18311 84TH AVE W.PDF111111111111
7819
18311 84TH AVE W
t
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATION: 0 Conditional Waiver Study Required PWaiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: '?,
SEWER LID FEE $: LID #:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DA:
LOT: BLOCK:
LATEMP\DST's\Fomis\Street File Checklist.doc
0 .0
PLANNING DATA
NAME:
SVO 0/4 /W LI/
SITE ADDRESS:— DATE:
ZONING: PLAN CHK#:
PROJECT DESCRIPTION: k Z"' V�1'
CORN ER LOT //a (Yes/No) FLAG LOT (Yes/No)
SETBACKS:
,Required Setbacks:
Front: 2,�_ Left Side: -Right Side: t16 Rear:
Actual Setbacks:
Front: Left Side: ii d h2o Rear -
Street map checked for additional Aset - 42 WryirQVI r7i
(Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N)
LOT COVERAGE:
Maximum Allowed: Actual:
B UILDING HEIGHT: 2-5 "',
Maximum Allowed: Actual Height:
Datum Point: 1p-k,A.4 'IL/ � ��4 -Datum Elevation: loo 3 ? z.
A.D.U. CREATED?: Al
SUBDIVISION:
CRITICAL AREAS #: 44 - '� 7 - ( 7 � - C_/ fA- ( VL--h-
SEPA DETERMINATION:
LOT AREA: 11-2 ez
OTHER:
Plan Review By:
c.\r11es\pennit\-p1and2Ldoc
k—IeLi I-11-t INU.
Areas Checklio L4 - 97
--- -------------------
-!�Ical
--------------- ----------------
Site Infor.m.ation (soils/ topogaf4) h dr6l�' e Metio
1.
Site Address /Location-.-. "I A WN -24
4
2.
ce),
Propert T eT; Z3 0qf 0:7 z 0q, 0 G
y- 49.,,Account Numb 7.19
I
q re y,
oxima te ages ors A feet
Am. te Si Size
4.
0�js site currently developed?:��.,y Y"' no.
PW is. s Qpped?
es; h ite dov
De,saibo the genetafkte topol#aphy; r-heck that ap'
P
Fl;' I e o" th'' f: n, ,afi e over entire site,
an
,
9 s op.os on pi eprierally less it�an i56/o (a vertical fise of 10-feet overa,
tital. i6t, :of 66-fiet).
n!si e o more :15 d, -han 30
presen n %: Ah less�,, t �t verl�ka,
J.
ris of 10� ovet thorizonta dis tariceb 3 to. 66�4ee
e
X eep giec t 30 0/kpesent on. sit (a Ver#cal rise. oil Ow -lie r'.�:
t 'h
Itlertp an,
taldistaiici of less: than 33.4eet
Other (p�e4se desc '�e
6
eas of y0a st water pro th
s 4v rmround pdip A
tontain ;,..p P
7.:
r se m g,water-,
cqntains a easpf, a nal stand'
so
What sqa�on(s) of. the vear?
Site i's in the fil OwA AppOplain of a water coUrsO,�
9.
Site contains a creek or an area where water flows across the grounds surface? Flows are
year-round? Flows ate seasonal? (What time of yearl(-Fq-�,. F.1
10.
site is p=a n.ly- f oixested' meadow shrubs ir�ed
urban landscap S"s tc)
(lawn,
11.
Obvious wetlAnd is vresent on site:
CKILIST.
The Critical Areas. Checklist contained on this form is " An or his/her represen ive
tat" ',,, 'tn.ust fill out
to be filled out by any person pTeparing a the cheokli t i :,'.''and date it, and
is sign g"it it to the
Development Permit Application for ''the City :of City. .;.;T ip
V ck st make a
11 City will re iqw the chc.
Edmonds pTior to his/her submittal of a-'a6vplopment precursor t
.y si e visit.. and make a determination of the
ermit to the City.
p subse4tidt t steps hecessary to complete d velopment
permit -application,
The purpose of the Chet st-i nab. e .-Plea s bmit. a vicinity mog- a
k1i �-tq e. I a
city �t. jf to
u
longmith the �.$igried
determine whether Any-p`o'tentfAl' Crid6al Are M ass's Ch 'in findihR and
�4�.Pxq,- qr copy 6fthi to I t.
y stdf.
p rV. 4
may be, present on the su:b'e prty. The: locating the 5p ic piece �,.,of pro e es -ori
.J 'pt prop pcif
�ribed
information naded:tb complete th Checklist sh6uld` this fprm�.;. In add -dl include
e e ition thO Applicant sh,
be easily available from observations of the s th ation (e.g., site plg� to ogrA I p
ite Or o er ertifteni inform
P �hy
its"in-corijunc -he list
data available a.i. City Hall (Critical Areas invento
ap, etq):6fstud , 6S'C -k
c.
maps, or Sol surve to assist staff in corn"
Y$
p, e ing, ei. ry
jrruna
of the site
I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to th
best of my knowledge (fill pigt tjie 4ppwpriate column below).
Owner/AP
Wicant:
Name
Applicant Representative;
Name
3 Z-u - -
.P,O, Cox -PIQ-t 13OX 2714
Street Address Street Address
q0A
w4,
City State Zip
(w r ) — w7c-�nc,
Telephone
11r.
Signature
Date
cnceptionVaneNcad,doc
IL24
Y State
Zip
Telephone
Signature
Pate
(over)
bUftDING
JUL 9 1998
15'F
90,
A +135' 4'
B +137.4'
C +131,4'
D 4135.4'
AVE GRADE = 134,9'
ACTUAL 158.7'
MAXIMUM 159-9,
0 NOW
09,
TAX ACCOUN7 PARCEL
192704-1-DeS-0004
LOT AREAt
41705 FT.
0 -a �V' F;; -
ILI
267.23'
DRIVEWAy _�]� +117.4'
\-777
cop
CM
RR amx co city
A Ppapasn
PESIDENCE
moo oft. ost nom)
12'4,9' 104 Sul. camo rlmp)
10 7,7 2'
T%%&wrL4-4(a Tto
Va1TVwA-Tj%pA VAUI-T
ro
.4 CXLn*
AT QAJ Uj
61
ru
847H AVE, W.
DATUM PT. *3324' AgPEPTABLE TIGHTLINE MATERIAL
s-ratt'. pwT%'A--n MANHOLE COVER N-12 ADS - .. , -/
�4)
Sch 40 PVC
APPROVED AS NOTED SDR 35(�§jhkk�0
-d- �4r —
JANRIS CIINSTRUITIIIN
1PLUTPLAN 84th Ave W, IT SCALE I" = 40' DRAWN BY CHRIS THOMPSON
I EDMONDS, WA. 98026C1E Ci
+135,4'
ol
'i . l4v�
PROPOSED
RESIDENCE
1957 jorT. clST rLDER)
18-31 SQ.FT. (2ND FLOW)
D - +133.4'
827.53'
ar*
Mcic
342 $OTT_,-
oocw
I
+137,4'
1BUMING
J U L 16 1998
A m +1354'
= +137.4'
+134
+13
3�4
4
A\/F GRAIE = 135-15'
A TU
CTUAL 160.5'
P .4XI MUJ
.Aximum 160.5,
+134,4*
1 12 4. 8'
# 1-iLtIN PA01041�
oo 5- U k
-art- cksAeLq-p
ON
10 7.7 2'
TAX ACCOUNT PARC
�h
LqL_�REA,
2F-160 SOST,
122,72'
84TH AVE. W. DATUM PT. +332.6' a -1100'
0 MANHOLE COVER
JANRIS CDN'�TRUC710N
18310 84th Ave W. I _T DRAWN By CHRIS THOMPSON
PLOTPLAN' E:I)MONDS, WA. 98OL16 LOT B SCALE 1,' 30'
0
311 - /�,Z/yl -
BOLDING
JUL j.6 1998
C = +134.4'
TAX ACCOUNT PARCEL 4
IN704-1-072--0006
.k�F? L
22,160 SOYT.
84TH AVE. W. DATUM Pr. +332,6'
0 MANHOLE COVER
JANRIS MNSTRUCTION
183 ' 10 84th Ave W. IL07 B SCALE 1' = 30'
183
PLOTPILLAN Enm 8026 DRAWN By CHRIS THOMPSON
DMONDS, WA, 9 1 -
-FRCM : Design Build Services Inc.
PHONE NO. : 13607939659
0
Nov. 134 1998 03:46PM P03
3 2-0 CA)
fl_40z
&k I.,
Structural
Engineering
for
Detention Vault
A?'J�-c
IVOY 5
41�41/0/tv 19-98
Paul Thompson r
Janrls Construction
Edmonds, WA 98026
(426) 778-7699
Design Engineering Summary
Computer Output
November 4, 1998
explfws
n DuIld ServIces, Imo.
AD 0.
an
Eholm6ar1mg & Goile.tructiori Mamagerriant, Phone lFm: (560) 793-9659
26119 - 120th St. 5.E., Monroe, WA 9,527� Faeor. (425) 290-0766
FROM DeSign Build Services Inc. PHONE NO. : 13607939659
9
L5
0
I �. � 4C) C1 '�> -
C. kr'f
.1;'S I
rz I e 0 t-Aro
(.0 1
9U.-""mck
';�� '. k
�DGJ,A.S. (to pe
Nov. 04 19138 03:46PM PO4
Dosip Build Banks*, Ina.
281 It - 12ft sir"I se
*Mae, WASB972-018
4edc�' + ISDCt 4
'10
(pk
All
72 44 T c' Lr T
D D.
WAS
r, �A (-L'; C 9
0
NA1-
FROM : Design Build Services Inc.
0
PHONE NO. : 13607939659 Nov. e4 1998 03:47PM P05
QB1C - CONCRETE BEAM DESIGN (VER 2-0)
JANRIS DEVELOPMENT VAULT DESIGN
TIME! 2:10 PM Page 1 of 6
DATE: 11-04-1998 File Namet aANVAULT
GENERAL CRITERIA:
-----------------
Ream Concrete strength = 2.50 k9i
Column Concrete Strength = 2.50 ksi
Steel Yield Strength - 40.0 ksi
stirrup Yield Strength - 40.0 ksi
Ultimate Dead Load Pactor - 1.40
Ultimate Live Load Pactor = 1.70
Pattern Live Loado (YIN) = Y
k of Live Load Not Patterned m 100 k
Left Span Cantilever (YIN) - N
Right Span Cantilever (YIN)- N
Left Span Fixed (YIN) = N
Right Span Fixed (Y/N) = N
SPAN GEOMETRY:
--------------
Design as Bm, Slab, ist (BSJ)- S
Include Beam Weight (YIN) = N
Concrete Weight - 145 pcf
Shear Reinf.i Bar Size =#3
No. of Legs - 2
Cone. Cover to Reinf.: Top - 3.75 in.
