24316 90TH AVE W.PDFlill iiiiiiii
8792
24316 90TH AVE W
0 , 9
TAX ACCOUNTIPARCEL NUMBER: iO57�& 00000/00
BUILDING PERMIT (NEW STRUCTURE):2005 (994D
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:— 05-0,54 — DETERMINATION: E] Conditional Waiver 0 Study Required X/waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: q2cgcn
PARKING AGREEMENTS DA'
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):a=1 IC&HO)
I
PLANNING DATA CHECKLIST DATED: QF�)
SCALED PLOT PLAN DATED: q
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DA
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
LID #: 01 W Sb
LOT: I BLOCK: %o KbLo gow-s
LATEMP\DS'Ps\Fomis\Strcet File Checklist.doc
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LEGAL DESCRIPTION
LOT 1, SNO-KING WOMES, AS PER PLAT RECORDED IN VOLUME Iq OF PLATS,
PAGE 55, RECORDS OF SNOWOMISW COUNTY.
APPLICANT SITE DATA
TRI-STAR WOMES, INC. ADDRE55: 24316 qOTW AVE W.
P . 0. BOX 6142 PARCEL #: 00 57% 000 001 00
LYNNWOOD, WA 418046 LOT SOUARE FOOTAGE� q,008 SO. FT.
P, 425.776.2468 ZONING: RS-8
F- 425.775.2634
IMPERVIOUS SURFACE
EXISTING WOUSE: 7W 50. FT.
EX ST NG CARPORT: 300 50 FT
-1326
jo� n e 10
.e�PX=O—W . CoirWOF1.1
0 Regwred Agglal
Front E
Sides N
Rear vv 145 71 if
Other S) +.95 1 D:T1
Height 21b - 12, 7
WEIGWT CALCULATIONS
POINT W-99.0' AVERAGE GRADE- qq'
POINT 'B'-qq.5' MAXIMUM WEIGWT - 124'
POINT 'C'-99.0' BUILDING WEIG14T - 23' 1 V
POINT '0'-98.5' ACTUAL 14EIGI-IT - 122' 1 Y20
LEGEND
EXi5TiNG DRIVEWAY: 2150 50 . FT. (3) SANITARY SEWER MANWOLE
TOTAL EXISTING IMPERVIOUS SURFACE: 1,460 SO. FT. 0 CATCW BA51N AF
PROPOSED WOUSE: I,q61 50. FT. 0 WATER METER
PROP05ED DRIVEWAY, 8qq 50. FT. 4b FOUND MONUMENT
TOTAL NEW IMPERVIOUS 5URFACE� 2, 1560 50. FT. x 390.0 SPOT ELEVATION SEP 2 9 2005
TOTAL NET/NEW IMPERVIOUS SURFACE: 1,400 50. FT./15.5% —x— SILT FENCE
TOTAL STRUCTURE LOT COVERAGE: 21.5% CONTOUR LINES WILDING DEp,4nM14E
SITE PLAN CITY OF EDMON13,S
FOR
STREET FILE TRI-5TAR HOMES, INC
CITY OF EDMONDS PLAN CWECK # 05-256
DRAWN, 09-50-20M
0
0
PLANNING DATA
NAME: Tki - C
:rmr t+oMec-, -DATE: 04-115-PO05'
SITE ADDRESS: 2-+N to C10-111 A-V-W-&tR_ JAI-e,!fzt PLAN CHK#: 06-7,0r(p
PROJECT DESCRIPTION: Ncw bep,
REDUCED SITE PLAN PROVIDED?: (
MAP PAGE: 0 0 CORNER LOT: FLAG LOT: ()Les /e
ZONING:—P-5 - 'A CRITICAL AREAS DETERMINATION #: 1, OF - 0 3
LJ Study Required:
aWaiver
Ll Conditional Waiver
SEPA DETERMINATION: eu'mp�
0 Fee
Ll Checklist
LJ APO list wl notarized form
U (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
0 Exempt I_E5c) cutdc yarde,
SETBACKS:
RequiZed Setback
. WStreet: Ts,6: jide: R r: 1.5
Actual Setbacks: W
StreTF, Street: 'Pol Side: Wtoside: lo, 9r: '7`9
enmap checked for additional setback required? (Yes / No I
Ll DETACHED STRUCTURES: NID"e, EWIDWYA OVI bite, plan
Q ROCKERIES:
Ll FENCEsrrRELLISES:
BAY WINDOWS/ PROJECTING MODULATION: 4" r-0n6- Slab Pct-tio.
STAIRS /DECKS: fYOVIT Stafr6 '73' = "!5tY1ALftArC " Arld MkAO' YntCf-
I q to I Al
PARKING: Required: Actual: ili&o
LOT AREA: S 41 .1' P' ' Wd SIVKJ CA-CCok-'- s. x 12., q 4P r > covora e.
