22423 98TH AVE W.PDFlill lill lill
9707
22423 98TH AVE W
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER -e�eL
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS: -0011w DETERMINATION: 0 Conditional Waiver E]StudyRequired kaiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS(OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT Dk
SIDE SEWER PERMIT(S)
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
LATEMP\DSrs\Fomis\Street File Checklist.doc
69P43- TV--,e- 4�,eJ
U)
uj
3:
Lu
z
Lu
97 99
ELEC'rdLE
T----------
EXIST. DRIVEWAY
��NOVED
TO BE RE
A 8,
98'
EXIST. DRIVEWAY
I
EMST.WM NEW P.
EXIST. coNc.
97
ZONE � Rc;s — 13
SETBACKS.,
FRO
SIDE ;:i.c-'
REA -_ -
OTHER
HFJGHT
Lin
—MAX- 30' EAVE
NEWP"EDWAJJ( _o'M.P0.lT 6 SHEII INTOSETBArK
(EX ST. PAMG TO 1.
BE REMOVED) 91. 77'
T71: __)B
rr
-Z�" B 03,
- — — — — — — — — — — — — —
0
GARAGE a
r -----
EXISTING
ONE-STORY
RESIDENCE
1550.25 sf
NEWPAVERS I
—71
L _DS
III MIN
;—M
Till,
2e� F_
............. ..... ....... I ........
C ge --- — — — - — — — —
T_
15 FRONRYARD
QSITE& DRAINAGE PLAN
s &
-5 NORTH
5y nNT
Q? 137.50 Sf
FFL=101.0'
PAVED LAN NO
102
CCAC.
LANf)0NG
D 102
................. ........... — — — — — — — — — — —
R -1Z C �7 � V, 77 D
k-, � 3 0 0�'_ j R
BUILDING DEPT.
le'loltz
SITE DATA:
LEGAL 0 SCRIPTION:
THE NORTH HALF OF THE FOLLOWING DESCRIBED TRACT:
THE ST 105 FEET OF TRACT TWELVE. AND THE WEST 195 FEET OF THE
NORTH ONE ACRE OF TRACT ELEVEN;
EXCEPT ME NORTH 210 FEET OF SAID TRACT TWELVE, POURTNERS
HOMESTEAD PLAT. ACCORDING TO FLAT THEREOF RECORDED IN VOLUME I
OF PLATS. PAGE 97. RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN TH E COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
TAX ASSESSORS ACCOUNT NO: W4507012=12
LOT �' 14.7" SF
LOT COVERAGE (BUILDING PAD & EAVES):
EXISTING ROOF ARE)c 1864 SF
PROPOSED ADDRIQ 6 2L 2579 SF
P LEA
T Cip
V&
M�
TOTAL 1`— 7
LOT SLOPE. �
HTGNT CALCULATIONS:
A 9
8.96
C. Iw
D- 102
AVERAGE GRADE -10025
ELEVATIO ATRIDGE-116.00
PROPOSE BUILDING HEIGHT - 15.75
MAXIMUM BUILDING HEIGHT ALLOWED - 26
IMPERVIOUS SURFACE
EXISTING BUILDING ROOF OUTLNE' ISIHSIF
PROPOSED ADDITION ROOF OUTUNE: 2579 SF
NEW NORTH PATH: 139 SF
NEWWESTP TH� INISF
COURTYARD PATIO: 132 SF
fgWWgkS AREW ;50
15'
REARYARD
EROSION CONTROL AND
CLEARMOA DGRADMONOTES:
1. THE AREA TO BE CLEARED AND GRADED
MUST BE FLAGGED AND THEN INSPECTED
BY THE CLEARING AND GRADING
INS ECTOR PRIOR TO BEGINNING ANY
WORl< ON THE SITE,
2. CLEARING SHALL BE LIMITED TO AREA
OF CONSTRUCTION ACTIVITY. DURN G THE
WE r WEATHER SEASON (NOV 1 THROUGH
APRIL 30) T E TIME OF DISTURBED SOL
EXPOSURE SH NOT EXCEED 24 HOURS.
MOM MAY I TO OCT 31 TH TIME OF
EXPO URE SHALL NOTSEMORETHAN 5
DA S. COVER EXPOSED SOLATTHE END
OFTHECONSTRU TIONWEEKANDATTHE
THREAT OF FWN.
3.TOREDUCEPOFTE IAILFORMOSION
OF EXPOSED SOLS. ORWH RAINY
SEASON CONSTRUCTION IS PERMUTED.
THE FOLLOWING IS REOUIRED:
PRE RVE NATURAL VEGETATION FOR AS
LO GAS POSSIBLE.
PER INSPECTOR AND AS REQUIRED,
COVER EXPOSED SOIL WITH PLASTIC.