Rot = 3.75 in.
DEFLECTION CONTROL CRITERIA:
Compression steel - 0.00 in2
k Live Load to be Sustained = 50
Long Term Multiplier, "Xill - 2.00
< -------------------------------- SLABS ----------------------------------- >
Length
Depth (in)
Stem Width
(in)
Flange
(in)
Span
(ft)
(overall)
Base
Root
Width
Thickness
1.
5.50
8.00
12.00
12.00
12.00
0.00
2
6.00
8.00
12.00
12.00
12.00
0.0D
3
5.50
8.00
12.00
12.00
12.00
0.00
C --------------------------- COLUMNS/SUPPORTS ---------------------------- >
-------- Lower Col ----------
-------- Upper Col -----------
'Toint
Width
Depth
Height
Width
Depth
Height
No.
(in)
(in)
(ft)
(in)
(in)
(ft)
1
12.00
8.00
6.00
0.00
0.00
0.00
2
PINNED
SUPPORT
3
PINIZED
SUPPORT
4
12.00
. 8.00
6.00
0.00
0.00
0.00
0
FROM ' Design Build Services Inc.
PHONE NO. : 13607939659 Nov. 04 1998 03:48PN Pe6
QB1C - CONCRETE BEAM DESIGN (VRR 2.0)
JANRIS'DEVELOPMENT VAULT DESIGN
TIMEi 2130 PM Page 2 of 6
DATE: 11-04-1996 File Name. JANVAULT
SPAN LOADS-
4 -------------- UNIFORM LOADS (k/f t) ---------------- s.
Span
Dead Load
Live Load
Beam Wt.
1
0.44
0.00
0.00
2
0.54
0.00
0.00
3
0.44
0.00
0.00
<.' � ----------- CONCENrRATED LOADS (kips, kip-ft.)--7 ------------
Span Type (P,M) Dead Load Live Load Dist.(ft)
----------------- PARTIAL LOADS (-k/ft) ------------------- >
Dead Live Distance (ft)
Span Start End Start End Start End
1 0.22 - 0.00 0.00 0.00 0.00 5.50
3 0.00 0.22 0.00 0.00 0.00 5.50
Distance is measured from the left support.
Uniform and Partially distributed loads are positive dow.-ward,
P = Vert. Load, Down is Positive. M - Moment, Counter -clock. is positive.
FROM : Design Build Services Inc. PHONE NO. : 13607939659 Nov. 04 1998 03:4ePM P07
OBIC - CONCRETE BEAM DESIGN (VER 2.0)
W-mm =MW wf;.-- M a= ===am w==w=== ==M =
aANRIS DEVRLOPMENT VAULT DESIGN
Page 3 of 6
TIME: 2i3O PM File Name: JANVAULT
DATE; 11-04-1998
SPAN NO. I OF 3
-----------------
Dig. From
Max.
stir.
Max.
Area
Max.
Area
Sti.
L, SUPP.
Vu
W
Spa.
(in.00)
Mu+ Sti.
(ft-k) (in^2)
Mu-
(ft-k)
(inA2)
(ft)
0.03
0.50
1.64
none
0.00
0.00
0.00
0.00
-0.41
-0.03
0.00
0.75
1.00
1.42
1.20
none
none
0.30
0.02
0.00
0.00
1.25
0.98
none
0.57
0.05
0.00
0.00
0.00
0.00
1.50
0.17
none
0.79
0.96
0.06
0.08
0.00
0100
1.75
2.00
0.56
0.36
none
none
1.07
0.09
0.00
0.00
2.25
0.16
none
1.14
0.09
0.00
0.00
2.50
-0.04
none
1,15
0.09
0.00
0.00
2.75
-0.23
none
1.12
0.09
0.00
0.00
3.00
-0.43
none
1.04
0.06
0.00,
0.00
3.25
-0.61
none
0.91
0.07
0.00
0100
3.50
-0.80
none
0.73
0.06
0.00
0.00
3.75
-0.98
none
0.51
0.04
0100
0.00
4.00
-1.15
none
0.24
0.02
0100
0.00
4-25
-1.33
none
0.00
0.00
-o.07
0.01
4.50
-1-50
none
0.00
0.00
-0.42
0.03
4.75
-1.66
none
0.00
0.00
-0.81
0106
5.00
-1.83
none
0 . 00
0.00
-1,25
0.10
5.25
-i.98
none
0.00
0.00
-1.73
0 3,4
5.50
-2.14
none
0.00
0.00
-2.24
0:18
SERVICE LOAD DEFLECTIONS:
Vu 6L t d
(left)
Vu at d
(right)
Refer to ACI
318, Table
9.5(a or
b)
------------------
---------------------------------------
IMMtIDIATE DEAD LOAD . .
. . . .
. 0.002 L/9999
1.33
-1.92
IMMEDIATE LIVE
LOAD . .
. . . .
. 0.000 L/9999
SUSTAINED LOAD (CREEP &
SHRINK.) 0.004 L/99991
S- none
S= none
SUSTAINED +
LIVE LOAD .
. . . .
. L/9999
Top Bars Bottom
I ----------------
Bars
----------------------------------------
Area Steel
Rho Min.
0.24
0.12
Area Steel
.5*Rho.bal.
0.79
0.79
Area Steel
75*Rho bal.
1.18
2.18
* Stirrups are designed assuming SLAB members.
* stirrup spacing is based on 2.1egged #3 stirrups
* Phi Vc w 4.34 kips
FROM : Design Build Services 41 PHONE NO. : 13607939659 0 Nov. 04 113138 03:413PM POS
QaiC - CONCRETE BEAM DESIGN (VER 2-0)
======= ww4iww4-0 mm
JANRIS DEVELOPMENT VAULT DESIGN
rIME! 2:30 PM. Page 4 of 6
)ATE: 11-04-1998 File Name: JANVAULT
'aPAN NO. 2 OF 3
-----------------
Dib. From
Max.
Stir.
Max.
Area
Max'.
Area
L'. Supp.
Vu
Spa.
Mu+
Sti.
Mu-
'(ft-k)
Sti.
(ft)
(k
(in.oc)
(ft-k)
(in^2)
(inA2)
0.00
2.27
none
0.00
�0.00
-2.24
0118
0.30
2.04
none
0.00
0100
-1.60
0,13
0.60
1.81
none
0.00
0.00
-1.02
0.08
0.90
1.59.
none
0.00
0.00
-0 . 51
0.04
1.20
1.36
none
0.00
0.00
-0.07
0.01
1.50
1.13
none
0.31
0.02
0.00
0.00
1.80
0.91
none
0.61
0,05
0.00
0.00
2.10
0.68
none
0.85
0.07
0.00
0100
2.40
0.45
none
1.02
0.08
0.00
0.00
2.70
0.23
none
!.12
0.09
0.00
0.00
3.00
0.00
none
1.16
0.09
0.00
0.00
3.30
-0.23
none
1.12
0.09
0.00
0.00
3.60
-0.45
none
1,02
0.08
0.00
0100
3.90
-0.68
none
0185
0.07
0.00
0.00
4,20
-!-0.91
none
0.61
0.05
0.00
0.00
4.50
-1.13
none
0.31
0.02
0.00
0.60
4.80
-1-36
none
0100
0.00
-0.07
0.01
5.10
-1.59
none
0.00
0.00
-0.51
0.04
5.40
-1.81
none
0.00
0.00
-1.02
0.08
5.70
-2.04
none
0.00
0.00
-1.60
0.13)�
6.00
-2.27
none
0100
0.00
-2,24
0.18
SERVICE LOAD DEFLECTIONS;
Vu at d
Vu at d
Refer to ACI 318,
Table
9.5(a or b)
(left)
(right)
---------------------------------------
IMMEDIATE DEAD
LOAD . .
. . . .
. 0.002 L�9999
------------------
2.00
-2.00
IMMEDIATE LIVE
LOAD . .
. . . .
. 0.000 L/9999
SUSTAINED LOAD
(CREEP &
SHRINK.)
O.DO4 L/9999
S= none
S- none
SUSTAINED + LIVE LOAD,
=;7=7 L/9999
.0
Top Bars Bottom Bars
------------------
-------------------------------------
Area Steel Rho
Min.
0.24
0.12
Area Steel'.5*Rho bal.
w
0.79
0.79
Area Steel .75*Rho bal,
a
ilia
1.28
* Stirrups are designed assuming SLAB members.
* Stirrup apaoing is based on 2 legged #3 stirrups
* Phi Vc = 4.34 kips
FROM : DeSign Build Service PHONE NO. : 13607939659 Nov, 04 1131311 03:413PM P119
QB1C CONCRETE BEAM DESIGN (VER 2.0)
WMM === ===;; ==a ww==M:= = V;w===M= ==M ====on== ====me
JANRIS DEVELOPMENT VAULT DESIGN
TIME: 2t3O PM page 5 of
DATEt 11-04-1998 File Name: JANVAULT
SPAN NO. 3 OF 3
-----------------
Die. From Max.
Stir.
Max.
Area
Max.
Area
L. Supp.
Vu
Spa.
Mu+
Sti.
Mu-
Sti.