LOT COVE GE.
Calculations: 440 d+/. I
UILDING HEIGHT:
U% Datum Point: — M OVA nO P, 0 Datum Elevation: 4-
MaximumAllowed: 7o5l 12-,
00�_Actual Height: 49
A.D.U. CREATED?:
SUBDIVISION: LM I 4;V10 -
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes oNo)
OTHER:
Plan Review By: a yn a-1
NewBPPIann ingDataForrn- DOC
il 7-6-- 1711+
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affim
A.49
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Ve"ra\1"1-'
I
0 #P20
Critical Areas Checklist
40- �j
CA File No: D6-9'1-q. 'i
Site Information (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location.
2. Property TaxAccount Number: 0 o -5�- ;7 (n C) o 6c)l (5cD
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? J(yes; — no.
If yes; how is site developed? 5F.
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):
Site contains areas of year-round standing water: /\/,D ; Approx. Depth:
7. Site contains areas of seasonal standing water: Al L) Approx. Depth:
What season(s) of the year?
8. Site is in the floodway A/b floodplain n 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 (lawn, shrubs etc)
1 1. Obvious wetland is present on site:- A/ o
For City Staff Use Only P.0067
I Plan Check Number, if applicable? N 0
2. Site is Zoned? P- 5 - 9 -
3. SCS mapped soff type(s)? 6-AidfAnAmod-U62am land compleX , E-8*/-
4. Critical Areas inventory or C.A. map indicates Critical Area on site? M 0 -
Site within designated earth subsidence landslide hazard area?. NJ 0.
DETERMINATION
STUDY REQUIRED WAIVER
Reviewed br. Date: 0 (P 13-4 f2MO5-
-U. JB7
#P20
City oAdmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
Ile 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
surveys).
DateReceiW: 1011RIZ)5
City Receipt #: AZJ & 5 Or 1: k' I
Critical Areas File#: V0015- AW 8�q
Critical Areas Checklist Fee: $135.00
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 applicant, and tus/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 ftimished by the applicant histher/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 a ati behalf of the owner as listed below.
SIGNATUREO'F APPMANVAGENT DATE Cv /JZ11-->—�-
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 attendaWgAb*application.
SIGNATURE OF OWNER
0 /App
,Mr Hcant: P-r
Name
c-2 Y,316 /?0
Street Address
61045
City State Zip
Telephone:
Email address (optional):
DATE 6LI
f f
Applicant Representative:
Name
�treet Address
�Is (D.?-,c
city State zip
Telephone: -�� 6D-?--) -1
Email Address (optional):
of
�Wt
Wl-
sip
of
L eT1
DEPAR-'fMENT-drBUILDINGS
PER INTERN,�T4&Al- RESIDENTIAL C'O"DE-ISECTION R110
AT:
Occupancy established by this certificate:
Pd.rm,it M 2005-0940
Dwelling Units...
No. Stories: 2 Basemer#: N/A Type of Construction: VB
Owner of building:
The Sin v
-gle Family Residence at 24316 — 90' A 60 6d and approved complying with the requirements of the
._as,, eqn- nspect
-�-f e group and division of occupancy and the use for which
2003 edition of the International Residential Code as6d6pted 1by %6� _, - -h
the proposed occupancy is classified.
Issued this 22 nd day of January, 2007 .
Chief Building Official
By:
Any change of occupancy or use requires a building permit and a now Certificate of Occupancy Issued by the City of Edmonds Building Official.
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APPROVED BY PLANNING.
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RECIEWED
OCT I b 2006
BULDING DEPARTMENT
CITY OF EDMONDS
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100 GRAP"IC SCALE I' - 20'-0*
APPROVED BY KAMM
ASSUMED BENCWMARK
00 SSMW-. 100' EL.
6
P0114Ek
tob"wa xo(Reg red
100. 00cm.
Front E �511
Sides N '..67
Rear W 1;5
LEGAL DESCRIPTION siaeetfw _5 -.!51
LOT 1, SNO-KING WOMES, AS PER PLAT RECORDED IN VOLUME Iq OF PLATS, jf�ght __kW
PAGE 55, RECORDS OF SNOHOMISW COUNTY.
APPLICANT 51TE DATA WEIGWT CALCULATIONS
TRI-5TAR HOMES, INC. ADDRE55: 24316 VTW AVE H.
POINT W-99.0' AVERAGE GRADE- 99'
P.O. BOX 6142 PARCEL #: 00 579(p 000 001 00
POINT 'B'-99.5' MAXIMUM 14EIGWT - 124'
LYNNWOOD, WA qB046 LOT SQUARE FOOTAGE: 9,008 50. FT.