S L LOOSE SURFACE SOL AT NIGHT BY
COMPA TING.
:NSTALL CATCH BASIN PROTECTION OR
NSERTAS REQUIRED BY INS ECTOROR
PERMIT ONDITIONSOFAIRPROVAL
INSTALL SEDIMENT POND FOR
COLLECTI N OF EFFLUENT MGM
EXPOSEDAGG GATE SURFACES WHEN
APPLICABLE
17)
LLI
3:
Lu
z
LLJ
EXIST.
N PAVEDWALX
ELECT
PAVING TO
BE REMOVED)
TEollSaT=
A W
---------
V
FGARAGE
EXIST. WM NEW PAVERS —
EXIST. CONC. F
97
r----
j
is. wEXISTING
ONE-STORY
l. I RESIDENCE
1550.25st
101 102 103
IWO SETBACK
To :WC=
191.7r
,76W — — — — — — — —
— — — — — — — — — — — —
=PAVERS I
U-1010
CONC.
4
L
. ............. .......
90
tUFACINTYMM
),VF IV NWO N7�5. NORTH
mw-�-
Smm--
FRONT q,
SIDE
REAR.1 l5iI'
OTHER
HEIGHT.
RECEIVED
APR 3 0 N32
BUILDING DEPT.
le'llo Iff
37.50 1 \ 1 72
FL=101.(Ur
PAVED LAFNNG
LC
DIOA
— — — — — — — — — — —
I IN 1.2
SITE DATA:
LEGAL DESCRIPTIM
EROSION CONTROL AND
CLEARING MV GRADING TM
THE NORTH HALF OF THE FOLLOWING DESCRIBED TRACT:
THE WEST 195 FEET OF TRACT TWELVF- ANO THE WEST 195 FEET OF THE
1. THE AREA TO BE CLEMED AND GRADED
NORTH ONE ACRE OF TRACT ELEVEN:
MUST BE FLAGGED AND THEN INSPECTED
BY THE CLEARING AND GRADING
EXCEPT THE NORTH 210 FEET OF SAM TRACT TWELVE FOURTNE"
INSPECTOR PRIOR To BEGINNING ANY
HOMESTEAD PLAT, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME I
WOW ON THE SITE
OF PLATS. PAGE 97. RECORDS OF SNOHOMISH COUNTY, WASHINGTON
2. CLEARING SHALL BE LIMITED TO AREA
SITUATE IN THE COUNTY OF SNOHOMISH. STATE OF WASHINGTON.
OF CONSTRUCTION ACTIVITY. DURING THE
WET WEATHER SEASON (NOV I THROUGH
A,PRL 30) THE TIME OF DISTURBED SOL
TAX ASSESSORS ACCOUNT NO: 004507012OW02
EXPOSURE SMALL NOT EXCEED 24 HOURS.
FROM MAY I TO OCT 31 TH TIME OF
EXPOSURE SHALL NOT BE MORE THAN 5
LOT AREA 14, SF
DAYS. COVER EXPOSED SOL AT TH END
LOT COVERAGE (BUILDING PAD & EAVES):
OF THE CONSTRUCTION WEEK AND AT THE
EXISTING ROOF AREAL lam SF
THREAT OF RAIN.
d0&—JffiWfClO�) �35% ALLOWED
3. TO REDUCE PUTE FOR EROSION
OF EXPOSED SOILS. ORWHEN RAM
SEASON CONSTRUCTION 13 PERMITTED.
Lar SLOPE- 3%
THE FOLLOW040 IS REOUIRED:
PRESERVE NATURAL VEGETATION FOR AS
CALCULATIMM'
LONG AS POSSIBLE.
TONY
A W
PER INSPECTOR AND AS REQUIRED.
0. 0
COVER EXPOSED SOL WITH PLASTIC
C. 1.
SEAL LOOSE SURFACE SOL AT NIGHT 8
D- IM
COMPACTNG,
AVERAGE 0 E - IOD2W
INSTALL CATCH BASIN PROTECTION OR
ELEVATION AT FOW
INSERT AS REOUIRED By INSPECTOR OR
;ElI&OO
PROPOSED BUILIANO GHT 15.7V
PERMITCONDITION OFAPPROVAL
MAXIMUM BUILDING HEIGHT ALLOWED - W
INSTALL SEDIMENT POND FOR
COLLECTION OF EFFLUENT FROM
EXPOSED AGGREGATE SURFACES WHEN
I MPERVtOUS SURFACE CALCULATM&
APPLICABLE.