(ft)
W
(in.oc)
(ft-k)
(in"2)
(ft-k)
(in A 2)
0.00
2.14
none
0.00
0.00
-2.24
aQ
0.25
1.98
none
0.00
0.00
-1.73
0:14
0.50
1.83
none
0.00
0.00
-1.25
0.10
0.75
1.66
none
0.00
0.00
-0.81
0.06
1.00
1.50
none
0.00
0.00
-0.42
0.03
1.25
1.33
none
0100
0.00
-0.07
0.01
1.50
1.15
none
0.24
0.02
0.00
0.00
1.75
0.98
none
0.51
0.04
0.00
0.00
2.00
0.80
none
0.73
0.06
0.00
0.00
2.25
0.61
none
0.91
0.07
0.00
0.00
2.50
0.43
none
1.04
0.08
0.00
0.00
2.75
0.23
none
1.12
0.09
0.00
0.00
3.00
0.04
none
1.15
0.09
0.00
0.00
3.25
-0.16
none
1.14
0.09
0.00
0.00
3.50
-0.36
none
1.07
0.09
0.00
0.00
3.75
-0.56
none
0.96
0.06
0.00
0.00
4.00
-0.77
none
0.79
0.06
0.00
0.00
4.25
-0.98
none
O.S7
0.05
0.00
0.00
4 50
-1.20
none
0.30
0.02
0.00
0.00
4 75
-1.42
none
0.00
0.00
-0.03
0.00
5.00
-1,64
none
0.00
0.00
-0.41
0.03
SERVICE LOAD DEFLECTIONS;
Vu at d
Vu at d
Reeer to ACT 318, Table
---------------------------------------
9.5(a or b)
(left)
(right)
IMMEDIATE
DEAD LOAD . .
. . . . .
0.002
L/9999
------------------
1.92
-1.33
IMMEDIATE
LIVE LOAD . .
. . . . .
0.000
L/9999
3USTAINED
LOAD (CREEP &-
SHRINK.)
0,004
L/9999
Sm none
S= none
'3USTAINED
+ LIVE LOAD . .
. . . .
-M-
70
L/9999
--------------------------------------------------------
Top Bars
Bottom Bars
Lrea Steel
Rho Min,
0,24
0.12
�rea Stael
S*Rho bal.
m
0.79
0.79
krea Steel
.75*Rho bal.
-
1.18
1.18
Stirrupe.are designed assuming SLAB members.
St,
. irrup gpacing is:baaed on 2 legged #3 stirrups
Phi Vc a 4,34 kips
FROM : Design Build Services Inc. PHONE NO. : 13607939659 Nov. e4 19138 03:50PM P10
0 *-,--, IRW
QBIC - CONCRETE BEAM DESIGN (VER 2.0)
JANRIS DEVELOPMENT VAULT DESIGN
DATE: 11-04-1999 Page 6 of 6
File Name: 67ANVAULT
COLUMN JOINT FORCES:
--------------------
----- FACTORED MOMENTS ------
------- REACTIONS -------
JOINT
COLUMN ABOVE COLUMN BELOW
SERVICE DL
SERVICE LI,
(ft-kip) (ft-kip)
(kips)
(kips)
1
0.00. -1.34
1.50
0.00
2
PINNED SUPPORT
3.15
0.00
3
PINNED SUPPORT
3115
0.00
4
0.00 1.34
1.50
0.00
NOTES: Shears are positive DOWN as measured by looking
at a section cut to the right of the left support.
Moments are positive if they cause compression
in the top.
DOflections are positive DOWN.
Sustained load . 100t dead 10ad plus 50% live load.
OC .40PM PI
pHDNF=- No. : 4-3 481 7292 Cie 19ge 0,
FPOtl-q; 1147ENSUS
pRC)jECr—/,4-1
INTENSU5
r 1$10 . BuFlvrgylwo
;k PROJECT N10. 1,f 2 70
q ( 6
p.o. 1468 - Snohomish WA gMi DATE L
FROM INTGNSUS PHONE NO. : 425 481 7282- ont, 08 1998 ol,:4�Rl P2
INTENSUS PROJE PAGE
LNE
"0
SURVEYIF40
'PROJECrN& Z720 Om
PA. Box 1486 - Snoh*Mlsh. WA OU91 oxe BY4
.(206) 4111 -rm -),2") OW704
Oct. OE3 19136 01:42PM F3
INTENGLG PHONE NO. 42-9 491 7282
ft&h amb .
To
X toullsolow ow-M
.raw &OCZ&
Lit
414"
FMM
my M� or a"
Mr.
64
I dk Ir ~ ftft
bdftrnro6o*.
* bar -No ,*I
20 WORM - - -
6dooa�- Tb
f S = +137.4'
.A Y
PROPOSED
RESIDENCE
19ij? sD,rT. OST FLUOR)
ism sam (0-ND FLOM)
kL,4
227,53'
D - +13-3.4'
AU�;EPTABLE "IGFTLINE MATERIAL
N-12 ADS
SC 140 PVC
SDR 35 (AS--M D3034)
-Tif#WT"
k-aw
so' f. (a(Ar, ,
O&I-541,4a "CA"r
HEIGiST CALCS
A +135.4
B +137.4:
C +134,4'
D *133.4'
AVE GRADE - 135,151
ACTUAL 160.5'
MAXIMUM 260.5'
C = +134.4'
124.8'
7,721
Nk
TAX ACCO-JNL_?-AR.�EL 4:
1-01 AREA,
22.16D SOTT.
ls&�A 84TH AVE. W. 0 DATUM PT, +322.6' - +100'
MAN64CILE COVER
C4-MIA ftrt,*.t
I JANRIS CONSTRUCTION
PLOTPLAN 18'310 84th Ave 980 6 [IT B SCALE I' 30'i
EDMONDS, WA. I DRAWN BY CHRIS THOMPSON
Ak"f STREET FILE
!FROM, : I N7 f-NSUS 0 PHONE NO. : 360 668 75-34 0 Jul, 08 1998 07:30PM P1
I
INTENSUS
ENGINIFERWO - SURVEYING
1606 SPIOADWAY AVENUE S.E.
P.O. BOX 1486 - BNOHOMW� WA MM
(425) 4611-7M - (M) W-7634
DATE:
July 8, 1998
TO:
Paul, fx 425-77&4257
PROM:
Vern Bower
W, 84th Ave W Project
Storm Outfall frorn Dotention
Intensus File 1:6.2704.04
This b-dum Ittal consists of 2 pages Inoluding this cover sheet.
Remarlts: The attached map shows the location of ths existing 12" concrew sWm drain
that direft runoff to the existing catch basin on the west side of 84th Ave W. Invert elevation of
at the Irdet of the 12" Is 423-3. The detention vault has been loomed an the We so that it
parallels the owtours and is loeatod just above the bothom oF the too of slope frorn the east. It is
proposed thW runoff enter U* vault from the scuffi W& aid discharge from the north Into the
drainage corridor.
wAMVB0PN$270404W$6WM
�.FROM INTe4SLrG PHONE NO. 66G? 7534 ju 1 08 996 V: 3OPM P2
= 710;:
Otis
Z4/
41J
IL
41 P
44
5z
Ao
0
fop
1
N (D
a
-(� r S v) /'--1 0
c .1152'ej ' - (c
/., Co - 'A
ko L
N�
JANRIS CONSTRUCTION BLA
84TH AVE W, EDMONDS, WA
J.-
INTENSUS, ENGINEERING & SURVEYING, PO BOX 1486, SNOHOMISH, WA 98291
FILE
'Aim
DRAINAGE OVERVIEW
JANRIS CONSTRUCTION BOUNDARY LINE ADJUSTMENT
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
Existing Conditions
The project site encompasses 1.489 acres of second growth wooded land that slopes generally
westerly. There are no existing structures located on the site. A plateau area of approximately
one-half acre in size dominates the northeastern portion of the site. The ground slopes southerly
and westerly from this plateau to a low area along the east side of 84th Ave W. All of the site is
covered with second growth trees.
The site is bounded on the north, east and south by single family residential development; and
on the west by 84th AveW. Present access to the site is from Olympic View Drive. After
development of the site access will be taken from 84th Ave W over an easement across the I
property of Curtis D. Smith. L)i lroi�
fIt"
Downstream Drainage Corridor rk
A 12" storm culvert conveys runoff under 84th Ave W to the west side where runoff continues-\
westerly. Discharge of runoff from the site is through this 12" culvert located at the
comer of the site.
7M
Storm Detention c� O's
y., lc>,D b7
- �ba'sed Ton site
Hydrologic analysis of the site indicates th strrrn2w�at�ere en �ion �ie requ"ire
modeling of various storm events. Runo rates for the 10 year and 100 year, 24 hour, storm
events were routed through a detention facility to determine volume of storage based on existing
rates of runoff from the site. Storm detention is provided which will control th10,100 vearr:t_"_r_'_'_'_)
stom
event rate of runoff to the existing rate forte 10 year storm eveni storage is to be provided in
a concrete vault 8.67 feet x 50 feet x 5 feet of storage depth, with LSutlet orifice 3/4" in
latmsus, Enemeering & Survvying. PO Box 1486, SnohomisI4 WA 98291 * 425-481-7282 * 360-668-7534 r c
EDSC WATERSHED MODELING
Page 1
5/20/98
HYDROGRAPH REPORT
NUMBER
TYPE SANTA BARBARA
DESCRIPTION 2 YR 24 HR EXISTING
(HYDROGRAPH INFORMATION]
0.01 (cfs)
Peak Discharge .........................
0.01 (acft)
Vol Lane ....................................
(min)
Time Interval .............................
704.00 (min)
Time to Peak .............................. _
1656.00 (min)
Time of Base .............................. .
1.00
multiplication factor— ... ........
[BASIN DESCRIPTION]
0.56 (ac)
Watershed Area .............................
81
Curve Number ..............................
[RAINFALL DESCRIPTION]
Distribution Type .........................
Scs';A
Total Precipitation ........ I ..............
2 (yr)
Return Period .............................
24.00 (hr)
Storm Duration ............................
0.00 (hr)
Impervious Fraction .......................
(TIME CONCENTRATION -- USER DEFINED]
48.90 (min)
Time of Concentration ......................
EDSC WATERSHED MODELING
5/20/98 Page 1
HYDROGRAPH REPORT
NUMBER 3
TYPE SANTA BARBARA
DESCRIPTION 100 YR 24 HR EXISTING
[HYDROGRAPH INFORMATION]
Peak Discharge .............................. .
0.08
(cfs)
Volume .................................... -
0.06
(acft)
Time Interval .............................
- 8
(min)
Time to Peak ..............................
' 496.00
(min)
Time of Base ...............................
- 1720.00
(min)
Multiplication factor .... I ................
. 1.00
[BASIN DESCRIPTION]
Watershed Area ............................
' 0.56
(ac)
Curve Number ..............................
