23514 84TH AVE W.PDF7961
23514 84TH AVE W
ADDRESS: A-ve- - Wi
TAX ACCOUNT/PARCEL NUMBER: o 3 6o c,;2
BUILDING PERMIT (NEW STRUCTURE): aL,015-031 C)
COVENANTS (RECORDED)
CRITICAL AREAS:. U — I � o - DETERMINATION: E]Conditional Waiver F] Study Required Awaiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: I I dq 1,05
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 DATED:
SIDE SEWER PERMIT(S)
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
LATEMPOST'sTomis\Street File Checklist.doc
PlIchuck Contractors, I c.
67 gooft.
Job 5r,
Date 111MOS
Sheet 1 of I WER
NAME
4-,
94-WAV NOTICE AEQj
MR-140MOTION
'ROM
CORNER
.1
aV3HV
nom
avom
WORK AREA
�7
;5�-G 0
IG I Y�
CHANNELIZATION DEVICE SPACING
MPH
MRR
TANGENT
50/70
40
so
35/45
30
60
If-
&�
'71
I
Rum
Notes:
1. All signs and Spacing to Conform
to MUTCD & City of _ Mkmds
Traffic Control specs.
2. Channeilzing devices are 28"
traffic cones.
3. All signs are 48" x 48" B/O unless
otherwise specified.
4. Alert affected residents.
5. Work to take place between 9 a.m.
And 4 p.m.
6. Two flaggers will control altemating
one lane traffic. 1
7. Work area will big of C/L of
AVA & J5�w of C/L of
ISPEED UMIT �5 1
SIGN SPACING
MPH
W
45+
500'
35
350'
30
200'
25
100,
(I NY Seatfie)
(200' WN
APPK&YEB "1%30 N-1-6 '
BY ENGINEERING
Date:
ONE LANE
ROAD
47 AHEAD
ROAD
WORK
MEAD
0
28" TRAFFIC CONE
WORK AREA
TRAFFIC FLOW
FLAGGER
WORK VEHICLE
,14
SIGN LOCA31ON
A SW
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Occupancy established by this certifi
DEPARTMENT OF BU-Ib-DINGS
T)dNAL RESIDENTIAL CODE,,SECTION R110
Buildin -Permit #:'1'1*,' 2005-0310
3 Dwelling Unib��. 1
No. Stories: 2 BasemeriP N/A ..—Type of Construction: VB
Fit's"thrie-Z-bij strU ctibh,--Irj
Owner of building:
The Single Family Residence at 23514%41�.�Ave W `K6 'b hipi
as,, eeh--i
2003 edition of the International Residential Code as edlbythV'Cif . yjf o" r.,`t,-h"e3 g'-r- 6 u
the proposed occupancy is classified.
t4d and approved complying with the requirements of the
and division of occupancy and the use for which
Issued this 29th day of November 1 2006
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.
-
4
- 013�
"'9'ATE RECEIVED
Ar. - E CE I VE - #x/
Te5 7
.
PERMIT EXPIRES
CITY OF EDMONDS
PERMIT
NUMBER
CONSTRUCTION PERMIT APPLICATION
JOB OITEIAPTO
ADDRESSJ?�5�q svo
OWNE;rE/MAME OF BUSINESS
/*V-
FLAT NAME/S.EIDIVISI.. .0.
LOT NO.
LID NO-
z
MA17
LID FEE $
PUBLIC RIGHT OF WAY PER TESCP
0
OFFICI STREETMAP
P.,t=.
CITY ZIP ITELEPHONE
r—
EXISTING .1� PROPOSEDAL I.,—
u-
RP:1-2-�'
�� R�.. 13
RF.UIRE. DEDICATION FT
NAME
METWIZE LINE
4
SIZE
1
I NO. OF FIXTURES
10
PRVREQUIRED
S
YE 13 NO 13
i
t
ADDRESS
REMARKS
OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
z
SIC
na 161ftff.,
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AD
-SITY ZIP
ITELEPHONE
NAME/O?�/�
JCBLI
2
ADDRESS
ENGI NEERING DATE
j-W 44 s
z
0
-�T
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6'96e�
FIRE REVIEWED BY DATE
1
MBER EXP g;
THECKED BY
VARIANCE OR CU
SHORELINE OR ADB#
INSPECTION
SEPA
7/T �( 9t 0
13 YREOU
ES
I ED- PLEIED I EXE PT
0
ACCO N PA
PROPERTY TAX ACCO
VEER
—STU.DY
ZONE
SIGN AREA
Al��O—E.