POINT ICI-99.01 BUILDING WEIGWT - 23' 1 V
P. 425.775.2468 ZONING: R5-8
POINT 101-qb.51 ACTUAL WEIGI-IT - 122' 1 V
F- 425.775.2634
IMPERVIOUS SURFACE
LEGEND
EX15T:NG WOU5E- 780 50. FT.
EXISTNG CARPORT:.300 SQ. FT.
EXISTING DRIVEWAY 280 50 . FT.
(3)
SANITARY SEWER mAN"OLE
TOTAL EX15TING IMPERVIOUS SURFACE: 1,460 50. FT�
11
CATCA BASIN
PROPOSED 14OUSE: 1,961 50, FT.
0
WATER METER RE'Suls
PROP05ED DRIVEWAY- 899 SQ. FT.
0
FOUND MONUMENT
SEP
TOTAL NEW IMPERVIOUS SURFACE: 2,860 50. FT,
F V r.-Y9,390.0
SPOT ELEVATION 2 9 2005
TOTAL NETMEW IMPERVIOUS SURFACE:
—x—
SILT FENCE
TOTAL STRUCTURE LOT COVERAGE: 21.8%
OCT 102006
CONTOUR LINES 13UILDING DEPARTMEt
Crry
OF EDMONDs
SITE PLAN
BUILDING DEPARTMEN)
FOR
CITY COPY
C4TY OF EDWONDSTRI-STAR 14OMES, INC:
CITY OF EDMONDS
PLAN CMECK # 05-256
DRAkW; 09-30-20M
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OCT 10 2005
GUIDING DEPARTMENT
C,ITY OF EDMOX'DS
OWNER:
.4 - 9!!x
,ep �
IMPERVIOUS SUFACE AREA
FOOTING DRAINS SHALL NOT
RIM ELEV.
DETENTION PIPE LENGTH
"Y'r
F"ED
CW
V MI �IMUM
TIGHTLIN
0.6% To 1,0% SLOPE
rz -------------
UPPER CATCH BASIN
. ELEV.
CONTROL CS
STANDARD DETENTION SYSTEM- WORKSHEET
(5000 SF OR LESS)
ADDRESS: CALC.BY:
PHONE:
DATE:
BE CONNECTED TO
r OCKING LID (TYPJ
IM ELEV.
F S'Min. clearance
Measured from top of
1l Conc, box or riser.
�10 CITY CONVE�
ELEV.
IN �CONTROL
RIFICE
DETENTION SYSTEM
7�
RIM ELEV.
INV. ELEV.
CITY STORM
CONVEYANCE
SYSTEM
I SPREADER TRENCH
'X2'Xlr DEEP CONTROL CATCH BASIN SHALL BE A MIN.
(4--6- QUARRY SPALLS OR EQUAL) IN. 6' COVE OF 10'LONG AND
FROM CONTROL C R PERPENDICULAR
""�VX X,12"DEEP, TO CONTROL CB.
(4 UARRY PALLS'
SHALI
To T
LEI
k718"WASHED DRAIN ROCK
SHALL BE PERPENDICULAR CONTROLCB
15
TO SPREADER TR 2 7 1 RENCH SHALL BE LINED
ENCH
PERF. PIPE SHALL BE WITH MIRAF1 & ON TOP
LEVEL & CAPPED AT ENDS--'�
RIPRAP OUTLET
SPREADER TRENCH
NOTES
1. CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION a
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 catch basins to allow proper operation.
The outlet control orifice must be kept open at all times.
F DATE
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ILD
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TEMPORARY
Z DIRT STOCKPILE
COVER IF
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LEGAL DESCRIPTION
LOT 1, SNO—KING WOMES, AS PER PLAT RECORDED IN VOLUME Iq OF FLATS,
PACE 85, RECORDS OF SNO40MISW COUNTY.
APPLICANT SITE DATA
MI -STAR WOMES, INC. ADDRESSs 24316 q0TI4 AVE W.
P.O. BOX 6142 PARCEL #s 00 57% 000 001 00
LYNNWOOD, WA -W46 LOT SQUARE FOOTAGE. %008 SO. FT.
Pe 425.T75.2468 ZONINGi RS-8
F: 426.775.26U
pi
ASS,UMED BENC41MARK
SSM14s 100' EL.
S.VoRm
Lo
0808
0 C)oo
0 0
Lj) TEMPORARY
STIR U C
CONSTRUCTION
('�47
00000
ENTRANCE
0000
0 0
W T
ATER
0�0
POWER
ZI
r
HEIGHT CALCULATIONS
POINT 'A'-q9.0' AVERAGE GRADEw 9cl'
POINT 451-4119V MAXIMUM 14EIGWT - 124'
POINT 'Cl-OA.00 ACTUAL HEIG44T - 124'
POINT IDI-qa.Sl
IMPERVIOUS SURFACE LEGEND
EXISTING IkIIOUSEo 780 90. FT.