MRSM n 0 IN Olt � ROOF OUTLINE: IM OF
PROPOSED ADDITION ROOF OUTILW. 2579 SF
NEW NORTH PATH T31 SF
NEWWESTPATH; 140 OF
"T
COURTYARD PATIO, 132 SIF
R T F I L E
PLANNING DATA
NAME: Ls s DATE: 26 - 115 - 0 1
SITEADDRESS: QgLLIIR5�� QA-M A4!R-LA-') - -PLAN CHK#: 0 A- i Gi L4
PROJECT DESCRIPTION: &M%-rtor-1>
REDUCED SITE PLAN PROVIDED?:& A-oj� N-Flr=
MAP PAGE: t Q Lf CORNER LOT: (Yes Q FLAG LOT: (Yes &@�
ZONING: Wa- ID.- CRITICAL AREAS DETERMINATION MCA - 0:)
Q Studv Reauired:
J@ Waiver
L3 Conditional Waiver
SEPA DETERMINATION:
U Fee
0 Checklist
U APO list w/ notarized form
,&eedpetd for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
xem
SETBACKS:
Required Setbacks:
Street:av5� Left Side: -7 Right Side:_ Rear:
Actual Setbacks: -;lq-0A&r02&
Street' 14 ' Left Side:-7 Right Side: q CR 5 Rear:
Street map checked for additional setback required? (Yes No &2W&
U DETACHED STRUCTURES:
U ROCKERIES:
U FENCES/TRELLISES:
L3 BAY WINDOWS / PROJECTING MODULATION:
El STAIRS/ DECKS:
PARKING: Required: '�- Actual: 2-
LOT AREA: I q 1 -1 14U hr
LOT COVERAUE: I k
Ca I c u I ati ons: 1=. Y I 1.mo-r I -4= -i-
BUILDING HEIGHT: kA C,� tory tA�o - w3a-nop Tb I co"
Datum Point: I rtj,-� - — � - � i % h . - - - Datum Elevation: —
Maximum
A.D.U. CREA
SUBDIVISION:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: ()Le�
OTHER:
Plan Review
4- (Pq -�� 4.� P
NewBPPIanningDataForrn.D0C
DA Zone J S.E. 1/4, SEC. 25 TUN, R.3 E.W.M. 104
918 21804 80 21807 V8 R1807 21801p Z1802 218 "" PL. 201 2190L dis
44 21005 1%'7 21810
1108 W &
qf(p 218)2 2 19 17 PJ814 2JB19 Z1816 oil t 812 2J811 21805
— 110 916 E 2 Valz
21623 21924 J810 leis alve 019 21818
1136 m 21820 21821 2:1822 K
ir- 1 21821
2 2 z 13 Z1835' 21626 2,927 21, FIR21 21922
12192,q 21829 ZJ926 21825 '02s
1131 v F 8 275
219M ST 1 2,1900 9 15 1901 21832
eig/O 21911 21900
PJa2l 21623 219
21920 910 19A9
121919 219/2 m ,121920/2,923 21915'
-- Aft k[926- ;;� - ------ 7--
01 all- - -- 16
Q 192Y
01 CO ce SZ I E p;
01
P
1139
220rid ST. s-W 22o IN NY. w
0
E14
I 3i WESTApro
oil EL
g2oW pols 82014
014 1�014JNO 14
0 17
19 — 220M 22M j 017 220 2a
221 C6 IL *21 F2097 ?2030 20.27 VZO —
AUM - 32 220as
223 03 22104 22103 20 — 161 —
4 22039 22102 16 1 it 108 22 1 or.
a, u0m 01, 22JIS 2211 22109 221 221 -- 2109
F200 gil to nillil 22114
AU2 31
651 164 ?21 22122 29(21 117 22122 123
OD 22120 22129 22130 131
X2210 10 14 03
22206 92205 221" 22204
I or, I -
1237 wo 21214 NIKI 22214 222
19 22216 12216 22208 ;jgOq 0g, MW Z2213
1251 Joe
S— 22223 222. r-a—an ?22,21
12224. N"'t 222AZ 22228 22297
rz 59 ZZZ21 122ma Z22 — — —7-0 222ZI 22220
lip
_;22�
222,_
1222 22216
2.41
22361
4.31
2011, 22361 Z2 —
1320 2Z303 2 303 306 AM02 22
*0 IU 23' F304 — !3 3 22306
223 -4 22311 96 23 nyll . 01739 0 q 4 -zz3O9
14 9110 09 "07 22714 22311 it
07 -- Z23 29
223
22320 z .3 in 22311 i(o 12
M" 29115 14 Lwu J7 2J3 22319 011o 22317 —
Is 22YU -
23 2 3 2231.7
2 4. 32.0 4C t In
4 3 316
23
S.W. 224 7"v ST S. W.
L'.... 1 1004 1-1 - - I f I F 1 9 1 1 - I a f7.2-41 I w I I -I� -I -in L71
r2429 4242--�4
431
=472
MZ3
?242
439
�Msl
R
22509
2 ,
22s Is
�41
w
22521
44
2ZS31
i7�
06
MOT
a
6 PL.
w
iu
X IQ
227402
70/
227/0
7. PL.
22
.w.
w.