HEIGHT
ED
13
�.nl) .50PO
l�, M . 9
�<NEW
�&�ESID ENTLAL
LIM
At BING I MECH
LOT COVERAGE
ALLOWED PROPOSED
REQUIRED SETBACKS (FT.)
FRONT SIDE REA"
CKS (FT.)
REAR
ADDITION
COMMERCIAL
0
COMPLIANCE OR
�375% 2--(
I
-T.c,' IS 1.2GI;
0
z
z
MIXED USE
CHANGE OF USE
z
REMODEL
El MULTIFAMILY
SIGN
Q,DPARYJRNOGV
RE P IDED
LOTAREA
PLANNING REVIEWED BY DATE
C:] FENCE
C]. REPAIR CYPS X FT.)
2 1 2- ,
�7
0
REMARKS
-E] DEMOLISH 0 TANK OTHER
GARAGE RETAINING WALL E:] FIRE SPRINKLER
CA,�PORT ROCKERY FIREALARM
0
PXEOFUSE,BUSINESSORA
IN:
TYPE N15RUCTI
0 CUPANT
GCR Up
_2
w
a
111 0
NUMBER
OF
STORIES ',7
NUMBER OF
DWELLING
UNITS
SPECIAL INSPECTION
7co. SULTANT OCCUPANT
LOAD
REQUIRED13YES
DESCRIBE WORK TO BE DONE
ItAql,�?r4
REMARKS
GEOTECH REPORT
BY:
STRUCTURAL DESIG
BY: 1. 1&
VALUATION
C�L IWIXII/yo/I —
$
Description
FEE
Description
FEE
Plan Check
/V3
State Surcharge
CE
VESTED DATE
-71
Building Permit
/
99
City Surcharge
PLAN CHECK NO:
Plumbing
e?3 0
Base Fee
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY . ANY CONSTRUCTION ON THE PUBIC
Grading
DONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
L
SEPARATE PERMISSION.
I
Engr. Review
PERMIT APPLICATION: SEE ECDC ig.00.005(A)(5)
PERMIT LIMIT: SEE ECDC 19.00'005(A)(6)
Engr- Inspection
lop
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS
Fire Review
Plan Chk. Deposit
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS. WASHINGTON. ITS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND
Fire Inspection
Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SMALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
Landscapelnsp.
I
Total Amt. Due
NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.*
Recording Fee
Receipt #
IR
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMAT ON
M '"0
APPLICATION APPROVAL
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENTIOT
GENT OF
THE OWNER . I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC
N.TRUC_
CALL
T s applicatiorI is net a pemit until signed by the
Y
TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED
Buil dingi Official a his/her Deputy: and Fees are paid. and
IN VIOLATION H LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
receipt is acknowledged in space provided,
JAN
WORKMEN'S ATION INSU-0CE AND RCW 18:27.
. I
0 IC TE�
DA
T
SIGNAJ����
DATE SIGNED
1425).
Alt-,
I
771-0220
65
RELIIASED BY
ATTENTION
EXT. 1333
IIN e--)
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
q 71S
A FINAL INSPECTION HAS BEEN MADE AND APeROVAL OR A CERTI-
\,j
FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 / IBC110 / IRC11110.
0 Al FIIA)l q-Fr,
_-OWNER - GOLD . ASSESSOR
0
0
PLANNING DATA
NAME: F::-_7 t;4-1 'n 9- DATE: 2_ob - 0 t�'
SITE ADDRESS: a :F5S I L4 -Qi CA J=b K--y PLAN CHK#:.C9S-O
PROJECT DESCRIPTION: '1%,I, . (=,; i= F_
REDUCED SITE PLAN PROVIDED?(�/ No)
MAP PAGE:D 5:5 CORNER LOT: (Yes / No FLAG LOT: (Yes I No)
ZONING:V-'O:'-'B CRITICAL AREAS DETERMINATION #:!2 S 0
Ll Studv Reauired:
21 Waiver
Ll Conditional Waiver
SEPA DETERMINATION:
L3 Fee
Ll Checklist
L1APO list / notarized form
Ll (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
Exempt L4
SETBACKS:
Required Setbacks:
Street: Left Side: -7 Right Side: Read
Actual Setbacks- It
Street, Left Side: lRight Side: Rear:
Street map checked for additional setback required� Ye / �No I D'NA)
0 DETACHED STRUCTURES:
U ROCKERIES:
Q FENCES/TRELLISES:
U BAY WINDOWS / PROJECTING MODULATION:
0 STAIRS/ DECKS:
PARKING: Required: 2— Actual:.