EXISTING CARPORT, 3W SO. FT.
0
SANITARY SEWER MANWOLE
EXISTING DRIVEWAYs 2W 50. FT.
TOTAL EXISTING IMPERVIOUS SURFACEs 1,460 W. FT.
0
CATC14 BASIN
0
WATER METER
PROPOSED WOUSEs 1,%l 60. FT
PROPOSED DRIVEWAY- 8" SQ. FT.
0
FOUND MONUMENT
TOTAL NEW IMPERVIOUS SURFACEs 2,860 SO. FT.
X 390.0
SPOT ELEVATION
TOTAL NET/NEW IMPERVIOUS SURFACEr 1,400 50. IFTY15.6%
—x—
SILT FENCE
TOTAL STRUCTURE LOT COVERAGE. 21.8% A
#APPROVED AS NOTED
BY ENG NEERING,
24 HR. NOTICE AEQ.
FOR INSPECTION 7,'jnjE AMID AID ADDRFSS SIGNBEQUIRED
Date..
%
SNO KING HOMES
REPLAT OF LOTS 4 & 5t BLK. 30v & POR. LOT 1, BLK. 29* HANSURYPS SOIJNMAJEW-`..��
SECTION 31, TWR 27N. R 4 EqW.M.
SNOHOMISH
4.
COUNTY, WASHINGTON
SCALE: I" 5d
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ACKNOWLEDGMENT
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wo' d�owor."., k w A. ;6 o(r Ar AvAwdwl
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NOTE:
TIGHTLINE AND DETENTION SYSTEM INSPECTION
REQUIRED BEFORE aACKFILUNG
m
cria
ROOF GUTTER
0 z
�,4- MIN PVC STORM PIPE
10' MIN. (TIGHTLINE)
ZW
a. C CE
4' MIN OUTFLOW PIPE TO APPROVED
STORM COLLECTION POINT
(REFER TO DVG Sl FOR
rCONTc APPROVED COLLECTION POINTS)
TROL CATCH BASIN
DETENTION PIPE
DRAINAGE TIGHTLINE FROM HOUSE CAN
CONNECT TO EITHER OR BOTH CATCH BASINS.
FINISHED GRADE
T5 APPROVED
To LLECTION POINT
==:�_�Ca
0.5% To 1 -OX SLOPE
V MINIMUM I li
DETENTION PIPE LENGTH ICONTROL
[—(REFER TOi TABLE OF I CATCH BASIN
STD RESIDENTIAL DETENTION
SYSTEM SIZES FOR PROPER SIZE)
N 0 T E:
CONTROL CB I
0 U-
W
W X
:3 0
(nom
I
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z 0
5 M. 0
ow
DEVELOPMENT EXCEEDING 5,ODO SQUARE FEET OF IMPERVIOUS SURFACE MUST HAVE THE
DRAINAGE PLAN PREPARED AND STAMPED BY A LICENSED CIVIL ENGINEER. ANY PLAN
FOR A PROJECT LOCATED IN A CRITICAL DRAINAGE AREA, ENVIRONMENTAL SENSITIVE AREA, OR
A SITE PRESENTING SPECIAL PROBLEMS, MUST BE PREPARED BY A LICENSED CIVIL ENGINEER.
REGARDLESS OF THE IMPERVIOUS SURFACE ON THAT SITE. ALL OTHER DEVELOPMENTS
NOT EXCEEDING 5.000 SQUARE FEEr OF IMPERVIOUS SURFACE MAY USE STANDARD PLANS.
+
T
RF-VISIONS STANDARD DETAIL
APIT&M Ff WE
STANDARD RESIDENTIX STORM DRAINAGE SYSTEM
,ago SCALE MD.
_199
a DATE 7/24/01 NTS rm
NOTE.
TIGHTLINE AND DETENTION SYSTEM INSPECTION
REQUIRED BEFORE IRACKFILLING
0 zw --N�ROOF GUTTER
:3
MIN PVC STORM PIPE
10' MIN. GHTLINE)
;i uJ CLEARANCE
10-
0- 4' MIN OUTFLOW PIPE TO APPROVED
STORM COLLECTION POINT
ONTROL CATCH BASIN
DETENTION PIPE
(REFER TO, TABLE OF 0'0
STD RESIDENTIAL DETENTION
SYSTEM SIZES FOR PROPER SIZE)
CITY STORM CATCH BASIN
RUN-OFF NOTE,
10' MINIMUM SPREADER TRENCH 1. SAND COLLARS SHALL BE USED WHEN PVC
PIPE IS CONNECTED TO THE CATCH BASINS.