S.W.
712
K
z
%
11
227A
it
—
U727
22806
2zoll
cy.
0,
ZZOISI
L. W.
ia
4
%,
00
01
2mv 22420 z2421 22420 1
22507 Z2506 22507 225or.
Ds — 22 S'
22510 22511 22510 25H SID
�O — —12,516 22 4 Z?5213
ZZIF14 —W16- 22
22517 22578 22519 Z2516 2�177 22-5/8
22(.122(-1 2UO4
22605' 22404 07 05 294-Y 226,04
2261f 22608 221;hs 22609 ZZ&OS I
- --% 2621
tua7 262' 22612 IZ617 .226/2 22613 =612
Iq r —0 — --
224629 22620 Molq 92620 2261P 22764
9710 22711 22706 227445 Z2706
!;Z718 711
pa
tZ7119 2"716
21 IP R),
Ir F--; T M P Is 11 721
r 226" ST S.W-
&A
N
U% IV,;
IDS
229ai 224911
22
2
228
9.P
CAFileNo: 03%40
Critical Areas Checklist
Site Information (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location: _ 1111ZL42;% -T�4 A v c UJ -
2. Property Tax Account Number: 4r3D-7 01L 0M 09-Cr5
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? _ yes; V11, 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 104eet over a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 104eet
over a horizontal distance of 33 to 66-feet).
U3 0 PIN -M 11*1 Ci 1 �4
Steep: grades of greater than 30 % pres e r10
91 -
distance of less than 33-feet). T,
Other (please describe):
6. Site contains areas of year-round standing water: ..... 1W TW V V , - —
Approx. Depth:
7. Site contains areas of seasonal standing water: ; Approx. Depth:
What season(s) of the year?
8. Site is in the floodway — floodplain — of a water course.
9. Site contains a.creek or an area where water flows across the grounds surface? Flows are year-round?
I— -Flows are seasonal? _. (What time of year?
10. Site is primarily: forested meadow ---shrubs mixed
urban landscaped (lawnshrubs etc)
11. Obvious wetland is present on site: A10 A <__
For City Staff Use Only
1. Plan Check NU:'mbLir.,' if a
ppyc
2. Site is Zoned?-:,`
3.
4.
5.
SCS mapped soil type(s)!`
Critical Areas inventory or C.A. map indicates Critical Area on site? Nooe
Site within designated earth subsidence landslide hazard area?
FQ, t64
_-4
Critical Areas Checklist.doc/3.19.2001
City of Edmonds
Development Services Department
Planning 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 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
Awiinnrifr
Wmunmij BULD10 Pffiff
IDDHAAMAU n1%&62- nm.,,.
Date Received:
City Receipt#:.
Critical Areas File M --;ZQ( �Q— —
Critical Areas Checklist Fee: $45.00
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 5ppricafit,'aTd 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 furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the informn tion and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to fiZ application a th b h If of the owner as listed below.
SIGNATURE OF APPLICANVAGENT 4L4 DATE'
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 to this application.
SIGNATURE OF OWNER Mg24,& t , 1, — DATE
PLEASE PRINT CLEARLY
Owner/Applicant:
Aa,k, , ?�wr- Itc
Name
224 )3 1 � -'-' A �) C L")
Street Address
LO A 0
City State zip
Telephone: 46- ZLP-553-49S
Email address (optional):
Applicant Representative:
ZDA�e+ —(CtLnic 'Rimavet)
Name V
?0. -775-S-),
Street Address
bi � q�f -7
city State Zip
Telephone: d6b 50L,90(d
Email Address (optional):
Critical Areas Checklist.doc/3.19.2001
Critical Areas Checklis . t CA File. No: 0?% 4D
Site Infomiation (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location: 1'�4 A U If,- Uj
2. Property Tax Account Number. 46D-7 01t ocro 0-1 cp�2)
3.
9
Approximate Site Size (acres or square feet): _
Is this site currently developed? _ yes; LI/ no.
If yes; how is site deve'loped?
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).
M-1-i civ f. k� ho
M Mt;
distance of less than 33 j
Steep: grades of greater than 30% pres a ifttiEWM
-feet).
Other (please describe): ^ANA
"k,
CIL_
6. 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 -- 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?