LOT AREA: 2- -7 -7 ? _^
— - a- '!�2' 1 91, �_ Lo T- ) C-0 - 13 , 7�3 _Pe__';" I C��
BUILDING HEIGHT: 90 A I
Datum Point:_Q -7 Datum Elevaii�h: C% Att-A
Maximum Allowed: 1-2- q Co D_5 J_Actual Height: .2- L4 01 1 1 2_�3
A.D.U. CREATED-g��/ Ye�s)
Ct
SUBDIVISION: C) .
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes / No
�w.w-nip-Air"A 0.4-
Plan Review By:
Newl3PPlanningDataForm.DOC
0
0
W (A f
R 9 C 9 11 D
MAR 3 1 Zlib
PERMIT COUNT ER
. ..... . .
Zone Comer Fla&_
Setb Agquired Actual
Front .21
Sides zT. 5 0
Rear
0dw
2 H Cz
Be
.*ft
Basis of 9eari I n
.......... ......
.... . ......... ....... .. .... ...... .. . . ...... .
OWNER:
Firstfir-le constnuclion Inc,
()44 -Maple Street
J,dnlonds Wa. 98()20
Pit: (206) 498...5339
SITE ADDRESS
23514 84"'Ave. \Vest
I.` d:'.I()nds Wa. 98020
I ax Parcel 274W31-002� 048-00
I z
LOT COVERAG:,
Lot Area
7.10 sq, nitvoa�
L__ .. .. .......
.... ...... . . . . . ............... . ......... .. . . ....... . .. ....... . -
HEIGHT CALCS
A:: 98.95
B �; 99, 13
C= 98.83
98.93
A,.g.Cyrade�: 98,96
Actual :::123.87
Maxuiiyium� 123.96
S'ITE PLA.Tq
Scale: I lnch:� 20 Feet
APPROVED BY PLANNING
q
- .. - . .......... .. .... .... ......
IMPERVIOUS SURFACE CALCS
i fouse
4450 t) 10 46
Wa I k S
90
f'alio
NO
Drive' " concrete
900
Driw."asphaft
WO
Foul Imperviou s 4 r640 Sq%Ft. 4+(p*Lb4
House :::
1.2�. 1-1404
Covenigo =
'120 = 6. 130'
Lot Slope =
Lv -11, all 5%
Not
A8000 Sq. F1' Lei
8two '7
OTHP""EET
FILE
RECEIVED
JAN 2 4 2005
PERMIT COUNTER
X/
Permit
City of Edmonds
RIGHT-OF-WAY CONSTRUCTION PERMIT' Issue Mite: 104 -ia,L2611-5
A. Address o.r, Vicinity pf Com
I
B T s�ecific):
ype of Work (be
U Contractor: I
Mailing Address:
State License #:
Contact: �w
Phone: (-Q, u (4
Liability Insurance: Bond:
fl., 0 , T Z 44 1
Ly us ness cense
D. . Building Permit # (if applicable)- Side Sewer Permit # (if applicable):
E. Commercial Subdivision E] City Project EJ EUC (PUD, VERIZON, P SE, COMCAST, OVWSD)
F-1 Multi -Family Single Family- FI'Otlier
INSPECTOR: A VV X N N E It
F. PAVEMENT CUT: R9 YES F� NO G. SIZE OF CUT X 's
CONCRETE CUT: YES F� NO
G. El� Mail Approved Permit F-1 Call for Pickup
application e; holds the City
of EA 'hd's:"`hta�rmless from'.
X"A
A. � %�j , I �.5 '. , f
INDEMN[ty.. 4pplican't' underst'a"nds by hislher �sighature * i&l h e�s 4
injuries, damages or claims of anY kind or description whatsoever, foreseen or unforeseen, that ma.v be made against the City of
Edmonds or an - v of its departments_or emplQvees, including but not limited to the defense of an1v legal proceedings including defens
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT.