OBS�RVATION WELL 2. ALL PIPE SHALL BE GROUTED INSIDE AND
OUTSIDE THE CATCH BASIN. -
OBSERVATION WELL WITH
METAL CAP AND LOCK
-D
WRAP TRENCH-Z -"-3/4' TO 1-1/2'
ENTIRELY WITH WASHED ROCK
FILTER CLOTH
RUN-OFF SPREADER TRENCH
NOTE:
DITCH SHALL ROCK LINED 5' ON EACH SIDE
OF THE PIPE TO A DEPTH OF 6'.
/L%4' MIN OUTFLOW PIPE \e
EXISTING DITCH
1. APPUCATION OF SPREADER TRENCH MUST BE APPROVED
BY THE HYDRAULICS ENGINEER.
2. IF THE SPREADER TRENCH IS APPROVED AS THE COLLECTION
SYSTEM FOR THE DETENTION PIPE, PLACEMENT OF THE TRENCH
SHALL BE PERPENDICULAR TO THE CONTROL CATCH BASIN.
3. PLACEMENT OF THE SPREADER TRENCH SHALL BE A MINIMUM
OF TEN FEET FROM THE CONTROL CB.
4. THE SPREADER TRENCH SHALL NOT BE PLACED UNDER
PAVED SURFACES.
1 IT --jD-M N
RE -VISIONS STANDARD DETAIL
I I APPROVS) DIUMME COUX-CM POWS
1 0 1 DATE 7/24/01 SCAE NTS rw NO. mi.1
890-199 111 1 1
IMPERMEABLE
AREA SO FT
2000
2500
3000
3500
4000
4500
5000
ITABLE 1 — DETENTION PIPE SIZES
REQUIRED
PIPE
DIAMETER
VOL CU FT
150
18"
24"
30"
50
40
28
16
10
62
50
35
20
13
75
so -
17
94
15 REQUIRED PIPE
87
70
49.
28
18 LENGTH IN FEET
100
80
56
32
21
112
90
63
36
23
125
100
70
40--
25
NOTE: ALLOWABLE PIPE MATERIALS -ALLOWABLE TIGHTLINE ERIALS
REINFORCED CONCRETE SDR35 (ASTM D-3034) PVC
ALUMINIZED STEEL N-12 ADS (DOUBLE WALLED)
ALUMINUM (1 6GA) SCHED 40 PVC
CMP (ASPHALT COATED) HANCOR (17810) PVC
N-12 ADS (2- MINIMUM COVER UNDER ROADS/DRIVEWAYS)
ITABLE 2—
OUTLET ORIFICE SIZES]
IMPERVIOUS
AREA SO FT
OUTLET ORIFICE DIAMETER (INCHES)
2000
5/8
2500
5/8
3000
43//744
3500
4000
7/8
4500
7/8
5000
7/8
TABLE 3— RECTANGULAR CATCH BASIN REQUIREMENTS
DETENTION
MAX SIZE
"CATCH
BASIN
PIPE DIAMETER
KNOCKOUT
TYPE
<18"
18" TO 24"
20"
26"
TYPE 1,
TYPE IL,
C13 15
CB 16
24" TO 36"
36#1
TYPE 11,
CB 19 BASIN�
36" TO 42"
42"
TYPE 11,
�48:
CB 19 54 BASIN
**SOURCE: ASSOC. SAND AND GRAVEL CO. STDS.
1090-194V
M-1
F EMSIONS STANDARD DETAIL
OF STANDARD RESIDENTIAL DETENTION SYSTEM S2ES
DATE 7/24/01 1 SCAM NTS E5.1.2
#P20 CA File No: t8 -94
Critical Areas Checklist
Site Information (soils/ topography/ hydrology/vegetation)
1. Site Address/ Location: ye- r t(j
2. Property TaxAccount Number: 0 o 5'�7,941 (n n o 6,z:)/ 6o
3. Approximate Site Size (acres or square feet): 01;;7/2
4. Is. this site currently developed? J(yes; _ no.
If yes; how is site developed?. 5F
5. Describe the general site topography. Check all that apply.
C2�— 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: 1V'0 Approx. Depth:
7. Site contains areas of seasonal standing water: 4/0 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway ZVO floodplain n 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 (lawn, shrubs etc)
11. Obvious wetland is present on site: A)o
For City Staff Use Only jo.00 1;7
1. Plan Check Number, if applicable? r� 0.
2. Site is Zoned?. P- 5 - 9
3. SCS mapped soiltype(s)? 5-Mdrymmpd-Lhrj2" lanct C,0mpjP-)(
4. Critical Areas inventory or C.A. map indicates Critical Area on site? 0 -
S. Site within designated earth subsidence landslide hazard area?
DETERMINATION
STUDY REQUIRED WAIIVER
Reviewedbv- (1Vk,-(A---(A)-7,1fAA.,� Date: 0wo-4/5no5-
#P20
'Qc. 1%9-
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
surveys).