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawnshrubs etc)
11. Obvious wetland is present on site: - AJO il �-
-------- - - - ------ Pot City Staff 'Use Only ft�, t64,
1. Plan Check Number, if applicable?
2. Site is Zoned?
3. SCS mapped,soil type
(s)?-
41. Critical Areas Miventory or C.A. map indicates. Critical Area on site? Nooe
S. Site within designated earthsubsidence landslide hazard area? ft
DEI 9ZMNATION
WAIVER
A A
Reviewed *"@O�Date- Z4 -06
Critical Areas Checklist.doc/3.19.2001
ED
City of Edmonds
Development Services Department
Planning 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 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
WXRW BULDIG PW
11301 IMirm nim a v - nm . i /.
Date Received:
City Receipt#:_
Critical Areas File #:
Critical Areas Checklist Fee: $45.00
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 iippficafit,-ifid irb, WnWw*p" 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 furnished by the applicant, his/her/its agents or employees.
By my signature, I cer* that th i f, rm tion and exhibits herewith submitted are true and correct to the best of my
'r
knowledge and that I am authorized to file applicati o If of the owner as listed below.
j44 Ll // I- - Z—
SIGNATURE OF APPLICANVAGENT -1 DATE /0
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 to this application.
SIGNATURE OF OWNER DATE
Owner/Applicant:
Act,k, 4
Name
2-2-423
Street Address
LO A
City State Zip
Telephone: 41- Z(J-553-49s-)
Email address (optional):
Applicant Representative:
Z DAy+ —Li yt
Name L)
' ?0. J��4
Street Address
City State Zip
Telephone: 30L90(41
Email Address (optional):
Critical Areas Checklist.doc/3.19.2001
STANDARD DRAINAGE DETENTION SYSTEM
WORKSHEET
OWNER ALA Zed
ADDRESS Z,2423
j�:dtxm(5 AIA 'YeO20
CALIC BY: Voilid F
PRO NE: ,ZO& - ZZ 6 - K5-6
DATE: 4 -257-OZ
*****DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
DLITENTION PIPE LENGTH
FINISH�ED G
TIr
,HT LI E
7 r ---------
7 6' A�IUNRE�Cp,�61,Miffop
ME OF
- CONC BOX OR RISER
-----TO OUTLET
OUTLET CONTROL
:19 MIN.
UPPER CATCH BASIN :ORIFICE
CONTROL CATCH BASIN
SYSTEM CROSS SECTION
=I.
2*X2'X6* DEEP, 4-6' SPALLS OR EQUAL
FROM CONTROL CB 2'X 2'X 3' DEEP,'� 3/4' CRUSHED ROCK DE
I I I I,/
FROM CONTROL OUTLET 61— SHED ROCKI
"OURTFFLPOW TRENC
PE B� MIN 10'.LdNG.
1. PIPE To LEVEL
ERF IPE W/ END CAPS
",<TRENCH SHALLCEE LINED WITH HIRAF1
RIPRAP OUTLET PRIOR TO PLA MEN F WASHED DRAIN ROCK
RUNOFF SPREADER. TRENCH
FOOTING DRAINS SHALL NOT BE CONNECTED 70 DETENTION SYSTEM
NOTES:
1. Call Engineering Division (771-0220) for a tightline and detention system inspection
before backfilling and for final inspections.
2, Responsibility for operation and maintenance of drainage systems on private property is the
responsibility of the property owner. Material accumulated in the. storage pipe must be flushed
out and removed from the catch basins to allow proper operation. The outlet control orifice
must be kept open at all times.
APPROVED BY
DATE
STANDARD DRAINAGE,,DETENTION SYSTEM
WORKSHEET
6WNERMarA Zee
ADDRESS IZ24,13 CIV17AYEI)te
)�'&wm(5 WA '7WO
CALC BY: PoOd F0,516,rArdh
PHONE: - 726- �?5-5-9
DATE: 4 -25 - OZ,
*****DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFIC E
3= 4 fv�
DeTENTION PIPE LENGTH LOCKING LID
XTY ICAL)
FINISHED 3G
�,MINIMUM
T MTL,
IGMTLI E 6MEA1'1NR&01ANCfOP OF
CONC BOX OR RISER
.5% TO 1% SLOPE
Il-----TO OUTLET
I--1 — +
OUTL
ET CONTROL
1141N.
UPPER CATCH BASIN ORIFICE
CONTROL CATCH BASIN
SYSTEM CROSS SECTION
2'X2'x6* DEEP, 4-61 SPALLS OR EQUAL
FROM CONTROL CD 2'X 2'X 3' DEEP,'� 3/4' CRUSHED ROCK EXISTING GRADE
-T
W S
FROM CONTROL OJTLET WASHED ROCK
D
OUT FL ZENC ',LdNG.
B� MINJO
PERF PIPE To LEVEV
P p
ERF PIPE W/ END CAPS
-,TR
PR5NCH SMALL JE LINED WITH MIRAFI
OR TO PLAC MEN OF WASHED DRAIN ROCK
RIPRAP OUTLET
RUNOFF SPREADER. TRENCH
FOOTING DIWNS SHALL NOT BE CONNECTED 70 DETENTION SYSTEM
NOTES:
1. Call Engineering Division (771-0220) for a tightline and detention system inspection
& before backfilling and for final inspections. APPROVED BY
2, Responsibility for operation and maintenance of drainage systems on private property is the *
responsibility of the property owner. Material accumulated in the. storage pipe must be flushed
out and removed from the catch basins to allow proper operation. Ile outlet control orifice DATE
must be kept open at all times.