- 81
[RAINFALL DESCRIPTION]
Distribution Type ......................... '
SCS IA
Total Precipitation ....................... -
Pw (in)
Return Period ............................. '
100 (yr)
Storm Duration ............................. -
24.00 (hr)
Impervious Fraction ....................... -
0.00 (hr)
[TIME CONCENTRATION -- USER DEFINED]
Time of Concentration ..................... 48.90 (min)
EDSC WATERSHED MODELING
5/20/98 Page I
HYDROGRAPH REPORT
NUMBER 4
TYPE SANTA BARBARA
DESCRIPTION 2 YR 24 HR DEVELOPED
CHYDROGRAPH INFORMATION]
Peak Discharge ............................ -
0.04
(cfs)
Volume ..................................... -
0.03
(acft)
Time Interval ............................. -
8
(min)
Time to Peak .............................. -
496.00
(min)
Time of Base .............................. -
1680.00
(min)
Multiplication factor ..................... .
1.00
[BASIN DESCRIPTION]
Watershed Area ............................ -
0.56
(ac)
Curve Number .............................. .
88
[RAINFALL DESCRIPTION]
Pistribution Type ......................... . SC A I I �
Total Precipitation ....................... . t��Ion)f '
Return Period ............................. - 2 (yr)
Storm Duration ............................ . 24.00 (hr)
Impervious Fraction ....................... 0.21 (hr)
[TIME CONCENTRATION -- USER DEFINED3
Time of Concentration ..................... 48.90 (min)
P-14
A
L
1 ' 's
00
SUPPLEMENT 01 TO myoft(DLQG�c AN, ALY�15'11S
JANRIS CONSTRUCTION BLA
84TH AVE W, EDMONDS, WA
INTENSUS, ENGINEERING & SURVEYING, PO BOX 1486, SNOHOMISH, WA 98291
STREET FILE
BOUNDARY LgHE ADJUSTMENT
04TH AVE W,9 [50momosso WA
HYDROLD69C ANALYSgSg SUPPLEMENT 09
9H, irgNSM, gmalmEMN6 Q SUAVEygma
PC Nox 149(911 WA 190299
4N�@9-7202 * 960490-M, *1
DRAINAGE OVERVIEW
JANRIS CONSTRUCTION BOUNDARY LINE ADJUSTMENT
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
Existing Conditions
The project site encompasses 1.489 acres of second growth wooded land that slopes generally
westerly. There are no existing structures located on the site. A plateau area of approximately
one-half acre in size dominates the northeastern portion of the site. The ground slopes southerly
and westerly from this plateau to a low area along the east slide of 84th Ave W. All of the site is
covered with second growth trees.
The site is bounded on the north, east and south by single family residential development; and
on the west by 84th AveW. - Present access to the site is from Olympic View Drive. After
development of the site access will be taken from 84th Ave W over an easement across the
property of Curtis D. Smith.
Downstream Drainage Corridor
A 12" stonrn culvert conveys runoff under 84th Ave W to the west side where runoff continue/
westerly. Discharge of runoff from the site is through this 12" culvert located at the northwest
comer of the site.
Storm Detention
Hydrologic analysis of the site indicates that stormwater detention will be required based on site Z
modeling of various storm events.. Runoff rates for the 10 year and 100 year, 24 hour, storm
events were routed through a detention facility to determine volume of storage based on existing
rates of runoff from the site. Runoff from the 2 year storm event was too small to route through
V/_'
the detention system. Storm detention is provided which will control the 10 year and the 100 year
storm event rate of runoff to the existing (predeveloped) rate. Storage is to be provided
nr
Intensus, Fngincering & Surveying, PO Box 14X6, Snohomish, WA 98291 * 425-481-7292 -(%(A7534
1360 kn
Jaruis Constructim Smith BLA/18270404/9/8/98 2
equivalent to 74 If of 60" diameter pipe (64 If of 60" diameter pipe; - Type 1154" diameter
manhole at each end; and 3 If of connecting 36" diameter pipe). The 60" diameter pipe is to be
14 gage 2 2/3" x 1/2" corrugations, or 16 gage 3" x 1" corrugations. The control outlet is to be a
single orifice 3/4" in diameter (0.031 ft radius). The proposed system matches the existing 10
year storm event rate of flow and exceeds the existing 100 year storm event rate of flow by 0.02
cfs (0. 10 existing; 0.08 developed) lower than the predeveloped rate.
Santa Barbara Urban Hydrographs were developed utilizing the Soils Conservation Service Type
A rainfall distribution to model runoff from the site using "Watershed Modeling, Version 7.OS",
Eagle Point, Dubuque, Iowa. Size (volume) of the detention facility was determined by routing
the hydrographs through the detention facility to provide storage volume requirements during
various inflow/outflow rates of flow.
Tabulation of Flows
Design < ------------- FLOW -------- ------- >
Storm
Existing
Developed
Routing
Bypass ex/dev
Combined
2
0.01
0.03
0.01
0.01
10
0.03
0.05
0.02
0.02
0.04
100
0.10
0.12
0.03
0.06
0.08
* Too small to tabulate < 0.01 cfs
Erosion Control
Prior to and during construction erosion control facilities will be constructed and maintained to
control sedimentation from leaving the site. These facilities are to be maintained for the duration
Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 * 425481-7282 * 360-668-7534
Janris Consbuctim Smith BLA /18270404/9/8/98 3
of the project as long as the potential for erosion exists on the site. Rock construction entrances
are to be installed at the points of ingress/egress to the site.
wrk\int\prj'\l 8270404\bydovrvw
Intemus, E'ngin=ing& Surveyin& PO Box 1496, Snohomish, WA99291 0 4254H 1 -7282 * 360-668-7534
Adak
INTENSIDS
ENGINEERING - SURVEYING
P.O. Box 1486 - Snohomish, WA 98291
(2061481-7282 - (206) 668-7534
� PROJECT '-14 &Ifl� `�Z4 — PAGE
PROJECT No.
DATE By lev-,�7
EDSC WATERSHED MODELING
9/2/98 Page 1
HYDROGRAPH REPORT
NUMBER 4
TYPE SANTABARBARA
DESCRIPTION 2 YR 24 HR DEVELOPED
[HYDROGRAPH INFORMATION]
Peak Discharge ............................ -
0.03
(cfs)
Volume.................................... -
0.02
(acft)
Time Interval ............................. '
8
(min)
Time to Peak .............................. '
504.00
(min)
Time of Base .............................. -
1672.00
(min)
Multiplication factor ..................... -
1.00
[BASIN DESCRIPTION]
Watershed Area ............................ =
0.56
(ac)
Curve Number .............................. '
82
[RAINFALL DESCRIPTION]
Distribution Type ......................... ' SCS IA
Total Precipitation ....................... = 1.50 (in)
Return Period ...................... : ........ = 2 (yr)
Storm Duration ............................ = 24.00 (hr)
Impervious Fraction ....................... = 0.17 (hr)
[TIME CONCENTRATION -- USER DEFINED]
Time of Concentration ..................... 48.90 (min)
EDSC WATERSHED MODELING
9/2/98
Page 1
HYDROGRAPH REPORT
NUMBER 5
TYPE SANTA BARBARA
DESCRIPTION 10 YR 24 HR DEVELOPED
[HYDROGRAPH INFORMATION]
Peak Discharge ............................ =
0.05
(cfs)
Volume...* * ...... '
0.04
(acft)
Time Interval ............................. =
8
(min)
Time to Peak .............................. =
496.00
(min)
Time of Base .............................. =
1696.00
(min)
Multiplication factor ..................... =
1.00
[BASIN DESCRIPTION]
Watershed Area ............................ =
0.56
(ac)
Curve Number .............................. =
82
[RAINFALL DESCRIPTION]
Distribution Type ......................... -
SCS
JA
Total Precipitation ....................... =
2.00
(in)
Return Period ............................. =
10
(yr)
Storm Duration ............................ =
24.00
(hr)
Impervious Fraction ......... ... ...........
0.17
(hr)
[TIME CONCENTRATION -- USER DEFINED]
Time of Concentration .....................
48.90
(min)
EDSC WATERSHED MODELING
9/2/98 Page 1
HYDROGRAPH REPORT
NUMBER 6
TYPE SANTA BARBARA
DESCRIPTION 100 YR 24 HR DEVELOPED
[HYDROGRAPH INFORMATION]
Peak Discharge ............................ - 0.12 (cfs)
Volume .................................... = 0.08 (acft)
Time Interval ............................. = 8 (min)
Time to Peak .............................. - 496.00 (min)
Time of Base .............................. - 1720.00 (min)
Multiplication factor ..................... = 1.00
(BASIN DESCRIPTION]
Watershed Area ............................ = 0.56 (ac)
Curve Number .............................. = 82
[RAINFALL DESCRIPTION]
Distribution Type ......................... = SCS JA
Total Precipitation ....................... = 3.00 (in)
Return Period ............................. = 100 (yr)
Storm Duration ............................ = 24.00 (hr)
Impervious Fraction ............... -0.17 (hr)
[TIME CONCENTRATION -- USER DEFINED]
Time of Concentration ..................... = 48.90 (min)
0
EDSC WATERSHED MODELING
9/8/98 Page I
OUTLET, STRUCTURE REPORT
NUMBER 1
TYPE CIRCULAR ORIFICE
DESCRIPTION 3/4" DIA ORIFICE FOR 5' STORAGE DEPTH
[OUTLET STRUCTURE INFORMATION]
Radius .................................... -
0.03
Invert Elevation .......................... -
0.00
(ft)
# of Openings ............................. -
1
[RATING CURVE LIMITS]
Minimum elevation ......................... -
0.00
(ft)
Maximum elevation ......................... -
5.50
(ft)
El.evation Increment ....................... -
0.10
(ft)
[CIRCULAR ORIFICE EQUATION]
Q = Co*A*[2ghl/kl^0.5
Coefficient Co ............................