+ Tfaffic 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) 296-1557305 and must have certification verifying completion of the
-xequired training in their possession.
+ Restoration is to be in accordance *ith'City codes. All street -cut trench work shall be patched with asphalt or' City -
approved material prior to the end ofthe worlday L-IN&EXCEPTI
+ Three sets *of construction drawings,of proposed work are riquired 03it SrIthe permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOW1-,EV E
THAT I MUST MAKE THE PINK COPY OF THE'PERMITA PAILABLE ON SITE A TALL TIMES FOR INSPECTIOV, P
Signat Date:
qre:: Y—) <
.--(!Contra&jrorAgent)
FOR CITY USE ONLY
Approved by: Jaime Hawkins Right-of-way Fee: $160.00 + $15.0
Time Authorized: Void After Februafy / 17�h / 2006 Disruption Fee/Fund 111: $0.0
Special Conditions: Restore ROW to like and/or better condition. InspectionFee: 2@$50.0=$100.0
Maintain 5' Min. setback from all City of Edmonds utilities. Verify Total Fee: $275.00
clear bore crossings. Call for locates of all U/G utilities prior to any Receipt No
excavation. Alert affected residents and businesses. Conforna to Issued by: 2= —
the approved working drawing and Traffic Control plan. Please refer to Edmonds Std. detail E2.3 for utility patch
..restoration, requirements. Please call the number below to schedule the required inspection(s).
REQUIRED INSPECTIONS:
C#11 425-771-0220, Ext. 1326for.a 24-hour i
FINAL APPROVAL,OF PERMITTED WORK:
vrde�inspection request line.
DATE:
's 9zhature
C\Documents and SettingsTurtis\My Dociments\Fonns\Engnrng\ROWperr�it_,doc Revised 10/01/03
e:
cA F= ma- 150
Critical Areas Checklist
------------ * - --------- - ---------
Site Inf6rmation (9"wpogWhy&ydm1ogy/ve89tWOlm)
1. A2 ZY 15
2. Prop" Tax Asw=t 7-Qq —ZO#9
t4umw, M -2
3, Apptuinum sits ame (amu w square fad). 2Z 726 Er,
4, is t1s. she curmtly devekipeffl —Z ym no' —
A w
If yes; how is tke ewyetopul? fz;ulg L
S. Desuibe the geneW site wp*Mby. MA& an *At apply.
Flat jou than 54W eLmradett chmp ova entire site.
Roftg: slopes on she gerAmIly bu fim IS% (it vertical rise of I 0-feet over a
WOW disla of *ft�
Mly- Blopes prasem on sita of mom thiu I S% ad I= dum 30% (a vertical tise of
I OOL-ft Vm a huizvow disthme of 33 to "-fftt).
S*W; gracks oirgmtes Um 30% prcm= On sim (0 Wrticli rise of I 04W over a
horizontal 4isam oflem d= 33-fftt)-
....... Otbar (Plame dm=ib4
6. Sift roObLfiu arm 01year-ratutdoambsWmer Approx. Dopft
7. 3ftC9GtAWarcmOfsusm1MmWjw9W- .-- hA _;AWox.Dep&
what mm*s) attfis yee)
a.- Sim. Is In the flaudway fiWdP1&in_—
A— d b
9. S Its conaim a amok or an am where water.glows mica to paunds mr&ee? Plo" an year-
roum" plum am smumat? !10— (What time of yme - no
10. Site Is Pdruaffly; forego abmba mb6W
urban kadscs* (lawUhfubs aft)
M OlMou watland is pramt an she: -nQ
. . . . . . . . . .
T 7.
RECEIVED
JUN 0 1 1998
PLANNOW DEPT.
09- g 2
From: oaccra G000man TO: Oty0MUM0110S
Date: 0/l/ga TIM$: 8:10:22 PM Page i oy 1
CD
.. %w*, %%W
PACIFIC NORTHWEST rrITLE_
Company of Snohomish County, Inc.
