18324 84TH PL W.PDFIIIIIIIIIIII
8000
18324 84TH PL W
OF
ADDRESS: 647Lk -Pil tj
TAXACCOUNT/PARCEL#: 005'7�cOC)006902,00
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: 11-002,3 DETERMINATION: F] Conditional Waiver F] Study Required XWai.ver
CRITICAL AREAS #: DETERMINATION: Conditional Waiver El Study Required E] Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER - list permit #'s):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE/ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forrns\Jana's Street File Checklist 5-14-08.doc
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
STREET FILE
Name:
Date:
Site Address: ct-
(k)
Plan Check # 0-L -7 P
Project Description: A-dd,
Reduced Site Plan Provided.- E NO) ---[Zoning:
le�_ ro
Map Page:
Corner Lot: (YES / 00 Fla� Lot: (YES /� DO
Critical Areas Determination ff: '2_0 gc22�3
El study Required
V'Waiver
SEPA Determination:
AW-Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist
El APO List with notarized form
Required Setbacks
Street:
Side- ID
AT
Side:
1
RtY
Actual e, rJd t � (,I,,,
Street:
Side:
Side:
Rear:
El Detached Structures:
Rockeries: (� �0�6,� ywd—e,.�(S�rj/
6 r
mAy t4ffocic,� rt Af- r- f-. �6 C C -,
El Fences[Trellises:
0-B9 - Modulation: a:^�Tof\+
a_y_�ws,/Projecting
/10�
19--Stairs/Deck: /,) (,e_,V-of("0f
Height
DatumPoint: Wq�,�,r ,4e, CoV-U—
Datum Elevation: too
Maximum Height Allowed:
APaW ht:
2
Other
Parking Required:
Parking Provided:
Lot Area- k -2- 1
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: A,), vS--e- ck Z
e-v-a L-/e,/,- lm� - I q 9 -qo 3
ADU Created: (YES
LJ
Subdivision: —7—e- r Mac- 2—
f, c
L e-
(Oo�-
Legal Nonconforming Land Use Determination [ssued: (YES 0
" / " A 1=
Comments
JTC( Vk./ L__C"
A-) . �X 9
C, f,66 6!;� A awl
Plan Review By:0-
______7 1 -
Ptanning Data Form 04-11-06.doc
0SIP
RECEIVED
City of Edmonds
DEVELOPMENT SERVICES
COUNTER
Site Classification Worksheet
0 A-1,
V,
1117—C7 19-9 ri
The'project's Classification serves to identify the specific Stormwater Management requirements applicable
to your site. Complete the worksheet below to determine whether your project falls into the classification of
a Large Site, Small Site (Category 1 or Category 2), or a Minor Site.
Stet) 1: Determine the Exempt Impervious Surface Area for your project and enter it on line I of the
table (yellow box).
Step 2: Determine the Replaced Impervious Surface Area for your project and enter it on line 2 of the table
below dividing the total between Exempt and Non -Exempt (orange and blue boxes); either or both may be zero.
Step 3: Determine the New Impervious Surface Area for your project. If a portion of the new.impervious surface
area is also Non-.9xempt Replaced Impervious Surface Area subtract this from the total of the new impervious
surface area. Enter the final value on line 3 of the table below (blue box).
Step 4: Add the values in the Non-exempt column for lines 2 and 3 and enter it into line 4 (green box).
Where does the existing site
El Direct Discharge
runoff discharge?
Supplement
(Check all that apply)
Chapter 2.3
El Edmo.nds Way Basin
El Creek or Lake Basin
See Watershed Map
Figure-13,1!ELout 4
.jg
Line
Type
Area (square Feet)
Impervious surface:
Supplement
1.
Exempt
FE
How much and what type?
Chapter 2.2
xii Non-Exem
Exempt pt
(fill in colored boxes)
&
rim!
See Definitions, Handout pg 9
Figure-C
2.
Replaced ii ;F
Figure-C, Handout pg 7
Examples, Handout pg 10
3.
New z'y
�New (Non-E
1 Total Replaced +New (Non -Exempt)
324
4.
(add numbers in blue boxes)
Land-dist rbing activity area
Supplement
8
sf
See Defini ions, Handout pg 9
Chapter
Grading, Fill or Excavation
s]
Area
Will project convert % acre or
NO
I
more of native vegetation to
YES
lawn or landscaped area?
Proceed to the Proiect Classification Chart (Figure D, pg 8) and use the data collected above to follow
the flow chart and determine the classification of your project.