0.620
[DEFINITIONS]
A - Wetted area. (ft2)
K = I
EDSC WATERSHED MODELING
9/8/98 Page 1
RESERVOIR REPORT
NUMBER 2
STORAGE TYPE UNDERGND PIPE
DISCHARGE TYPE COMP STAGE/DISC
DESCRIPTION Equiv. 74'- 60" DIA STORAGE PIPE
[RATING CURVE LIMIT]
Minimum Elevation ......................... -
0.00
(ft)
Maximum Elevation ......................... =
5.00
(ft)
Elevation Increment ....................... -
0.10
(ft)
[STAGE STORAGE INFORMATION]
RESERVOIR DESCRIPTION:
Length ..................................... =
74.00
(ft)
Radius ..................................... -
2.50
(ft)
[STAGE DISCHARGE INFORMATION]
OUTLET STRUCTURE:
STR # 1
TYPE CIRCULAR ORIFICE
DESCRIPTION 3/4" DIA ORIFICE FOR 5' STORAGE DEPTH
INTENS8S
ENGINEERING SURVEYING
P.O. Box 1486 - Snohomish, WA 98291
(2061481-7282 - (206) 668-7534
lqw
PROJECT PAGE
PROJECT No.
DATE BY
Steel Pipe Design
Pipe Dia., D (also S)
60" CMP
5
feet
Corrugations
2-2/3" x 1/2"
3xI
Gage
to be determined
Height of Cover, H
3
feet
H20 Live Load Design
18000/H
18000
6000
Dead Load
120xH
120
360
When H < diameter,
TL (total load) = Pv
Pv = K(DL+LL)
when H > S
K=0.86 for 85%
Pv =
5469Z
Pv = (DL+LL)
when H < S
S=span in feet
Pv =
6360
Ring Compression
C = Pv(S/2)
C = lb/ft
Pv = lb/sq. ft._
C
13674
Wall Stress
Fb=Fy=33000 psi
D/r < 294
D=dia in inches
r--rad gyration, in
Fb = 40000 - (0.081)
(D/r)A 2
294 < D/r > 500
r-- (I /A)AO .5
2-2/3 x 1/2(14 ga)
3 x 1(16 ga)
I =
(in4/ft)(S)
0.1435
0.5195
A
(in2/ft)(S)
4.84
4.45
r
0.172188154
0.34167466
D/r
348.456027
175.605648
Fc=Fb/2
Use Fb=40000
Use Fb=33000
Fb=
30164.85017
33000
Fc=
15082.42509
16500
Wall Thickness
As=C/Fc=_[sq. in/ft]
Design As
0.906618128
0.828727273
sq. i n/ft
16 gage
14 gage
12 gage
Area 2-2/3xl/2 =
0.775
0.968
1.356
sq. in/ft
Area 3xl =
0.89
1.113
1.56
sq. i n/ft
Handling Stiffness
FF = (D A 2)/El E = Modulus of Elasticity = 30 x JOA 6 psi
D = Diameter or span, in inches
I = Moment of inertia of wall, in in A 4 perinch
FF < 0.0433 for helical pipe 120-inch dia or less
FF 0.000167247
wrk�nt+�pdl 8270404\pipesil
Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 * (206) 481-7282
EDSC WATERSHED MODELING
9/2/98 Page I
HYDROGRAPH REPORT
NUMBFR 15
TYPE RESER SIOR. IND
DESCRIPJJON ROUTING-1.0 YR D[VFI-OPED 60" PIPE
[HYDROGRAPH INFORMATION]
Peak DiFcharge ............................
= 0.02
((.-. fs)
Volume ....................................
= 0.04
(acft)
Time Interval .............................
. 8
(min)
*riane to Peak . ..... .... .................
= 1130.00
(min)
Time Of BdSe.
= 2032.00
(min)
Peak Elevation ............................
= 2.20
(ft)
[INFLOW HYDROGRAPH INFORMATION]
Hydrograph # .............................. = 5
I�vdrograph Description . . . . . .. = 10 YR 24 IIR DEVELOPED
EDSC WATERSHED MODELING
9/2/98 Page 1.
HYDROGRAPH REPORT
NUMBER 14
TYPE RESER STOR. IND
DESCRIPTION ROUTING 100 YR DEVELOPED 60" PIPE
[HYDROGRAPH INFORMATION]
Peak Diwharge .. ......................... =
0.03
(cfs)
Vo I UrTle .................................... =
0.08
(acft)
Time Interval ............................. =
8
(min)
Time to Ppak ..............................
1,336.00
(min)
Time of Base ............... I .............. =
2808.00
(mill)
Peak Elevation ............................ =
4.87
(ft)
FJNITOW HYDROGRAPH INFORMATION]
H�ydrograph # .............................. = 6
Hydrograph Description .................... = 100 YR 24 HR DEVFLOPED
0
HYDROGRAPH
1.0
0.9
0.8
0.7
0.6
0.5
0.4
0.3 -
0.2 -
0.1
0.13
0
Soo 1000 1500 2000 2500 3000
TIME (min)
EDSC WATERSHED MODELING
9/2/98 Pag6 I
HYDROGRAPH REPORT
NUMBER 15
TYPE RESER STOR. IND
DFSCRIPTION RCIFF I NG 10 YR DEVELOPED 60" PIPE
[HYDROGRAPH INFORMATION)
Peak Disdiarge ... ... . .............. =
0 02 (cfs)
VolLme .................................... =
0.04 (acfL)
Time Interval ... . . . .. .... .. . ..... =
8 (min)
Time to Peak .............................. =
.1224.00 (min)
Time of Base ..................... ........ =
2176.00 (min)
Peak Elevation ............................ =
1.95 (ft)
[INFLOW HYDROGRAPH INFORMATION]
Hydrograph # .... I ......................... = 5
Hydrograph Description .................... = 10 YR 24 HR DEVELOPED
0
9
HYDROGRAPH
1.0
0.9
0.8
0.7 -
0.6 -
0.5
0.4
0.3 -
0.2 -
0.1 -
0.0
0
500 1000 1500 2000 2500
TIME (min)
EDSC WATERSHED MODELING
9/2/98 Page I
HYDROGRAPH REPORT
NUMBER 16
TYPE COMBINE
DESCRIPTION COMBINE 10 YR DEV 60" PIPE
[HYDROGRAPH INFORMAFIONJ
Podk Discharyc ............................
= 0.04 (cfs)
Volume ....................................
= 0.06 (acft)
Time Interval .............................
= 6 (min)
Time to [leak. . .. .........
= 1092,00 (min)
Time of Base ...............................
= 2172.00 (min)
[COMBINE HYDROGRAPH RECORD #]
HYDROGRAPH # 15 TYPE : RESER STOR. IND
DESCRIPTION : ROUTING 1.0 YR DEVFI-OPFD 00" PIP[
Peak Discharge— ...................... =
0.02 (cf'0
Time to Peak .......................... =
1224.00 (min)
Time Interval.. ...............
0.00 (min)
HYDROGRAPH # 8 TYPE : SANTA BARBARA
DFSCRIPTION : 10 YR 24 HR DEVELOPED BYPASS
Peak Discharge ........................ =
0.02 (cfs)
Time to Peak =
1056 00 (min)
fime Interval ......................... =
0.00 (min)
0
9/2/98
EDSC WATERSHED MODELING
HYDROGRAPH REPORT
NUMBER 17
TYPE COMBINE
DESCRIPTION COMBINE 100 YR DI*V 60" PIPE
[HYDROGRAPH INFORMATION]
Peak Discharge ........................
Volume...................................... =
Time Interval ............................. =
Time to Peak. . ................. =
Time of Base .............................. =
[COWINF HYDROGRAPH RECORD #1
HYDRO(',RAPH # 14 TYPE : RESER STOR. IND
DESCRIPTION : ROUTING 100 YR DEVELOPED 60" PIPE
Peak Discharg( ...... ................. =
Time to Peak ........ I .... I ............ =
Time Interval ......................... =
jjyOROGRAPH # 9 TYPE : SANTA BARBARA
DESCRIPTION : 100 YR 24 I-IR DEVELOPED BYPASS
Peak Discharge ........................ =
Time to Peak .......................... =
4 ime InterVd I . . . . ... . =
Page 1.
0.08 (cfs)
'0.14 (acft)
6 (min)
540, 00 (n) in )
2808.00 (min)
0,03 (cfs)
1336,00 (min)
0.00 (min)
0.06 (cis)
536.00 (min)
0,00 (min)
lip. -j"
JANRIS CONSTRUCTION
18705 85TH PLACE WEST
EDMONDS, WA 98026
(425) 778-7699
JULY 8, 1 Aft
LYLE CHRISMAN
CITY OF EDMONDS
COMMUNITY SERVICES DEPARTMENT
121-5TH AVENUE NORTH
EDMONDS, WA 98020
RE: PLAN CHECK 98-169
DEAR LYLE:
ATTACHED YOU WILL FIND A PLOT PLAN BROKEN INTO 3 SECTIONS FOR COMPUTING
THE AMOUNT OF GRADING TO BE DOME ON THIS SITE. I BASED THE DEPTH OF THE
CUT AT 133.15' BASED ON THE AVERAGE GRADE OF 135.15' MINUS A 2 FOOT CUT.
SECTION I— I FIGURED THE MAXIMUN DEPTH OF THE CUT WOULD BE 4.25 FEET ON
A PAD OF 32'X 24' WHICH GAVE ME A TOTAL CUBIC YARDAGE OF 139.8 CUBIC
YARDS
SECTION II— I FIGURED A MAXIMUM CUT OF 2.25 FEET ON A PAD OF 44' X 17'
GIVING ME A CUBIC YARDAGE OF 62.3 CUBIC YARDS.
SECTION III— I FIGURED A MAXIMUM CUT OF 1.5 FEET ON A PAD OF 56' X 15'
GIVING ME A CUBIC YARDAGE OF 46.7 CUBIC YARDS.
THE TOTAL CUBIC YARDS MOVED ON THIS SITE IS CALCULTED AT 248.8 YARDS.