97
EXIST.
ELECT.POLE
EXIST. DRIVEWAY
TO BE REMOVED
'ELECT
A 98'
— — — — — — — — — — — — — —
— — — — — — — — — — —
EXIST. DRIVEWAY
9 1 8 1 101 102 F MAX* 30" EAVE 1 103
NEW PAVED WALK CARPORT & SHED INTO SETBACK
(EXIST. PAVING TO TO BE REMOVED
BE REMOVED)
D91
L
191.771
I
— J_
7
v'__
B 031
Qw n 103
137..50 s
FFL=101.0','
\ V,///l /,/ / /
I I / I it 4- , a
/ADDITION PAVED LAN\DIN�G
18216.42
F
r_r_l_= 1 uv v
102
NEW PAVERS F
EXIST. WM
DS
NEW PAVERS 101
EXISTING zo/ 11
771 -71 FF =101.0' c0l \OWNER/CONTRACTOR IS RESPONSIBLE
�OR EROSION CONTROL AND DAMAGE
EXIST. CONC. PORCH ONE-STORY I 1\
EAVE TYP. NC.
LANDING
(D RESIDENCE co
lo, -.4
nomr.
1550.25 sf &D LANDIN
14'-511 /*
4
DATUM PT.
21v/
Ad / z
FFL 100.01 N
DS
z
RUNOFF SPREADER 10'MIN. 2
24'10 x ?4' L. STORMWATER DETENTION
TRENCH MIN. 10'L. PIPE W/3/4"O OUTLET ORIFICE
o LC-, r -ro s fv-efI ------------------
ir-etw14 TO Be_ DS 26-15" DS ------ -----------
D 102':
. .........
. . ............... ............................... .................................................
IC 98'
-CATCH BASIN EA. END
-TYPE IL, CBI 6
97 191.87 1
26'-6'
FOOTING DRAINS NOT
To 13E TIED INTO
DETENTION sysTEM
AC0EVfAE'LEi,I(ijjTLINE
MATERIAL
SDR 35
SCH 40
N-i2
F810 HANOOR
sit
IN 0
NEW
r)Kll=--(ZTnPV
�qbl I 1 0, 9 0, cl :I mal ol �
1/10 11 =1 1-011
AW10VED AS NOTED
BY GI
c,PEE'ING
D
15'
REARYARD
SITE DATA:
LEGAL DESCRIPTION:
EROSIOM CONTROL AND
NORTH
CLEARNG AND GRADING NOTES:
THE NORTH HALF OF THE FOLLOWING DESCRIBED TRACT:
THE WEST 195 FEET OF TRACT TWELVE, AND THE WEST 195 FEET OF THE
1. THE AREA TO BE CLEARED AND GRADED
NORTH ONE ACRE OF TRACT ELEVEN;
MUST BE FLAGGED AND THEN INSPECTED
BY THE CLEARING AND GRADING
EXCEPT THE NORTH 210 FEET OF SAID TRACT TWELVE, FOURTNER'S
INSPECTOR PRIOR TO BEGINNING ANY
HOMESTEAD PLAT, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 1
WORK CN THE SITE.
OF PLATS, PAGE 97, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
2. CLEARING SHALL BE LIMITED TO AREA
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
OF CONSTRUCTION ACTIVITY. DURING THE
WET WEATHER SEASON (NOV 1 THROUGH
APRIL 30) THE TIME OF DISTURBED SOIL
TAX ASSESSOR'S ACCOUNT NO: 00 4507 012 000 02
EXPOSURE SHALL NOT EXCEED 24 HOURS.
FROM MAY I TO OCT 31 THE TIME OF
LOT AREA: 14,744 SF
EXPOSURE SHALL NOT BE MORE THAN 5
DAYS. COVER EXPOSED SOIL AT THE END
LOT COVERAGE (BUILDING PAD & EAVES):
OF THE CONSTRUCTION WEEK AND AT THE
EXISTING ROOF AREA: 1864 SF
THREATOF RAIN.
PROPOSED ADDITIONAL ROOF AREA: 2579 SF
TOTAL PROPOSED LOT COVERAGE: 4443 SF (30%)<35% ALLOWED
3. TO REDUCE POTENTIAL FOR EROSION
OF EXPOSED SOILS, OR WHEN RAINY
LOT SLOPE: 3%
SEASON CONSTRUCTION IS PERMITTED,
THE FOLLOWING IS REQUIRED:
PRESERVE NATURAL VEGETATION FOR AS
HEIGHT CALCULATIONS:
LONG AS POSSIBLE.