ORDER NO. LAZO
31 - 5-7
RAMINTANTiTkU IS 9W A PUT 61PUMVICY
nr IJI rVL412900 " A com".. � " La"rg
Inm LAM IWIZON WINU "IFICILIC14" TO
STUM AM q=K LAND. 00 LI"UJff 0
AUUMM BV UUAX= UILUOK
os
el i
18 17 A6
15
a
1 -9
I
.6
5
F
'I/',o
-,
HOLLY LANE
— (4765)
02( �
18 Ir Is is 14 15 4e .9 .6
LLI
(MAPLE LANE) 233rd PL. S.W.
14 Di(5009) 1 * I � -1 t I. �.
, 10 0 6 ? t I I r
Q
a]
—Tio 1.9 71 It -1 4 J I
(MADRONA, LANE) :234th. ST S.W.
9;4T
1 15 14 13 12 /0 a 5 z
co 2,0591 �1'Tl -aV 12,%5124"1 120�' �-Oa 12-07117-05
-j-
4;T 2-01,7 Tz 2-047
?-0413 'A
2-070
iROW 120W 12M 1 2.072 2-049
r-
P—, cl—b— a-..d-- T., CH.74-sr—d &AJQ4 il�., 0,04.ad PM 4 .4 4
40 City of Edmonds
CRInCAL AREAS CHECKLIST -
The Crilial Arco CkcdWst conmined on this A= is
to be filled out by' say person Fopering a
Dwdqpn*= Pa=it ApplicAdw for the City of
IP., Is prior to bisqw Submittw of a dev4ovamt
pc=it to ihe City.
MW Purpost of the che,4113t Is to vmbk city gaff to
dft Whether any po=tW CrWeal Am we, of
my bc� pmww on tha subject proputy. Mw
I R I rn, tion needcd to compleft ft Cbwkllst should
be cw[ly avdiable fium obwvations of the afto or
dak availabic ai City Hall (Cftdcal Ams inveawdek
UMP, or soil p1myl).
An qppli=4 or Wsiw repesmudvj� ImIst fW out
the GhOcHist sip md d= k end mbmit it to The
City. 7be City will mview ft cbmUst mb a
Feansory site Ask amd make a detemikmdou of tl=
subseqaast gtqa neossay to cou4Aeu a davefopnew
penmit appumdon.
Pit= A*Mit a viduk map along with the signed
COPY 6f US form to mist City Mff In find* md
loc"n, the gpeeffie ;)i= of p*roperty 49cribw on
ft &M. In Iddition, the applicant zW1 include
other pertkwt idomation (e.g., alto OvA topupzpby
map. ctc-) or "ies in corijunction whh d3is Chocklid
to a9d3t staff 1A Compkdas dL* PrGHMjwq
w3ownwat of dw site
I have completcd the att=hed Critical Ams CheMst and aftcat tbz the wzw= Xvvidad an &cUml, to the
bW of my Amowledp (W out the ap"da col=n Wow).
OwnewAppliftnts
Na=
Shvd AA&ws
aly Stue . Zip
S*av=
Uka
� -I I OdIA4MA"dAft
Applicant Wpramtntive-
- aive"a- "
Name,
StmetAddxwe
1-0� LM
299,41
city Swe zip
9� 32 2 -
T7��
sipawm
(over)
lz? c. 1 S (),�
Debra Goodman
1412 25" East
Seattle, WA 98112
Subject:
Dear Applicant:
CITY OF EDMONDS BARB . ARA FAHEY
MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works - Planning/Building - Parks and Recreation e Engineering 9 Wastewater Treatment Plant
June 9, 1998
Determination regarding Critical Areas Checklist # 98-150
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
............ ........ - ..........
IMPORTANT INFORMATION TO BE NOTED:
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENVIRQNMENTAL CHECKLIS OR CRITICAL AREAS STUDY,
The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a
project -specific determination.
You must submit a cony of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL 41111111
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Perm it.applications include the following:
Enc: Determination
* Architectural Design Board
C:ReceptIonUana\CRLTR.doc
Building Permits
Conditional U se Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
Thank you.
Sharla Graham
Acting Planning Secretary
e Incorporated August 11, 1890 9
Sister Cities International — Hekinan, Japan
STANDARD
OWNER:
--k C ? n e4 e-i <,, - C-'� ---a. c;
DETENTION SYSTEM-WORKSHEET
(5000 SF OR LESS) CAL.C. BY:
ADDRESS: PHONE:
DATE:
IMPERVIOUS - SUFACE AREA PIPE DIA. TPIPE LENGTH ORIFICE
FOOTING DRAINS SHALL NOT BE CONNECTED TO
4117,�SD 4�Or— 50001114 Imps"Ows ft" OCKING LID (TYP)
0 ELEV._� IM ELEV.
DETENTION PIPE LENGTH 6" Min. clearance
FINISHED --� Measured from top of
GRADE TIF FConc. box or riser.