SIN R LY,
P L *A. THOMPSON u�e
4$'
lQ-r-
4kf
m
4.1 g7.41
, �13 .4'
PROPOSED
RESI
i lilt asT ftaw,
cod j
wc
w=5
260 will
D
227,53'
90(4vp Vero
122.72'
84TH AVE- W-
6 PV f,#JG
az*i-ma
135-Al
A :137.4'
B
C +134,4'
.D +133.4'
AVE GRADE - 135'15'
ACIVAL 160'5'
MAXIMUM 1604'
124.8f
Afialk
N
L
io7,72'
1A ARCE
,,A um Pv''
. I
0 MANHOLE COVER
- 30'
3io 184t?� AV SCALE I'
I Lo'T B
la. W
PLOTPLAN � EDMONDS, WA, 98026
JANRIS CONSTRUCTION
URAWN sy CHRIS THOMPSON
JAN= CONSTRUCTION
BOUNDARY LINE ADJUSTMENT
04TH AVE Wso EDNONDS,9 WA
HYDROLOGIC AHALYSOS,� SUPPLEMENT09
OHTMUSI� EmagmMgmg a SURVE170MV5
Pa §ox 94091, smamommu WA (001,00
425-MI-M2 * Wo-G(69-Wull
DRAINAGE OVERVIEW
JANRIS CONSTRUCTION BOUNDARY LINE ADJUSTMENT
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
Existing Conditions
The project site encompasses 1.489 acres of second growth wooded land that slopes generally
westedy. There are no existing structures located on the site. A plateau area of approximately
one-half acre in size dominates the northeastern portion of the site. The ground slopes southerly
and westerly from this plateau to a low area along the east si de of 84th Ave W. All of the site is
covered with second growth trees.
The site is bounded on the north, east and south by single family residential development; and
on the west by 84th AveW. - Present access to the site is from Olympic View Drive. After
development of the site access will be taken from 84th Ave W over an easement across the
property of Curtis D. Smith.
Downstream Drainage Corridor
A 12" storm culvert conveys runoff under 84th Ave W to the west side where runoff continue/
westerly. Discharge of runoff from the site is through this 12" culvert located at the northwest
comer of the site.
Storm Detention
Hydrologic analysis of the site indicates that stormwater detention will be required based on site
modeling of various storm events. Runoff rates. for the 10 year and 100 year, 24 hour, storm
events were routed through a detention facility to determine volume of storage based on existing
rates of runoff from the site. Runoff from the 2 year storm event was too small to route through
the detention system. Storm detention is provided which will control the 10 year and the 100 year
storm event rate of runoff to the existing (predeveloped) rate. Storage is to be provided
InWnsus, Engineering& Surveying, PO Box 14K6, Snohomish, WA98291 * 425-41t 1 .7282 360-6 7534
Janris Construction, Smith BLA/1 844/9/8/98
0
2
equivalent to 74 If of 60" diameter pipe (64 If of 60" diameter pipe; Type 1154" diameter
manhole at each end; and 3 If of connecting 36" diameter pipe). The 60" diameter pipe is to be
14 gage 2 2/3" x 1/2" corrugations, or 16 gage 3" x 1 " corrugations. The control outlet is to be a
single orifice 3/4" in diameter (0.031 ft radius). The proposed system matches the existing 10
year storm event rate of flow and exceeds the existing 100 year storm event rate of flow by 0.02
ds (0. 10 existing; 0.08 developed) lower than the predeveloped rate.
Santa Barbara Urban Hydrographs were developed utilizing the Soils Conservation Service Type
A rainfall distribution to model runoff from the site using "Watershed Modeling, Version 7.OS",
Eagle Point, Dubuque, Iowa. Size (volume) of the detention facility was determined by routing
the hydrographs through the detention facility to provide storage volume requirements during
various inflow/outflow rates of flow.
Tabulation of Flows
Design < ------------- FLOW -------- ------- >
Storm Existing Developed Routing Bypass exidev Combined
2
0.01
0.03
0.01
10
0.03
0.05
0.02 0.02
100
0.10
0.12
0.03 0.06
* Too small to tabulate < 0.01 cfs
Erosion Control
0.01
0.04
0.08
Prior to and during construction erosion control facilities will be constructed and maintained to
control sedimentation from leaving the site. These facilities are to be maintained for the duration
Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 * 425481-7282 * 360-668-7534
Jarm ConaructioM Snuth BLVI 844/9/8/98 3
of the project as long as the potential for erosion exists on the site. Rock construction entrances
are to be installed at the points of ingress/egress to the site.
wrk\int\Fx]\ I 8270404\hydowm
Intamm, Engin=ing&Survcying, PO Box 1496, Snohomish, WA98291 * 4254H 1 -7282 0 360-668-7534
INTENSMS
ENGINEERING - SURVEYING
P.O. Box 1486 - Snohomish, WA 98291
(206) 481-7282 - (206) 668-7534
.1-A ?"#*" 'a4v // d ?'2
PROJECT SJ4 &1.fl,�5 JZI'�_ —PAGE
PROJECT No. 27VW, ed'
DATE /' 5'99 BY__Ze-"
.7411
77
� _ _. . � )�
-77 1
1:41
7'
lei I
E7.
�v 7_- -_
�__F_
_7
------ tr___
92
a js
EDSC WATERSHED MODELING
9/2/98
Page 1
HYDROGRAPH REPORT
NUMBER 4
TYPE SANTA BARBARA
DESCRIPTION 2 YR 24 HR DEVELOPED
[HYDROGRAPH INFORMATION]
Peak Discharge ............................ -
0.03 (cfs)
Volume .................................... =
0.02 (acft)
Time Interval ............................. -
8 (min)
Time to Peak .............................. =
504.00 (min)
Time of Base .............................. =
1672.00 (min)
Multiplication factor ..................... =
1.00
[BASIN DESCRIPTION]
Watershed Area ............................ =
0.56 (ac)
Curve Number .............................. =
82
[RAINFALL DESCRIPTION]
Distribution Type ......................... =
SCS IA
Total Precipitation ....................... =
1.50 (in)
Return Period..- .....................
2 (yr)..
Storm Duration ............................
24.00 (hr)
Impervious Fraction .......................
0.17 (hr)
[TIME CONCENTRATION -- USER DEFINED]
Time of Concentration .....................
48.90 (min)
EDSC WATERSHED MODELING
9/2/98
Page 1
HYDROGRAPH REPORT
NUMBER 5
TYPE SANTA BARBARA
DESCRIPTION 10 YR 24 HR DEVELOPED
(HYDROGRAPH INFORMATION]
Peak Discharge ............................ =
0.05
(cfs)'
Volume... * ... ....... -
0.04
(acft)
Time Interval ............................. -
8
(min)
Time to Peak .............................. =
496.00
(min)
Time of Base .............................. =
1696.00
(min)
Multiplication factor ..................... -
1.00
[BASIN DESCRIPTION].
Watershed Area ............................ -
0.56
(ac)
Curve Number .............................. =
82
[RAINFALL DESCRIPTION]
Distribution Type ......................... =
SCS
IA
Total Precipitation ....................... -
2.00
(in)
Return Period ............................. =
10
(yr)
Storm Duration ............................ =
24.00
(hr)
Impervious Fraction ....................... -
0.17
(hr)
[TIME CONCENTRATION -- USER DEFINED]
Time of Concentration ..................... 48.90 (min)
0 0
EDSC WATERSHED MODELING
9/2/98 Page I
HYDROGRAPH REPORT
NUMBER 6
TYPE SANTA BARBARA
DESCRIPTION 100 YR 24 HR DEVELOPED
[HYDROGRAPH INFORMATION]
Peak Discharge ............................ -
0.12
(cfs)
Volume .................................... =
0.08
(acft)
Time Interval ............................. =
8
(min)
Time to Peak .............................. =
496.00
(min)
Time of Base .............................. =
1720-00
(min)
Multiplication factor ..................... =
1.00
[BASIN DESCRIPTION]
Watershed Area ........................... =
0.56
(ac)
Curve Number .............................. =
82
[RAINFALL DESCRIPTION]
Distribution Type ........................ =
SCS
IA
Total Precipitation ...................... =
3.00
(in)
Return Period ............................. =
100
(yr)
Storm Duration ............................ =
24.00
(hr)
Impervious Fraction .........................
-0.17
(hr)
[TIME CONCENTRATION -- USER DEFINED]
Time of Concentration .....................
48.90
(min)
EDSC WATERSHED MODELING
9/8/98 Page 1
OUTLET STRUCTURE REPORT
NUMBER 1
TYPE CIRCULAR ORIFICE
DESCRIPTION 3/4" DIA ORIFICE FOR 5' STORAGE DEPTH
[OUTLET STRUCTURE INFORMATION]
LIZ
Radius .................................... =
0.03
Invert Elevation .......................... -
0.00
(ft)
# of Openings ............................. =
1
[RATING CURVE LIMITS]
Minimum elevation ......................... =
0.00
(ft)
Maximum elevation ......................... =
5.50
(ft)
Elevation Increment ....................... -
0.10
(ft)
[CIRCULAR ORIFICE EQUATION]
Q = Co*A*[2ghl/kl^0.5
Coefficient Co ........................
0.620
[DEFINITIONS]
A Wetted area. (ft2)
K 1
0
EDSC WATERSHED MODELING
9/8/98
RESERVOIR REPORT
NUMBER 2
STORAGE TYPE UNDERGND PIPE
DISCHARGE TYPE COMP STAGE/DISC
DESCRIPTION Equiv. 74'- 60" DfA STORAGE PIPE
[RATING CURVE LIMIT]
Minimum Elevation ......................... =
Maximum Elevation ......................... =
Elevation Increment ....................... -
[STAGE STORAGE INFORMATION)
RESERVOIR DESCRIPTION:
Length.................................... -
Radius.................................... -
[STAGE DISCHARGE INFORMATION]
OUTLET STRUCTURE:
STR # 1
TYPE CIRCULAR ORIFICE
DESCRIPTION 3/4� DIA ORIFICE FOR 5- STORAGE DEPTH
Page 1
0.00 (ft)
5. 00 (ft)
0.10 (ft)
74.00 (ft)
2.50 (ft)
,Z'
INTENSCIS
ENGINEERING SURVEYING
P.O. Box 1486 - Snohomish, WA 98291
(206)481-7282 - (206)668-7534
PROJECT PAGE
PROJECT'No.
DATE BY
3
Jd
-4-7-
7
y
7.