0 Large Site (Handout E72a) El Small Site (Handout E72b) Minor Site (Handout E72c)
11 rM
Revised on 719110 E72 - Stormwater Management Erosion Control-FSTREET fgeKO&
0-37--i-1 P/1-0 2, 0 / t - 0 -,? - 7 0
-7he City of Edmonds
APPLICATION
for
SIDE SEWER PERAHT
CONSTRUCTION E] REPAIRS E]
OWNER . .......................
ADDRESS .... ............
...................................................................
BASEMENT No . .......................
'%UT No
PFIL
CONTRACT
OR
LEGAL DESCRIPTION: LOT No . ................. ......................... BLOCK NTo . .......................... . . .
NAME OF ADDITION ........ / . . .................................... . ................................ . . ------------
Approved:
DATE ............... ....................... ?
........... By .... ......... ;��-
APPLICATION
City of Edmc:bnds for
SIDE SEWER PERMIT
NEW CONSTRUCTION REPAIRS 0 EASEMENT No . ..........................................
]EaR
cp,yv-v . ............. I ......
Z, . . .....
. .. .. .....
, .........................
CONTRACTOR,7Z-/-V-2 �
....... PERMIT No.—('
...........
LEGAL DESCRIPTION: LOT No. ............... 2 ............................... BLOCK No . .....................................
14AME OF ADDITION ...... . .......................
Approved:
DATE................................................ By ......................................................
1,
CITY OF EDMONDS
Call PRospect 6-1107 when work
C1141C CENTER — WATER -SEWER DEPARTMENT is ready for Inspection. (No Inspec.
SIDE SEWER PERMIT tions Saturday, Sunday or holidays.) N2 3308
ADDRESS ............ 18324 - 84th Place West
...........................................................................................................................................................................................
OWNER ................ C...A& ... Mc ... C.onnachie ................................. CONTRACTOR.... North End Septic T' Co,....
..................................... . ............... .........
Permission is granted ................... impe ... 3.0 ........ for ........................ days to REPArR or CONNECT a side sewer
with City Sewers In accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. I —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 side sewer In street axea. Do not cover any portion of sewer before it has been Inspected.
NOTE No. 2—Obtain full information regaxding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 3—Top, of side sewer must have at least 30 inches coverage at property line and 12 Inches inside property line; minimum grade of 2%.
I , No bends in grade sharper than 1/s will be permitted.
N No. 4—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. S—It Is unlawful to alter or do auy other work than Is provided for In the permit, or to do any work on the main sewer orr Its appur-
tenances except to insert the pipe into the wye.
NOTICE:
-N'o ... warranty OT a ' 'Ut-U-1- Y.... ached
The information shown on the att
map(s) was compiled for use by the City Of
Edmonds/ its Employees and Consultants.
Th.e City of �Edm.qnds does not - wa rra nt ti 11�_
accura y of anything set for.th on t hese
Map(�_). Any person or entity -requesting a
copy should conduct an independent
-ation shown on
inquiry regarding the inform t limited to
_tFe -map(s), including, but no
th-e lociation of any sewer stub shown. Such
sewer stubs may or may not exist and may
or may not exist at the location shown.
Neither the City of Edmo'nds nor its
empl-o-yee-s o-r office-rs -sh-a-1.1 be 11a.b-'Fe for the
information given on this map(s), nor for
tation provided based
any one represen
upon said map(s).
