to be Mitigated by Low Impact Development Techniques
8.
Area Proposed to be Mitigated through Conventional SWM Techniques
IVYA
I (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone)
Revised on 4121111 E72-SWALErosion—Contro104.21. 11-FINAL
VREE7 FILE
IVAM;4�
Page.Wl 6 2011
BUILDING DEPARTIM-,11
C47'Y OF EDMONDS
City of Edmonds
Site Classification Worksheet
Page 2 of 2
OV EbAf
4
3) Determine the Total Area of Land Disturbing Activity sf
Refer to Stormwater Supplement Chapter 8
4) Determine the Quantity of Grading, Fill and/or Excavation -4-4---cy
5) Will the project convert 3/4 Acre or More of Native Vegetation to Lawn or El Yes gNo
Landscaped Area?
6) Identify the Watershed the Existing Site Runoff Discharges to
Refer to Stormwater Supplement Chapter 2.3 F-f'u �-c 0 P, L4E
Based on Site Location and Watershed Map — Figure-C. Check all that apply.
A. n Direct Discharge B. n Creek or Lake Basin
c Edmonds Way Basin
o Puget Sound Basin
Ei Puget Sound Piped Basin
DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE
AND THE PROJECT CLASSIFICATION CHART (Figure B, pg 4)
11 Small Site - Category 1 El Small Site - Category 2 .12*4inor Site
Stormwater Supplement Stormwater Supplement Stormwater Supplement
Chapter 5 Chapter 5 Chapter 6
Revised on 41'21111 E72-SWAf_Erosion_Coiilrol--04.21. 11-FINAL Page 6 of 13
PLANNING *DATA
SINGLE FAMILY RESIDENTIAL
=FILE
Name: T -, 5�� D
Date: I D-�-Jt
Site Address: \/j
Tax Parcel 06 5-66'Ro o o0b i (D
Project Description:
Plan Check #:
Reduced Site Plan Provided: (X��S NO)
Zoning: >
Map Page:
Corner Lot: (YES
Flag Lot: (YES
Critical Areas Determination#, cl-�A;)-0iio095-
El Study Required
&-Waiver
SEPA Determination:
fg�'Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 13 Checklist 0 APO List with notarized form
Required Setbacks
Street:
Side:
Side:
Rear:
Actual Setbacks
Street:
Side:
Side:
Rear:
El Detached Structures:
Rockeries:
Fences/Trellises:
El Bay Windows/Projecting Modulation:
Stairs/Deck:
Height
Datum Point: � \" �0' 5
Datum Elevation:
Maximum Height Allowed: Ll
Actual Height:
Other
Parking Required:
Parking Provided:
Lot Area:
Maximum Lot Coverage: 35% Proposed:
-E>. .51P ii�
Lot Coverage Calculations: -7 ) + 0,1-75 S
ADU Created: (YES
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES 1 19
Comments
Plan Review By:
Planning Data Form 07-1+09.doc
NOTE
1. AVG EXISTING GRADE El 96.80
2. UNDERSIDE OF EXISTING FOOTING =
EL 35.195. NEW FOOTINGS SHALL
MATCH [L.
3. EL AT STREET LEVEL = EL 100.00±
4. ALLOW 1' ON EITHER 50E OF STRIP
FOOTING.
5. SLOP[ ON FTG EX IS 1:1.
O. EXIST GARAGE SLAB = EL 96.157±
7. 80T OF EX FOR NEW GARAGE SLAB.
= EXIST SLAB MINUS 8 INCHES, = EL
95.657
8. TOTAL EX THIS JOB = 38 CY.
FACE OF HOUSE
FACE OF HOUSE |
� |
—'�----------^
----------- ------
jok
--------- | �VJ|
TOP OFEXIST CB
EL 96.157
5T C8
100.00
�
Y
�
|
EX FOR NEW FOOTINGS
22 CY
ncmymws
E
�
EX FOR
NEW DRIVEWAY
4 CY PRELIM
EXCAVATION
CALCS
DRAWN FJD
RECEIVED JOB # 2010-2
J"��
� �=D� /°r �w�� ~^^'
12' �� M #���-K-. !! /! �K—Q-- " ^'
' ' n� " " --' ---�
BUILDING DEPARTMENT |
C1TY OF EDMONDn �
'+ �, T
REVISIONS
OTINGS �- o
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PREUM
EXCAVATION
CALCS
DATE 09.21.2010
SCALE
RECEIVED
DRAWN FJD
JOB # 2010-2
16 2011
SHEET
SK-2
13UILDING DEPARTMENT
CITY OF EDMONDS
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w A� y ^- ,,4 e v -a-( w', I ( po- a 41 t44P et 4 0, ol
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22-141 50 SHEETS
22-142 100 SHEETS
22-144 200 SHEETS
-zz o c V.