0
i2
0--
Steel Pipe Design
feet
Pipe Dia., D (also S)
60" CMP
5
Corrugations
2-2/3" x 1/2"
3x1
Gage
to be determined
Height of Cover, H
3
H20 Live Load Design
18000/H
Dead Load
12OxH
When H < diameter,
TL (total load) = Pv
Pv = K(DL+LL)
when H > S
K=0.86 for 85%
Pv = (DL+LL)
when H < S
S=span in feet
Ring Compression
C = Pv(S/2)
C = -lb/ft
Pv = lb/sq. ft..,
Wall Stress
feet
18000
120
Pv =
Pv =
C
6000
360
5469.6
6360
13674
Fb--Fy=33000 psi
D/r < 294
D=dia in inches
r--rad gyration, in
Fb = 40000 - (0.081)
(D/r)A 2
294 < D/r > 500
r-- (I /A)AO .5
2-2/3 x 1/2(14 ga)
3 x 1(16 ga)
I
(in4/ft)(S)
0.1435
0.5195
A
(in2/ft)(S)
4.84
4.45
r
0.172188154
0.34167466
D/r
348.456027
175.605648
Fc=Fb/2
Use Fb=40000
Use Fb=33000
Fb=
30164.85017
33000
Fc=
15082.42509
16500
Wall Thickness
As=C/Fc=_[sq. in/ft]
Design As
0.906618128
0.828727273
sq. in/ft
16 gage
14 gage
12 gage
Area 2-2/3xl/2 =
0.7.75
1.356
sq. in/ft
Area 3xl =
0.89
1.113
1.56
sq. in/ft
Handling Stiffness
FF = (D'2)/El E = Modulus of Elasticity = 30 x 1016 Psi
D = Diameter or span, in inches
I = Moment of inertia of wall, in in A 4 perinch
FF < 0.0433 for helical pipe 120-inch dia or less
FF 0.000167247
wrkVnt'Td\I 8270404\pipesti
Intensus, Engineering & Surveying, PO Box 1486, Snohomish, WA 98291 * (206) 481-7282
EDSC WATERSHED MODELING
9/2/98 Page I
HYDROGRAPH REPORT
NUMBER 15
TYPE RESER STOR. IND
DESCRIPTION ROUTING-10 YR DEVELOPED 60** PIPE
[HYDROGRAPH INFORMATION]
Peak Discharge ............................
= 0.02 (cfs)
Volume— ..................................
= 0.04 (acft)
Time Interval .............................
= 8 (min)
Time to Peak ..............................
= 1136.00 (min)
Time of Base ..............................
= 2032.00 (min)
Peak Elevation ............................
= 2.20 (ft)
[INFLOW HYDROGRAPH INFORMATION]
Kydrograph # ..............................
= 5
Hydrograph Description ....................
= 10 YR 24 1111 DEVE.LOPED
P2
@E) 996 0
PHONE NO.
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PHONE NO. : 425 481 7292 Jul. 07 1998 il:-41R4 P1
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DAILY FIELD, REPORT
0'1E0"rECH TRAVEL/PREP TIME JOB NUMBER
CONSULTANTS, INC. TIME ONX, DATE
r7
13256 NE 20th Street, Suite 16 P.O. Box 2054 TIME OF'rSITE' DAY OF'V
_jE1IiK
Bellevue, WA 98005 Tacoma, WA 98401
206-747-5618 FAX 747-8561 206-627-5990 FAX 627-2114 HOURS CHAf*,ED WEATI-kl`�-
JOB
4r
GENEilg 60NTRACT6R -
GEN�
CONTRACTOIYS SUPT. MILES. �WITN MBER
j
GRADING C0.4T'RACTO'R GRAD[ G FOREPERS6N VISITORS PAGE bF
NEXT SITE VISIT:
COPY TO:
SIGNATURt: ) )I)
Setbacks/Variance/Setback Adjustment
"XX
.4-
Conditional Use Permit
-------- ----
AD13 Requirements
. . . . . . . . . . . . . . . . . . . . . . .
3
Other Zoning Requirements
A
Underground Wiring Required
X I X:
Lot Slope 15%
SEPA Environmental Checklist/Hydraulics Permit
. . . . . . . . . . . .
Tree Cutting Plan
8
Plat/Subdivision Requirements
X!
Legal Description Verification
. . . . . . . . .
10
Quit Claim/Street Dedications
Easements - Public/Private
Engineering Storm Drain Review Fee
Engineering 2.2 Inspection Fee
Drainage Plan (On -Site)
Setback - Top of Bank, Stream, Water Courses
7 .
Setback - Storm Drain Line
Open Ditch - Existing
Culvert Required
,A C' A
Culvert Size
Shoulder Drainage/Shale Open Runoff
Catch Basin Required
Driveway Slope & Vehicle Access
M
Sidewalk Required
Curb & Gutter Required A-9
Curb Cut For Driveway Required
L:2
Street Paving Required ae)
727
Right -Of -Way Construction Permit Required
Street Name Sign Required
Other Signing Required
--- -------
Bond Required For Public Improvements Ap-)
21
FEMA Map Check/Water Table
Side Sewer Availability 4,-J I
39
Calculate Sewer Connection Fee If No LID #
Create Street File
Existin Water Main Size
X.
Water Meter Size
Seivice Line Size
Water Meter Charge Required
Hydrant Required
Hydrant Size Existing yr-3-7
Fire Line Charge Required - Sprinkler
46
Street Cut
I've!
?, .45
Miscellaneous
--�L
rmmmmmml — I 07�
;
44?j
Reviewed By:
FIRE
PLANNING ENGINEERING"
%
PUBLIC WORKS
K
�j I%; "� d
R E C 0 R D OF C 0 N T A C T S
1
21
2
22
3
23
4
24
5
25
6
26
7�
27
7
8i
28
RW PERMIT # DATE ISSUED RECEIPT #
R
29
�o
30
31
32
PAID $ RECEIPT DATE
33
SS # DATE 26 5�tF
_PERMIT -ISSUED RECEIPT I
PAID $ RECEIPT # DATE
34
.5
35
.6
36
�. t
37
METER SIZE PAID $ 00n DATE 6)6)RECEIET 9 1-36
38
39
40
f V�l
MEMORANDUM
Date: Septempber 30, 2002
To: Subdivision File S-28-72
From: Star Campbell, Assistant Planner'�--�
Subject: Recognition as.valid subdivision.
A recent inquiry regarding the subdivision potential of 18111 84 1h Ave. W. led to
research to determine how the existing lot was established. In inspection of the
subdivision file (S-28-72) showed that the lot was created along with two others 18311
84 1h Ave. W. and 18321 84 th Ave. W. as a 3 lot short plat (S-28-72). This lot was
approved by the City but there is no recorded document in the subdivision file. It is
therefore, not evident whether the subdivision that was approved by the City was
recorded within the allowed time period. A subdivision that is not recorded within the
allowed time period autornically expires and thus, is not a valid subdivision.
However, further research indicated that a lot line adjustment was approved by the City
in 1998 (LL-98-63). This Lot Line Adjustment moved the boundary line between the two
southern lots (18311 and 18321 84 th Ave. W.) and changed the location of the access
easement across 18111 84 th Ave. W. In addition, two building permits were issued by
the City for new single family residences at 18311 and 18321 84 th Ave. W. in 1998. By
the granting of these approvals, the City has recognized the original 3 lot subdivision (S-
28-72) as !gggl, regardless of whether or not the subdivision had been recorded within
the allowed time limit. This was confirmed by Rob Chave, Planning Manager, and
Duane Bowman, Director of Development Services.
City of Edmonds cze Planning Division
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FRPM : P9-nasonic FAX SYSTEM PHONE NO. : 2067787699 Jun. 16 1998 05:56AM Pl
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811ILDItill
JUN 16 1998
JANP,IS CONSTRUCTION
16705-85 PL WEST
EDMONDS, WA 98026
1-4 2,c BUSINESS (2,n� 778-7699
L�,tg, rAx (2,M) 778-6257
TO:
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NUMBER 44 2'� , -7 111 -2-
FAX NUMBER A 2'�-- :2 -1 1
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FROM : Pa�asonlc FAX SYSTEM 0 PHONE NO. : 2067787699 Jun. 16 1996 05:57AM P2
After Recording Retum tO:
Janris ConsftctiOn
18705 -.85th PI VV
Edmonds, WA 98026
CITY OF EDMONDS
RECORD OF LOT LINE ADJUSTMENT
Grantor. 1) Curbs D. Smith
Grantee: 1) Curtis D. Smith
06/15/98 09:03
p.0005 Rocorded
Snohomlsb County
Z) Dolores M. Smith, husband & wife
2) Dolores M. Smith, husband & wife
Legal Description: Portion of trio NW1/4 of the NE11/4 of Section 18, T. 27N., R. 4 E., W.M.
Assessoes Tax Parcel 10#: 1 BZT04-1-058-0004 and 182704-1-072-0006
Section -Township -Range: 18-2T-4
This is to cerfify that the properties as shown on the attached map (Exhibit "Ar) and deecribed ars
follows
Portion of vacated Bloc* 10 and portion of vacated streeW on North and East sides
thereto in vacated Fir5t Addition to the City of r-drnondej described as foll*YA:
Beginning at the Nortfwm3t corner of the Northvvee� quarter (1/4) of the Northeard quarter
(114) of Section 18, Townahip 27 North, Range 4 East W.M.; thence East along the North
line of Section 18 for 270 fcvt; therwe South along center line of Gxetar Avenue, in said
plat now
vacated, for 991 feet to center line of Elwood Avenue in said plat now vacated, the true
point of beginning; twoo, South along the center line of said Exeter Street (Avenue)
now Yacated, 305 foot to the North line of Olympic Avenue: thence West along the North
line of said Olympic Avenue for 270 feet to the West line of said Northwest quarter (114)
of the Northeast quarter (114); thence North along said West line for 305 feet to the
center of said vacated Clwwd Avenue: thence East to the point of 4eginNng.
jr=xCEPT the West So feet for road, and EXCEPT the South 160 feet thereof
Situate in the County of Snohoff�sh. State of Washington.
Containing 35103 square fe0t (0,806 acres)
FROM : Panasonic FAX SYSTEM
PHONE NO. : 2067787699 0 Jun. 16 199 8 05:57AM P3
Scrith Lat Lim UjudmeRWI 198
Portion of Vacated Block 15 and portion of vacated Streets on South and East skles
thereto in vacated First Addition to the City of Edmonds. described as follows:
Beginning at a point 30 feet East of the Northwest comer of the Northwest 1/4 of the
Northeast 114 of Section 18, Townshp 27 North, Range 4 East W.M-: thence South 666
feet to canterline vacated Mmont Avenue. the true point of beginning: thence Easterly
240 feet to centerline vacated Exeter Avenue: thence South 325 feet to centerline
vacated Elwood Avenue: thence West 240 feet; thence North 325 feet to true point of
beginn'ing:
EXCEPT the North 202 feet thereof;
Containing 29762 square feet ( 0.683 wes).