Date Received: loilk b5
City Receipt #: *!?-� ' #
Critical Areas File #: W015- M 9q
Critical Areas Checklist Fee: $135.00
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 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 furnished by the applicant, histher/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 a iowati
Vo
powlhe behalf of the owner as listed below.
SIGNATURE OF APPMANVAGENT DATE
Property Owner's Authorization
I
By my signature, I certih� that I have aut orized 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 attendanUoAb4AMlication.
SIGNATURE OF OWNER
O�T�er/Appl[icant: A-r
Name
-2 Y
, 31,6 ?0 r%>w
Street Address
city State Zip
Telephone: �2 - Y6
DATE
Applicant Representative:
Name
Street Address
city State Zip
Telephone:
Email address (optional): - Email Address (optional):
. 1
6
() F E-Dk_
1LY PIPE
TRACER
DEEP.
CITY OF EDMONDS WATERLINE AS -BUILT
ADDRESS WATERLINE NO,
24316 90TH AVE W NONE LISTED
CONTRACTOR HOMEOWNER SCALE
TRISTAR HOMES TRISTAR HOMES NTS
DATE INSPECTED INSPECTED BY DATE DRAWN DRAWN BY
3/31/06 J. HAWKINS 6/29/06 J. BRONDER
a
NOTICE:
-ra n
The -inform ation'shown on the attached
map(s) was com * piled for use by the City Of
Edmonds/ its Employees and Consultants.
Th,.e City of`EdmPnds does. not. warrant the
f anything set forth on these
accuracy 0
m a p A n . y person or entity -requesting a
copy should conduct an independent
inquiry regarding th*e info*rmation shown- or
-rnap(s), including, but not Jimited to, -1
-er stub shown. Suc
the lociation of any sew
sewer stubs may or may, not e.xlst and may
or may not exist at the location shown.
Neither the City of Edmbnrds nor its
ernpl-o-yee-s o-r office-rs -sh-al-1 be 11a-b-lre for the
information given on this map(5), nor for
any one representation provided based
upon said map(S).
Sno.Co. PUD Will move pole and
-a CA
then Tri-Star Homes will give a 48
hour notice to all home owners in
cul-de-sac. The street closure will
only be for 4 hours on one day. We
will notify City of Edmonds of a
trenching date when Sno.Co.PUD
CO
informs us of date of pole relocation.
C4
a%
All utilities exist
here now.
Sno.Co.PUD
moving power pole
across street.
Lot #1 — 24316 90t"
Ave. W., Edmonds
Permit #2005-0940
)NA
Trenching from Lot #1 to
across street 80 feet. I
T Barricade to be
E
M placed here to
P close off cul-de-sac
P
A
R
K
I
N
G
----I q0th Ave. W.
244 TH Street SW
I2AMR. PTICS RIM
- , _IZPkMN I
Sno.Co.PUD to
relocate pole here
"Construction
Ahead" Sign
",O,�ozdorv�,7- V�/// ysa -Irco
a -,-.y 77 Y6 6 001�04Y
Z-0 f OF
A,0,9961-5 P �Y316
-7A�f
3 CA
;�� ( Qr,,z
ey,
r
,4,0� Alo
-rc,(>"> flef�
�, 5 1 zl� FgWes-
oe I I
'or q 9
,.I;t
0 werf-�
AJ
" IF
r', �
0/
/00
-ID
A
'k
City of Edmonds Permit No: 6?W& -003-4
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: 42-1121—e.;10040
Address or Vicinity of Construction:
Type of Wbrk (be
C. Contractor: In Contact: C CrJC
Mailing Address: ' Phone: CIDA 075
P0 ROX 6oi4Q
A
State License #:- _TTQ Liability Insurance Bond: $ la: ry n' a
City Business License #: &?,F'2
D'. Building Permit# (if applicable):- C!PMT' 4WL� Side Sewer Permit #(if applicable):
E. F1 Commercial El Subdivision City Project F] EUC (PUD, VERIZON, PSE, COM6ST, OVWSD)
n Multi -Family Single Family Other
11,4SPECTOR R42-4.0 �4 ZIP_*4GW9@ llur rc21y1ye:a_,
7
F. PAVEMENT CUT: XYES NO G. SIZE OF CUT x
CONCRETE CUT: E-1-YE S Ej NO
G. E] Mail Approved Permit E] Call for Pickup
APPLICANT TO READ AND SIGN
INDEMNITY. Applicant understands by hislher signature to this application helshe holds the City of Edmonds harmless from
injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense
costs and attorney)ees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND A CCEPTANCE OF THE WORK. ESTIMA TED RESTORA TION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS
COMP . LETED B Y CITY FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
* Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training in their possession.
* Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday — NO EXCEPTIONS.
+ Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THATIMUSTMAKE THE PINK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS
I
Signature:
Approved by:
Time Authorized: V
Special Conditions:
-1;-, A.ZEI A
(Contractor
After
Date: r)C) In.?
- I — ,
Y USE ONLY
Right-of-way Fee:
Disruption Fee/Fund 111:
Inspection Fee- A�
Total Fee:
7-1-tc RQnye: ReceiptNo: r,4�'�11 I
7 _#<),� F F i C Co r_4 T7-'k'04_ . 111A m 7-;k� i tq tT ' A(/,L1 Issued by:
F_+;?,n'1L'( 1+e_1 CIT-�gr_F =-�nMCfNJA
/a —
REQUIRED INSPECTIONS: 7—A^ FZ F-1 r Cr, 7-/20 12) 1 N 4&-srnA&j
g2 SA
Call 425-771-0220, Ext. 1326for a 24-hour voice -recorded inspection request line.
FINAL APPROVAL OF PERMITTED WORK: 9- DATE:
Inspector's Signature
CADocumcnts and SettingsTuilisNy Documents\Fomis\Engnrng\ROWpemit—.doc Revised 10/01/03
Oct 17 2005 11:29AM OFFICE FAX
.110m
(3100 0 uj oe
(jvuoAdo)
swdS jowv
(IVUoqdo) AwAmasav peltmftmonji
ovwAdo) sp.gM mAom
,ojndg sit# u! Pam goPco
M" Jofixm gloqLUAS
at4 to oulueew wa ift
61-H9 PUB Z-H9 Sqqul 099 :910N
C; v -l-'/ 5 -r 55 4�-/
425 p. 2
7-9/-
6
;;2,6 :3
3 16
Jr- 091W
17, El 18 � V/ 8 D
OCT 1 0 2005
PERMIT COUNTER
Oct 17 2005 11:29AM OFFICE FAX 425 P.1
Tri-Star Homes, Inc.
License # TRISTH100 10 1
P.O. Box 6142
Lynnwood, WA 98036
(425) 775-2468
To: -9AZ4jgS4-- �/ 6��
Date:
Ph #:
Fax #:
Subj:
From:
Ph #: (425) 775-2468
Fax #: (425) 775-2634
Total Numbers of Pages Sent Including Cover Page:(
Message:
WA SEEPIT/W � � or
- -1d - M
rjmmr-�pv -
e: �4� -
City of Edmonds Permit No:
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: 1011'q /0 4-�
A. Address or Vicinity of Construction: —2 1_-S_1(�2 !?r/ �' A Ye57 w"(
B. Type of Work (be specific):
C. Contractor: 1W --Z?C Contact: e710A,1
1_'YA�'fv y
Mailing Address: ',6� 61VZ g Phone: '211. 12-21. C325&�f
State License LiabilitMyce: Bond: $
City Business License #: or&
D. Building Permit# (if applicable): ,;'0&S'_ Side Sewer Permit# (if apphcable):Aj,,,/,o lklla,&3-
E. r_1 Commercial F� Subdivision Ej City Project Ej EUC (PUD, VERIZON, PSE, COMCAST, OVWSD)
n Multi -Family Ej Single Family n Other
I INSPECTOR: /—I A, vV /< / --, I (CAIN
F. PAVEMENTCUT: [-]YES NO G. SIZE OF CUT x
CONCRETE CUT: [I YES NO
G. E] Mail Approved Permit Call for Pickup
INDEMNITY. Applicant understands by hislher signature to this application helshe holds the City of Edmonds harmless from
injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense
costs and attorneyfees by reason ofgranting this permit.
,T RJALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
_ffE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATE
77VSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIMEA DERITOR CREDIT WILL BEPROCESSED FORISSUANCE TO THEAPPLICANT.
+4 Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training in their possession.
* Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday — NO EXCEPTIONS.
* Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature: ep 614-_ Date: A0//
(Contractor or Agent)
CITY USE ONLY
Approved by:
Right-of-way Fee: AArl I-01-d6lg
Time Authorized: V . d fter 11 U OC109 Disruption Fee/Fund 111: --
Special Conditions: OVF�' <-,- T-L'k, 7--7-) Inspection Fee: /D6
L VN,4
r A N F� & L2 8,C ZZE i2 C - r, t,4 0 -n i�/N(STotal Fee: 1) -7
Receipt No: 7'e/
Issued b
y
REQUIRED INSPECTIONS:
Call 425-771-0220, Ext. 1326for a 24-hour voice -recorded inspection request line.
FINAL APPROVAL OF PERMITTED WORK: .01 — DATP.