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44
&-,� S,." tje-e4
a q -0-40-lk d� 4a 43 poJ4 av er a 4yo, ak-e
(p, 3S " 4- 0
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RECEIVED
,�q 16 2011
LLEVATIor4 Lof4l/- 1-04er !!�'o ky� A BUILDING DEPARTMENT
C4TY OF EDMONDS
AA r. es �i
#P20
Critical Areas Checklist. CA File No: kk -
Site Information (soils/ topography/hydrology/vegetation)
1. Site Address/Location: 19 (?��6 � (q -L P�� A kt -f- &),S4
2. Property Tax Account Number: 0 0 �5' A 6 0 0 0 00 10 C>
3. Approximate Site Size (acres or square feet): 1-2, lgo
4. Is this site currently developed?
L-,yes; no.
If yes; how is site developed? IS td,4`1 c, 7" 1&,',
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).
ffilly: 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 fl.= 33-feet).
Other (please describe):
S. Site contains areas of year-round standing water: Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8. Site is in the floodway do floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
AL� Flows are seasonal? - (What time of year?
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site: 4L -
--For City Staff Use Only M 1:9 JRCX, SS Y
1 Plan Check Number, if applicable? NIA
2. Site is Zoned? 915- ko
3. SCS mapped soil type(s)? G - 157. _oXage
4. Critical Areas inventory or C.A. map indicates Critical Area on site? _410
5. Site within designated earth subsidence landslide hazard area? Ala -
SITE DETERMINATION
-STUDY REQUIRED WAIVER
Reviewed bv: z�1�11�_ �_" Date:
Revised on 9114110 P20 - Critical Areas Checklist Page 2 of 2
_Ulm 0
JVP2
0 ED 1&0
A.
A K",
City of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
9 ri
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 staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Ch ' ecklist should be easily
available from observations of the site or data available at
City Hall (Critical areas inventories, maps,' or soil
surveys).
Date Received: 1SZXZ4N
City Receipt #:
Critical Areas File
Critical Areas Checklist Fee: $156.00
L Date Mailed to Applicant:
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 form 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, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information ftu-nished 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
+121.
knowledge and that I am authorized to file i application on the behalf of the owner as listed below.
DATE 2-
SIGNATURE OF APPLIcANT/AGENT
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 postmi�,
,�dant to this application.
SIGNATURE OF OWNER -DATE
t
Owner/Applicant:
72�
C)r_w
Name
Street Address
L d 14-10^J5 W A
city State zip
Telephone: -42-5-- 774 —'2-7 Z4
Applicant Representative:
Name
Street Address
city State zip
Telephone:
Email address (optional): Email Address (optional):
1-� 10
Revised on 9114110 P20 - Critical Areas Checklist
Page I of 2
NOTICE:
-Nkn VA
... or—acr Y.
The information 'shown on the attached
map(s) was com . piled for use by the City Of
Edmonds/ its Empl.oyees and Consultants.
Th,.e City of 'Edrn.onds does. not . warrant the
accuracy of anything set for.th on t. ' hese
M . Any person or entity -requesting a
P (S� independent
hould conduct an
COPY S
inquiry regarding the infOrmation shown- or
-tF�� -map(s), including, but not limited to,
n of any sewer stub shown. Suc
the lotatio
sewer stubs may or may- not e.xist and may
or may not exist at the location shown.
Neither the city of Edmoinals nor its
empl-o-yee-s o-r office-rs -sh-al-1 be 1--ia-b-ILe for the
information given on this map(5), nor for
any one representation provided based
upon said map(s).