TIGHTLI
— 0-5%TO1.0%SLOPE
UPPER CATCH BASIN
ELEV.
CONTROLCB
DETENTION SYSTEM
STH"EET
TO CITY CONVEYANCE
'---INV.
ELEV.
L '*--OUTLET
ONTROL
MIN. N"�01mir-C
RIM ELEV.
FILE
INV. ELEV.
2'X2'X1 2" DEEP CONTROL CATCH BASIN
(4'-6- QUARRY SPALLS OR EQUAL) IN. 6"COVER
FROM CONTROL"CCB IN, 6", 13-
2 U�12' DEEPS
(4 QUARRY PALLS'
-T
CONTROLCB
SHALL BE PERPENDICULAR 1.5'
TO SPREADER TRENCH ,,—TRENCH SHALL BE LINED
PERF. PIPE SHALL BE WITH MIRAF1 &ON TOP
LEVEL & CAPPED AT ENDS
RIPRAP OUTLET 718"WASHED DRAIN ROCK
SPREADER TRENCH
NOTES
1. CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE 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 catch basins to allow proper operation.
The outlet control orifice must be kept open at all times.
CITY STORM
CONVEYANCE
SYSTEM
PREADER TRENCH
SHALL BE AMIN.
OF 10'LONG AND
PERPENDICULAR
TO CONTROL CB.
REC:F-IVED
JAN 2 4 2005
PERMIT COUNTER
4045nn
APPROVED BY
4 L&
DATE
Table 1 -- Detention Pipe Sizes
Impervious
Surface Required Pipe Diameter
Area Sq. Ft. Vol Cu Ft 15" 181, 24" 3011
2000
50
40
28
16
10
2500
62
50,
35
20
13
3000
75
60
42
24
15 Required pipe
3500
87
70
49
28
18 length in feet
4000
100
80
56
32.
21
4500
112
90
63
36
28
5000
125
100
70
40
25
*NOTE: Use the next highest surface area to determine detention size if calculated impervious surface area is
greater than 1/2 the value between numbers. (i.e., 2280 use 2500)
I Table 2 -- Outlet Orifice Sizes
Impervious Surface
- Area Sq. Ft. Outlet Orifice Diameter (Inches)
2000-2999 5/8
3000-3999 3/4
4000-5000 7/8
ITable 3 -- Rectangular Catch Basin Requirements
Detention Max. Size Catch Basin.
pipe diameter knockout Type
< 18"
20"
18" to 24"
26"
24" to 36"
36"
36" to 42"
42"
*Source: Assoc. Sand & Gravel Co. Standards
ALLLOWABLE STORM DRAINAGE
DETENTION OR CONVEYANCE MATERIALS:
Type 1, CB 15
Type IL, CB 16
Type I[, CB 19 19 (48" Basin)
Type 11, CB 19 19 (54" Basin)
• Reinforced Concrete (right-of-way) I
• Non -reinforced Concrete (non -right-of-way)
• Aluminized Steel
• Aluminum 16 GA or better
• CMP Asphalt Coated
• N-12 ADS HDPE (Min. 2'cover required under paved areas) water tight
• PVC-SDR 35, ASTMD-3034 or better
• Ribbed PVC pipe, ASTM D-2444
• Ducticle iron pipe Class 50
- Tightlines system:
• N-12 ADS (Smooth Wall)
• PVC-SDR 35, ASTMD-3034, or better
• Hancor F-810
S:\ENGR\HANDOUTS\Drainage tabl E21
E/P
-----------------
LINE
--------------------------
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8t—
—1" POLY 200 PSI
W/ TRACER WIRE
ul
@ 1.5' DEEP
1235141
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---------------- ---------------------------
PROPERTY LINE
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PROPERTY LINE
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CITY OF EDMONDS WATERLINE AS —BUILT
:::> ADDRESSi PERMIT
ta 23514 84TH AVE W NO- BLD20050310
CONTRACTOR, HOMEOWNERi SCALE,
ALACKSON I GREGHALE CONST I NTS
TE DRAWNi DRAWN BYi
08-15-07 1 J.TRIEU
04-07-2006 1 JH
NOTICE:
No---wa r-ra nty- OT
The information'shown on the attached
map(s) was compiled for use by the City Of
Edmonds/ its Employees and Consultants.