A = 98'
PER INSPECTOR AND AS REQUIRED,
B = 98'
COVER EXPOSED SOIL WITH PLASTIC.
C = 103'
SEAL LOOSE SURFACE SOIL AT NIGHT BY
D = 102'
COMPACTING.
AVERAGE GRADE = 100.251
INSTALL CATCH BASIN PROTECTION OR
ELEVATION AT RIDGE = 116.00'
INSERT AS REQUIRED BY INSPECTOR OR
PROPOSED BUILDING HEIGHT 15.75'
PERMIT CONDITIONS OF APPROVAL.
MAXIMUM BUILDING HEIGHT ALLOWED 25'
INSTALL SEDIMENT POND FOR
COLLECTION OF EFFLUENT FROM
EXPOSED AGGREGATE SURFACES WHEN
IMPERVIOUS SURFACE CALCULATIONS:
APPLICABLE.
EXISTING BUILDING ROOF OUTLINE: 1864 SF
PROPOSED ADDITION ROOF OUTLINE: '2579 SF
NEW NORTH PATH: 139 SF
NEW WEST PATH: 146 SF
COURTYARD PATIO: 132 SF
EAST LANDING: 7SF
TOTAL IMPERVIOUS AREA: 4867 SF
D
3 0
BUILDING DEPT.
D"ID FOSTER
A r c h i t e c t s
1205 E.PIKE ST. #2C
SEA7rLE, WA 98122
206.726.95S8 TEL
206.726.8221 FAX
COPYRIGHT 2001
ALL INFORMATION, EITHER DRAWN,
WRITTEN. OR IMPLIED, APPEARING
IN THIS DOCUMENT SHALL NOT BE
DUPLICATED, DISCLOSED, OR
OTHERWISE USED WITHOUT THE
WRITTEN PERMISSION OF THE
AUTHOR.
5838 REGISTERED
R 'ST
A 0 0
ROHITECT
IT T
DAV D j FOSTER
To
T 0 1 W S nING
STA E !FA H
PETERSON
LEE
RESIDENCE
22423-98TH AVE W
EDMONDS WA 98020
DATE: 4-26-02
DRAWN BY: AA/DJF
CHKD BY: DJF
SCALE: 1/8"=l'-O"
REVISIONS:
DRAWING TITLE
SITE &
DRAINAGE
PLAN
SHEET
A A
l
jt4f�3 qp vJ
sjml�- - �
V-SIA)
1010-
UY 0':
STREET FILE
97 98
EXIST.
ELECT.POLE
— — — — — — — — — —
'T
EX
EXIST. DRIVEWAY
BE REMOV2
A 98
— — — — — — — — — — — — — —
-----------
EXIST. DRIVEWAY
rNEW PAVERS —
EXIST. WM
uj
z EXIST. CONIC. PORCH
uj
3:
co
0)
va
NEW PAVED WALK CARPORT & SHED
(EXIST. PAVING TO TO BE REMOVED
BE REMOVED)
cl
Fr' _DS]
0.
GARAGE
EXISTING
ONE—STORY
co
RESIDENCE
1550.25 sf
DATUM PT.
FFL = 100.0'
RUNOFF SPREADER
TRENCH MIN. I O'L.
DS
:,'* 26-6'
L L�
C
c
97
FOOTING DRAINS NOT
TO BE TIED INTO
DETENTION SYSTEM
ACCEPTAbLE I'IGHTLINE
MATERIAL
SDR 35
SCH 40
N - 12
F810 HANCOR
DS
101
191.771
1111111AI7 1'.
NEW
ONE—STORY'
ADDITION
/ / / / / 1A
1826.42 f //
FFL= 1 00.0'�////
102 103
MAX. 30" EAVE
INTO SETBACK
D 4S� B 03'
c
103
/SHM
Sf
72'
�l 37.50 sf /1 411
FFL= 101 .0',
6 1 /2'/ IDS
PAVED LANIJING
102
OWN ER/CONTRACTOR!,03-RHPONSIBLE
101
/ , / / / " " x ' / / / -1 " rVrl WlUtRUN UUN I t'il-T
ce)
/ FF4=1 01 -O'Z/
col
CID
LANICING//
c'J
24!,
DS
Tj
z
10'MIN
24!'0 x 94'L. STORMWATER DETENTION
Pl!!��/ 3/4� 0 OUTLET ORIFICE
-----------------
DS L_ 7_1 --------------------- j D 102,
ll�j. . ............ ............ ......................................