i
IVED BY PLANN ING
L
@__ oq7A*!� IT-15K
6).;z p6e4p1JpU_,5tT_0,5
ALL EXPOSED SURFAG.,---.S lu
BE C014ERED INITHIN 2 DAYS
Zone A - I a Comer Flag
Setbacks EL(g�red Actual *- aRtfa'--,
Front C-
Sidesiv/5,. _10 J(0
Rear w ZZ)
Other
Be
7_5'
L A
S(:::;� rz. 4;� WA�-r
,APPHOVED AS NOTED
—BY ENUffiERING
Pat,:
-ro C4 t-(
��g_m pv-md
/r- � -1—d CtJ'-r,�6WrX_
NWgn*g in t WrOval process "Ibe
'"r4W 8r54FoVw"w1n# or perinj" the
maintca"m of an
nowworating or y mm py exi
.. buil
or Site CID"tion whic is outside the Of the
g:� Q'I"41[ication, rmegardWiewa of mch
sitee pl�m 0 dra i or condition is on tk
Such buflding,
condition may be the subject of a separate or
enforcement action.-
JV_61.10-n Zle,41 AAM� &v%+�-bl W\xas(j(f,6'-(*
tvi�-Vaklfd -fee G�y 4��(n"5 St"&Ad
DC�W�5 0�tOLCMJI,
ON TR4 t
EROSION . 7 OR Is C NVA ) tb 0y, 0 scvJ*e
rtykrtS 0, GQPM&+e, TWmi_-K
A&D S/st E FOR
C P A 2-0 f/ - 0 (.0 2,3
f=KCJF.(::,T I:PATA 4/14/:2011
SITE ADDRE55: 2� - 84TH
15524 H PLACE �NE5T EDMONi;)5 Y4A ciaO26
OleNNER NAME: CHR15TOPHER AND CAROL EARL5
CURRENT ADDRE55: 5AME AS ABO\/E
TELEPHONE: 425-252-3cq4ry
A55E55OR'5 PARCEL No. - 0054167000000200 ZONIN6: R5 12
LE&AL TER MAR BLK 000 D-00 - LOT 2 T51"22-1, R 04, SEC 18, a NY4
COUNTY: SNOHOMISH JUR15DICTION: CITY OF EDMOND5
__V B -UFANCY:
R3 / U (6ARA6E/CARPOpT)
a
fROJECT 1:;Z5CRIPTION: NEN 5IN(5LE STORY ADDITION TO SIDE OF HOUSE FOR YNIALK-IN CLOSET,
ENLAR6F_ STUDY AND ENLAR E MASTE 54TW wrru mr-tm rnitm i x\,
vt"vi :pmL.1Y-X_-M, NMM I UB, AND
RELOCATE MODI Y CLOSETS.
FROJEr.,T AREA so FT
HEIGHT LIMIT CALCULATION
LIVIN& SPACE NEN EX15TIN6 TOTAL
REF. DATUI-4 LOCATION: INATER METER LID
FIR5T FL
255
11r4
=6.2
5ECOND FL
qq3
REF. I�)ATIJM BA5E ELEVATION 100.00
AVERA6E 6RADE (5EE CALC) q6.ql
LIV.5F.TOTAL
255
.2%-7
3255
MAXIMUM HE16HT LIMIT IN FT .25.00
6ARAOFE
540
540
MAXIMUM HEI67HT'ELE\/ATION 12i.ql
DECK
251
251
PROPOSED H16HE5T ELEVATION
COV PORCH
22
.22
AVE 6RADE CAL(L: NE q7.05, NN cI3.53
I
5N f15-55, SE cT5.6& = 357.65 TOTAL / 4 %.ci`125
M15C. TOTAL 543 543
LOT (rOVERAGE
50 FT
LOT AREA
1.2,040
MAX PERCENT C,0\11��&F_
35%
MAX COVERA6E AREA
4,214
PROP05ED C-OVERA6E
3,105
FROP05ED FERCE�TA6E
25.1q%
LOT rALr, NEN
EX15TIN&
TOTAL
HOUSE
.255
1C114
2.26.2
.6ARA61H
540
540
IDEr,l<
281
251
[!��V_
POF';ZCH
2.2
22
IMPERVIOUS SUFZFAr-r=
ASEC 200cl ZONE 1 - CHAPTER &
HEAT SY5TEM: EX. 6A5 FORCED AIR
CHAPTER 6 PRE!50RIPTI\./E TABLE 6 - 1 OPTION 11
VERTICAL 6L- 0.32
MAX <SL 016
N/A
OVERHD &L 0.50
DOOR MIN U:
0_20
OEILIN6 R-4q or R-35 ADV
VAULT
R-35
V4ALL R-21
OR.
R-21
FLOOR R-30 _[SEBLEL
ED6E
R-10
CHAPTER & (5LAZIN6 CALCULA-nON
HEATED FLOOR AREA
255.0
FROP05ED (5LA= AREA
4:2.5
250/6 ALL0104W PROP05ED:
14.1016
eO FT IMPERV. AREA POST I-" PFZF= I-" _rtn1r.&1
MAX PERCENT COVF-FA6r=
N/A
MAX COVERA&E AREA
PROP05ED COVEf;ZA6E AFZEA
4,q43
PROP05ED FERrENTA<5E
41.1016
[ARE EAVE5 AE30VE EARTH INCLUDED?
YE5
HOU5E/6ARA6E
3.24
3140
3464
FORCH/EAVE5
INCL. ABV
PATIO/kNALK5
_m
III
IDRIVE�NAY
-
-702
—
'702
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