Th.e City of �Edm.qnds does not - warrant the
accuracy of anything set forth on t . hese
Map(�-)- Any person or entity *requesting a
copy should conduct an independent
'ation shown on
inquiry regarding the inform
including, but not limited to,
-tRe -rn a P (S)
t h . 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 Edmonds nor its
ernp-to-yee-s o-r office-rs -sh-a-'I*l be 1--ia-b-Ife for the
information given' on this map(s), nor for,
tation provided based
any one represen
upon said map(s).
//t$ WANNL
F*Ic
,6,ocy-
46;
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CATCH BASIN
4,
4�:%--:
PLACE FILTER FABRIC BETWEEN FRAME
AND GRATE. PLACE 7/8' WASHED GRAVEL
3-4 INCHES HIGH AROUND CATCH BASIN
TO FILTER WATER.
STRAW BALES MAY BE USED IN CERTAIN CIRCUMSTANCES (SEE DETAIL E111)
UPON APPROVAL OF CITY ENGINEER OR HIS REPRESENTATIVE.
THIS APPLICATION SHALL BE MAINTAINED AT ALL TIMES DURING
CONTRUCTION PERIOD.
CITY INSPECTION REQUIRED ON ALL EROSION CONTROC
MEASURES BEFORE WORK CAN BEGIN.
. vtr--.4,
Vgvnod
" Lf-5
8i90C.-ITY
REVISIONS--- STANDARD' DETAIL
opprmvu NY m'm
TEMPOW SEMMM TPAP FOR CATCH BAN
DATE SCALE m No' E 1.3
_1990 7/24/01 NTS
—
ATTACHMEM, B-4
5
BINDING WIRE OR
TWINE
- TLI-T
COMPACTED SOIL
PREVENT PIPING
EXCAVATE TRENCH 8' DEEP
WHERE STRAW BALES WILL
BE PLACED AND STAKE BALES.
-±T T
CROSS SECTION OF A PROPERLY
INSTALLED STRAW BALE BARRIER
TWO STAKES PER BALE TO
MAINTAIN POSITION
STRAW BALES AS
REQUIRED.
PROPER PLACEMENT OF —STRAW -
BALE BARRIER IN A DRAINAGE: WAY
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER 'EROSION CONTROL. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN.BEGIN.
1090-199V
REVISIONS STANDARD DETAI.L..
pjq.itom RY
STPRW BAI� DM FUNATM SYSTM.
DATE. SCALE owc NO.
7/24/01 1 NTS I I I . .
ATTACHMENT B-2
r.
16� -
FILTER FABRIC
SECURED TO 2' XX 2"
14 GA. WIRE FABRIC
EQUAL
2' X 2' WOOD OR
EQUIVALENT—N,
8'— 12'
u E�
PLACE 3/4'-1.5' WASHED GRAVEL IN
THE TRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE.
FILTER FABRIC MATERIAL IN
CONTINOUS ROLLS. USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
C) il: WIRE MESH SUPPORTF�
,I E
To S I
TO SUPPORT FILTER FAb IC.
cu
%0
I
�u
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER EROSION CONTROL.
rago-194M
- - - - - - - - - - - - - - - - - - - -
RY BOTTOM OF FILTER
-CB-U!
MATERIAL 8' TO 12'
6' MAX.
LJ
N 20 -X-2--��--WOOD POSTS OR
.171-1 EQUIVALENT
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
CITY -0-F.-
REVISION STANDARD --:-DETAI-L--
WpFovu
FILTER FABRIC FENCE FILTRATION SWEIN
7/24/01 SCAM -NTS D" Mo- E1.1
ATTACHMENT 13- 1
a
I
Find
z
4
7.
(5� vz,, CMVAV-,S
HEIGHT CALCS
&EXT-3 um
B= 99.13
C= 98.83
D= 98.93
Avg. Grade= 98.96
Actual = 123.87
Maxuimum-- 123.96
R, 7,'
SITE PLAN
Scale: I Inch = 20 Feet
A
55,
11
v
Basis of Bearing:
T�
At
Iq %4
I&]
I
q cl,
V,
00
OWNER:
Firstline Construction Inc.