— — — — -- - -- - - -I- - -
CATCH BASIN EA. END
-TYPE IL, OB16
1/10 11 = 1 1-011
I
APPROVED AS NOTED
BY ENGOEERING
Date:
c c 6, 7r
6D
A
NEW PAVERS
15'
REARYARD
SITE DATA:
LEGAL DESCRIPTION:
EROSION CONTROL AND
NORTH
CLEARING AND GRADING NOTES:
THE NORTH HALF OF THE FOLLOWING DESCRIBED TRACT:
THE WEST 195 FEET OF TRACT TWELVE, AND THE WEST 195 FEET OF THE
1. THE AREA TO BE CLEARED AND GRADED
NORTH ONE ACRE OF TRACT ELEVEN;
MUST BE FLAGGED AND THEN INSPECTED
BY THE CLEARING AND GRADING
EXCEPT THE NORTH 210 FEET OF SAID TRACT TWELVE, FOURTNER'S
INSPECTOR PRIOR TO BEGINNING ANY
HOMESTEAD PLAT, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 1
WORK ON THE SITE.
OF PLATS, PAGE 97, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
2. CLEARING SHALL BE LIMITED TO AREA
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
OF CONSTRUCTION ACTIVITY. DURING THE
WET WEATHER SEASON (NOV 1 THROUGH
APRIL 30) THE TIME OF DISTURBED SOIL
TAX ASSESSOR'S ACCOUNT NO: 00 4507 012 000 02
EXPOSURE SHALL NOT EXCEED 24 HOURS.
FROM MAY 1 TO OCT 31 THE TIME OF
EXPOSURE SHALL NOT BE MORE THAN 5
LOT AREA: 14,744 SF
DAYS. COVER EXPOSED SOIL AT THE END
LOT COVERAGE (BUILDING PAD & EAVES):
OF THE CONSTRUCTION WEEK AND AT THE
EXISTING ROOF AREA: 1864 SF
THREAT OF RAIN.
PROPOSED ADDITIONAL ROOF AREA: 2579 SF
TOTAL PROPOSED LOT COVERAGE: 4443 SF (30%) < 35% ALLOWED
3. TO REDUCE POTENTIAL FOR EROSION
OF EXPOSED SOILS, OR WHEN RAINY
LOT SLOPE: 3%
SEASON CONSTRUCTION IS PERMITTED,
THE FOLLOWING IS REQUIRED:
PRESERVE NATURAL VEGETATION FOR AS
HEIGHT CALCULATIONS:
LONG AS POSSIBLE.
A = 98'
PER INSPECTOR AND AS REQUIRED,
B = 98'
COVER EXPOSED SOIL WITH PLASTIC.
C = 103'
SEAL LOOSE SURFACE SOIL AT NIGHT BY
D = 102'
COMPACTING.
AVERAGE GRADE = 100.25'
INSTALL CATCH BASIN PROTECTION OR
ELEVATION AT RIDGE = 116.00'
INSERT AS REQUIRED BY INSPECTOR OR
PROPOSED BUILDING HEIGHT 15.75'
PERMIT CONDITIONS OF APPROVAL.
MAXIMUM BUILDING HEIGHT ALLOWED 26
INSTALL SEDIMENT POND FOR
COLLECTION OF EFFLUENT FROM
EXPOSED AGGREGATE SURFACES WHEN
IMPERVIOUS SURFACE CALCULATIONS:
APPLICABLE.
EXISTING BUILDING ROOF OUTLINE: 1864 SF
PROPOSED ADDITION ROOF OUTLINE: 2579 SF
NEW NORTH PATH: 139 SF
NEW WEST PATH: 146 SF
COURTYARD PATIO: 132 SF
EAST LANDING: 7 SF
TOTAL IMPERVIOUS AREA: 4867 SF
3 0
BUILDING DEPT.
D"ID FOSTER
A rch it ects
1205 E.PIKE ST. #2C
SEATTLE, WA 98122
206.726.9558 TEL
206.726.8221 FAX
COPYRIGHT 2001
ALL INFORMATION, EITHER DRAWN,
WRITTEN, OR IMPLIED, APPEARING
IN THIS DOCUMENT SHALL NOT BE
DUPLICATED, DISCLOSED, OR
OTHERWISE USED WITHOUT THE
WRITTEN PERMISSION OF THE
AUTHOR.
15"838 REGISTERED
ARCHITECT
DAVID J. FOSTER
S GT
STATE O'F WASHINGTON
PETERSON
LEE
RESIDENCE
22423-98TH AVE W
EDMONDS WA 98020
DATE: 4-26-02
DRAWN BY: AA/DJF
CHKD BY: DJF
SCALE: 1/811=11-011
REVISIONS:
DRAWING TITLE
SITE &
DRAINAGE
PLAN
SHEET
A
iYA
E 7 ��
- 'C --- -171 ELL D
i
A F�� 3 0 'L� �- ]2
BUILDING DEPT.