Inspector's Signature
CADocuments and SettingsTurtisNy Documents\Fomis\Engnmg\ROWpennit_.doc Revised 10/01/03
RECEIVED
— (0
PERMIt EXPIRES 10
CITY OF EDMONDS
CONSTRUCTION PERMITAPPLICATION
OWNER NAME/NAME OF BUSINESS
W
MAILINGADDRESS
(A,
0
0
'CITY ZIP
ITELEPHONE
>
NAME
ADDRESS
CITY ZIP
ELEPHONE
NAME
CBL#
ADDRESS
CITY ZIP
TELEPHONE
0
SrTE LICENSE NUMBER EXPIRATION DATE
Y
PROPERTY TAX ACC0Uf,1T PARCEL NO.
Uj
t,
NEW Sr—l"RESIDENTIAL PLUMBING MECH
ADDITION COMMERCIAL COMPLIANCE OR
13 MIXED USE CHANGE OF USE
REMODEL MULTIFAMILY SIGN
REPAIR CYDS FENCE
X FT.)
DEMOLISH TZ OTHER
GARAGE RETA)N!NG WALL F:RE SPRINKLER
Fto(�KlffRY F RE ALARM
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
NUMBE
NUMBER OF
OF '7 . /
DWELLING
rupytLl
0
STORIES
S
DESCRIBE WORK TO BE DONE.,
Ive:
2
412
HEAT SOURCE
LOTSLOPE%
VESTED DATE
PLAN CHECK NOz
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC
DONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
t:
SEPARATE PERMISSION.
2
0:
Uj
PERMIT APPLICATION: SEE ECDC 19.00.005A)(5)
PERMIT LIMIT. SEE ECDC
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS
Uj
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0
NOR LIMIT IN ANY WAY THE CITY'S ABILITY To ENFORCE ANY ORDINANCE PROVISION.,
I HEREBY ACKNOWLEDGE THAT I HAVEREAD THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABORo!dODE OF THE STATF OF WASHINGTON RELATING TO
WORIKMENIS,�� SATIOVISURANCE AND RCW 18:27.
A NT).
DATE SIGNED
LS11GNATU�REI(WNE
PERMIT
NUMBER
JOB SUITE/APT#
ADDRESS .
(--
,-,1'13 16- 7,-�, �/ -
NAMEISUBDIVI SION NO.
LOT NO.
LID NO.
X
LID FEE $
PUBLIC RIGHT OF WAY PEg�OFFICIAL STREET MAP
TESCP Approved
RW Pernut Required 0
EXISTING PROPOSED
Street Use Pennit Required 13
Inspection Required 0
Sidewalk Required 0
REQUIRED DEDICATION FT
Underground 0
Wiring required [3
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
cvvysb
t—)
YEsI3 NOD z
Lu
REMARKS W
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROLIDRAINAGE
I fil I
IM
INEERING REVIEWEADB DATE
REVIEWED BY DATE
LL
VARIANCE OR CU
SHORELINEORADB#
INSREEQTION
SEPA
I
D
COMPLETED
EXEMPT
13 YES 8 NOI
I X
CA# 06-
ZONE
SIGN AREA
HEIGHT
WAIVER
ALLOWED PROPOSED
ALLOWED PROPOSED
STUDY [3
,
,
LOT COVERAGE
REQUIRED
SETBACKS (FT.)
OSED SETBACKS (FT.
ALLOWED PROPOSED
FRONT
SIDE REAR
EPROOPN'T bOFIPSIDE REAR�
?'r . /.
2
I
'x-sl "' 3 z
6p4r) 2-9
z
PARKING
REO'D PROVIDED
LOTAREA
PLANNING REVIEWED BY DATE
I
1010+t C>!T
REMARKS
I
TYPE 9�O ST UCTION ODE OCCUPANT
GROUP
SPECIAL INSPECTION CONSULTANT OCCUPANT
REQUIRED [3 YES LOAD
REMARKS
GEOTECH REPORT
BY:
STRUCTUEZA). D
BY: \�Jpt=�
VALUATION
$ �� I I
Description
Plan Check
Building Permit
Plumbing
Mechanical
Grading
Engr. Review
Engr. Inspection
Fire Review
Fire Inspection
Landscapelnsp.
Recording Fee
CALL
FOR INSPECTION
(425)
771-0220
FEE
Description
FEE
State Surcharge
tj
City Surcharge
�.5 o
Base Fee
f Z
. —I ^ —
Plan Chk. Deposit
Receipt #
Total Amt. Due
Receipt # j
APPLICATION APPROVAL
This application is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid, and
receipt is acknowledged in space provided.
61CIALS SIGN*URE DATE i
ATTENTI EXT. 1333
IT IS U L TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL Ll
A FINfL INjSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI.
FICATE 0,VOCCUPANCY HAS BEEN GRANTED. UBC109 / IBC110 / IRC110.
10104 PP;:.QQ wAon - vni i APP UAWIMr. A rt'IDIPQ
ORIGINAL -FILE YELLOW - INSPECTC
PINK -OWNER GOLD - ASSESSOR