944 Maple Street
Edmonds Wa. 98020
Ph: (206) 498-5339
SITE ADDRESS
2,15., 1484.,t Ave. West
EdmOiid
20 —
a
Ta)� 4f"2�46% 002 048-00
%Lev 9'%.'n 1E
LOT COVERAG
Lot Area = 27,720 Sq. Ft .
House = %-7 ID
Coverage = 1,750 / 27,720 = 6.13%
. .. ...... Lot Slope = Less1han 0
7%%. Not,:Lot coverage on - 8000 Sq. Ft. Lot
�4 ae 1750 8000 = 2 1.97% coverage
STREET F
IMPERVIOUS 8UVACE CALCS,-,,*
House I it b4,+ Zone- tz-:5-1 Corner Flag_
Walks 90 Setbacks Ret..Lwred Actu�l
4 S I
Patio i 240- Front
Drive/ concrete 900 Sides
I
Drive/asphalt 168 . 0 Rear
Other
2-a B-0:01 9<9
Total Impervious- = . .
emsqlvAto OVED BY PLANNI I
D
RSCE:IV�,
ILE JAN 2 4 2005
ji;
PERMIT COUNTER
RECEIVED
JAN 2 4 2005
PERMIT COUNTER
'If
ZCA,00,
I
... .......
F-X%ST k Nc" t�QQ512
,,-. .,I, j, ) IGHTLINE
AI'ERIAL
SDR 35
SCH 40
N - '12
rsio HANCOR
FOOTING DRAINS NOT
TO BE TIED INTO
DETENTION SYSTEM
.4�
Basis of Searing:
gk�
--w\ -b 4 - - I . -
.Va 9sr
*J
CIS
a
10
10
"'A'b %owe. S�b
Vftam %VA
&
-A-). 00
% 941
j".
j 0 0. 9A "s
CONTACT OLYMPIC VIEW
WATER/SEWER DISTRICT
Ov� 12;ewer— NSM�T(IOQS
WATER
INSPECTIONS REQ'D.
OALL 425-771-0220 M-'. 1326
OWNER:
Firstline Construction Inc.
944 Maple Street
Edmonds wa. 98020
Ph: (206) 498-5339
I
00 SITE ADDRESS
do, th -
*% 23514 84 Ave. West
r0ev Edmonds Wa. 98020
t Tax Parcel 2740431-002-048-00
LOT COVERAGE
Lot Area = 27,720 Sq. Ft.,"
House = t. 1-710 43
Coverage = 1,750 / 27,720 = 6.13%
Lot Slope = Less Than 5%
e: ot coverage on a 8000 Sq. Ft. Lot
erage
r 1.750 / 8000 21.87% cov
r ovo'
vf e.9 Soqe. i �j CZ
('J
Co 0 VA.
777
IMPERVIOU.S SURFACUCALCS
TEMPOMRY Q, UC-ION 1,7 1 o'
H N R House
C "V"s zw'A
is
GRADING CALC
CUT = 141 Yards
FILL = 141 Yards
Total Cut/Fill = 282 Yards �
-OrainMe +
GRADING PLAN
Scale: I Inch = - 0 Feet
51 t--T
VZSNU�-
=1MREL Walks. 90
Patio 240
Drive/ concrete 900
Drive/asphalt 1680
'Fe
IWO
0' IS' R E S P 0 N B L'
IT 7),
APPROVED AS NOTED
BY EN1GINEERINaGj___.
Date:
RIGHT-OF-WAY CONSTRUC70N PERMIT
AND INSPECTION REQUIRED
-J(-fiPP90\(A-L 81,( -e5r\J6jP-
6NL-� I NOT 6OP--r PAT
Wl Total Impervious .-4 t2b,4
.Ledgend:
Existing Grade
Finish Grade
Silt Fence x x
RECEIVIED
STREET FILE JAN 2 4 2005
PERMIT COUNTER
0,05... 0316
o2,3 �rlll W" Am
A, '-i
, z.,',W3
PERMIT COUNTER
FILE
RgCF--IVED
JAN 2 h 2005
PERMIT COUNTER