LI-1
APPLICATION
for
The City of Edmonds t'% SIDE SEWER PERMT
EASEMENT No . ................................
NEW CONSTRUCTION0 REPAIRS 0 ..........
L
OWNER *VSUL. FRITZ.
.. ........................................................................................................... CONTRACTOR ERMI
OMW EER - .9Z., VASTP T No . ......................
ADDR, ............ -T I
ESS- ..... NNlF-NUF-.-..-WF-S LEGAL DESCRIPTION: LOT No . ....... ...................................... BDOCK No . ............................................
HElebHT-S t-4UMeER lk��
.. .................................................................. . .................
011mrap)
0
Approve(
L-- DATE ...
.................
CITY OF EDMONDS - SIDE SEWER PERMIT
WATER -SEWER DEPARTMENT
PERMIT
Call.7-76-11.07 for side sewer Inspections BEFORE covering any portion of the construction.i
Insp ction will be provided within 24 hours after request. NO Sat., Sun., or holiday Inspections./
ADDRESS LOCATION OF CONSTRUCTION
PROPERTY LEGAL DESCRIPTION ................
................................................................ OWNER AND/OR BUILDER
CONTRACTOR'S NAME & ADDRESS .............. ......
Permission Is granted ............................. .............................. 19..: ...... for repair and/or connection of a side sewer to the city sanitary sewer
system in accordance with City of Edmonds ordinances.
'MON IS CALLED TO THE FOLLOWING:
N No. 1—The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct
I--, side sewer in street area. Do not cover any portion of sewer before It has been inspected.
NOTE No. 2—All work Performed in city right-of-way requires an Invasion of R.Ight-of-Way Permit obtainable from the City Engineer's office.
NOTE No. 3—Obtain full Information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 4—Top, of side sewer must have at least 30 inches coverage at property line and 12 inches Inside property line; minimum grade of 2%. No
sharper than 'A will be permitted. bends In grade
NOTE No. 5—Trenches In street must be water settled and surface of street restored to original condition. Contractors shall 'be responsible for failure due to Improper
work which may develop within one year of completion.
NOTE) No. 6—It is unlawful to alter or do any other work than Is provided for In the permit, or to do any work on the main sewer or Its appurtenances except to in-
sert the pipe Into the wye.
DISAPPROVED E) Date By ........ Date ......... ........................ By ................ Date .............................. By..
...... ..............
APPROVED NQ D
-140111*406-�� ..........................................................................
atet .......
Remarks:
............... ..................................................... ................................................................................ ............................................... I ........................................................
BOTH Pe it Copies MUST Be Signe&By Owner of Firm Performing Construction PRIOR To Request For Inspection
'F"Irm , 'forming Constru . ctio . n hereby certify that the side sewer installation constructed under this permit
,A* Istalled. in accordance with all, bverning ordinances of the City of Edmonds.
Dated this...,/..oz
...day of .. . ... ... ..... P ......... .... ............................ 19-7-3
V -,/ Check BEFORE you dig for: Water F
], Gas E], Telephone Power 0, Sewer E], other E3 j V
/M94 qgAtr- W. V-*tAV&)t>S.
q,? A\lv,- . W.
JIMED-Z
a
I
LF .*
off 610
E
- 92nd AVE W.
REVISIONS BY
EXISTING CB
TOP EL 94.40'
INV EL 92.88
Cowveypt-3ce Symem T*a
6*0 SCHED 80 PLAT
PVC PIPE
7, c N CT
Uj U) 04
>4VO NT. FDN DRAIN. 0 co
z GO)
W Lu <
EXISTING CB
TOP EL 96.16 W C6
TO BE REMOVED NEW CH at a 0
TOP EL �9F.40 (L9z
INV EL .40 080
x 002
00 0
Lu
[NJ
z
164'
-ro-rm- Po's-v IR-11
0
qPL4-7 Sp
lolvh i
,J�sM 6rre 9LjW POte
qe�pAt
2 0'
'177 FILE
,DRAINAGE PLAN
DATE
SCALE
1"=20'
RECEIVE4D
'—DR A W--N
F J D
2011
'JOB # 2010-1
SHEET
BUILD'ING DEPARTMEN'
C-2
aTy OF EEDVOWDS
.