Situate in the County of Snohomish, State of Washington.
Beginning at the southwest comer of the above described Parcel B: thence N 70o 57' 19"
E, 107.72 feet to a point on the south line of the north 90.00 feet of said Parcel B; thence
N NO 38' 13' E, parallel with the north line of said Parcel B, 125.00 feet to a point 15.00
feet west of the east line of said Parcel B; thence N 10 24' 29" W. parallel with the east
line of said Parcel B, 90.00 feet to the north line of said Parcel 0; thence N 880 3a' 13"
E, along said north line, 15.00 feet to the northeast comer of said Parcel 8, thence 5 10
24'29' E. along the east line of said Parcel B, 122-05 feet to the southeast comer of said
Parcel B; thence S 880 3r 14* W, along the south line of said Pa=l B, 242.65 feet to
the point of beginning.
Containing 7601 aquare fee (0. 174 acm).
Portion of vacated Slook 16 and Portion of vacated streaft on North and r=ast sides
thereto in vacated First Addition to the City of Edmonds, clancribad 26 f011OWS:
Beginning at the Northwest 66mar of the Northwoe-st quarter (1J4) of the Northeast quarter
(114) of Section IS, TownsNp 27 North, Range 4 East W.M.; thence East along the North
line of Section 18 for 270 feet thence South along center line of Exeter Avenue, in said
plat now
vacated, for 991 fag to canter line of Elwood Avenue in said plat now vacated. the true
point of begimlng: thence South along the center line of said Exeter Street (Avenue)
now vacated, 305 feet to the North line of Olympic Avenue; thence West along the North
line of said Olympic Avenue for 270 feet to the WW line of said Northwest quarter (1/4)
of the Northeast quarter (1114)� thence North along said West line for 305 feet to the
corder of said vacated Elwood Avenue; thence East to the point of beginning;
EXCEPT the West 30 feet for road, and EXCEPT the South 160 feet thereof.
TOGETHER WITH a portion of the follovAng described Parcel B:
1 01049vt
FROM : Panasonic FAX SYSTEM
PHONE NO. : 2067787699 Jun. 16 1998 05:5eAM P4
Smilh Lot Lim A4usm=t/finigs
That portion of Vacated Block 15 and portion of vacated StrCe on South and East sidbs
t$
thereto in vacated First Addition to the City of Edmond*, described as folkmm:
Beginning at a point 30 feet East of the Northvmst 0orn0r Of the NOrdmfad 1/4 of the
Northeast 1/4 of Section 18, Tqwn:ship 27 North, Range 4 East W.M.; thence South 666
feet to Centgrilne vacaUd Belmont Avenue, the true point of beginning; thence Easterly
240 fW to oenterline vacated Ex*ter Avenue; thenoo South 325 feet to canterline
vacated Elwood Avenuir, ftngo West 240 feet; thence North 325 feet to true POW Of
beginning;
EXCEPT the North 202 foet thereof;
described as follows'
Beginning at the southwest corner of the above described Parcel 13: thence N 700 SIP IV
E, 107.72 feet to a point on ths south line oF the north 90.00 feet of Said Parcel 8, thence
N 880 3V 13" E, parallel with the north line of said Parcel B. 125.00 feet to a point 15.00
feet wiast of the east line of said Parcel 8: thence N 10 24'20" W. parallel with the east
line of said Parcel B, 90.00 feet to the north line of said Parcel B; thence N 889 38' IT
E, along said north line, 15.00 feet to the northeast corner of said Parcel B; thence S 10
24'2Gr E, along the east line of said Parcel B, 122-65 feet to the southeast corner of said
Parcel B-, thence S 88o 37' 14' W. along the south line of said Parw B, 242.65 feet to
tha point of beginning.
The total parcel containing 42705 square feet (0.980 acres)
Situate in the CountY of Snohomish, State of Washington.
Portion of Vacated Block 15 and portion of vacated Streets on South and East sides
thereto In vacated First Addition to the C4 of Edmond% described as follows:
Beginning at a point 30 feet East of the NortfrNesl corner of the Northwest 1/4 of the
Northeast 1/4 of Section 18, Township 27 North, Range 4 East W.M.; thence South 666
feet to centeffine vacated Belmont Avenue, the true point of beginning; thence Easterly
240 feet to centMlne vacated Exeter Avenue; thence South 325 feet to uentedine
vacated Elwood Avenue; thence West 240 feet; thence North 325 feet to true point of
beginning;
Exr,EPT the North 202 feet thereof; and,
EXCEPT the portion thered de5cribed a3 follows:
Beginning at the wuthwost corner of the above described Panml B; thence N 700 57' 19M
E, 107.72 feet to a point on the 3outh line of the north 00.00 feet of said Pareal 13; thence
N 88P 38' 13* E, parallel with the north line of asid Parcel 13, 125,00 foot to a Point 19-00
feat vmst of the ea3t line of said Parool 13; thenos N 10 24129" W, parallel with the east
One of said Parcel 8, 90.00 feet to the north line of said Parcel 8; thence N 880 38113w
E, along aaid north line, 16.00 feet to the northeast comer of said Parcel B: thence S lo
24129" E, a" r* east fine of said Parcel 13, 122.65 feet to the so0heast comer of said
Parcel 8; thence 6 88o 37' Ur W, along the south line of said Parcel B. 242,65 feet to
the point of be4nning.
The total parcel containing 22160 square feet (0.509 acres)
A4
FROM ; Pan�sonlc FAX SYSTEM 0
PHONE NO. ; 2067787699 Jun. 16 1998 05;59AM P5
Smilh Lot Lirt A*sbrwV6/1,99
Situate in tha County of Snohomish, State of Washington.
The easement herein described affects the following dese(lbed PrOPOrtY.
The north 202 feet of that portion of Vacated Block 15 and portion of vacated Stretits on
South and East sides thereto in vacated First Addition to Me Cfty of Edmonds, described
as foii6ws:
Beginning at a point 30 feet East of the Northwest corner of the Northwest 1/4 of the
Northeast 1/4 of Section 18, Township 27 North, Range 4 East W.M.; thence 3outh 666
feet to oWerline vacated Belmont Avenue, the true point of beginning; thence Easterly
240 feet to centerline vacated Exeter Avenue; thence South 325 feet to centerline
vacated Elwood Avenue; thence West 240 feet thence North 325 feet to true point of
beginning;
The cenWrIlne of a 20 foot wide easement for ingrew and egress is dewibed 08 follows:
commencing at the southeaut comer of the above described paroal; thence 6 880 3V
13- W, along the south line ofsaid paml, 15.00 feet to the point of beginning of said
centerline; thence N 10 241 291- W, parallel witl� the eaet [in& of said parcel, 65.00 faot to
a point hereinafter referred to as Point "A!'; then" continuing N 10 24' 29" W, parallel
vAth the ea3t line of mid parcel, 61.43 foot to the beginning of a tangent curve to the laft
with a radius of 72.00 feet; thence along said curve through a central angla of 890 55'
42*, 113.01 feet to a point 13.00 feet south of the north line of said parcel: thence S 880
39'49" W, parallel with the north line of said parcel, 77.42 feet to the beginning of a
tangent ourve to the loft with a radius of 115.00 feet; therica along said curve through a
central angle of 270 09, 27", 64.61 feet to a point of reverse curve vAth a 11 5.D0 foot
radius curve to the right; thence along said wrve through a central angle of 130 35'05",
27.27 feet to a point on the west line of said parcel and the terminus of the herein
descaibed centerllrw� said poik being 35.23 feet southerly of the northwest corner of said
parcel.
Together with an easement 20' in width described as follows: Beginning at the
previously mentioned Point "A7: thence S 880 35' 31' W. 30.00 feet to the terminus of
the herain described centerline. The sidelines of said easement shall be connected with
tho westerly sideline of the previously described easement with 20' radius tangent
curves.
have had their lot lines adjusted under the provisions of the Edmonds Subdivision Ordinance
(Chapter 20.75) File No LL-9M3.
We verify that we are the legal owners of the property described above, we warrant that all
representations are true and correct and understand that in the event of any misrepresentatio ' n or
failure to comply with the conditions and regulabons set forth herein, the City of Edmond5 shall have
the right to dedare that lot line adjustment void and record a statement to that effect in the Grantor -
Grantees index in the office of the Snohomish County Auditor.
Signed this day of June, 1998.
FROM : Panisonic FAX SYSTEM PHONE NO. : 2067787699 0 Jun. 16 1998 05:59AM P6
Srrdth Lot Line AdjwW=tt611/"
STATE OF WASHINGTON
)SS (individual AcknoWedgement)
COUNTY OF SNOHOMISH
I ceriffy that I know or have satisfactory evidence that Curtis 0. Smith and Dolores M. Smith, husband
and wife. are the persons who app4ared before me, and said persons acknovAedged that they signed
this instrument and acknovAedged it to be their free and voluntary act for tMe uses and purposes
mentioned In the Instrument
Dated this �\ day of nNr-� 1M at WMOM!->-, WaShIngtOn.
'A�ry Public. in and for the State of Wa3hington
Re5iding at 903 - S;n-' A%jv- S, _, =o"oyqvj
My appointment expirea 3.42;2 1 JQ2
FROM : Pan�sonic FAX SYSTEM 0 PHONE NO. : 2067787699 0 Jun. 16 1998 06:OOAM P7
e- 'o M49W,
Atflo :W4,11. 7 3 X� �8
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FROM Panasonic FAX SYSTGM
After Recording Return to:
Jands Construction
18705 - 85th PI W
Edmonds, WA 98026
PHONF= NO. ! 2067797699
9806150002
06/is/96 09,08
P.0004 Recorded
Snohomish County
Jun. 16 199e 06!OOAM Pe
NO EXCISS TAX
REQUIRED
JUN 151998
r
.;f� Snohom�h County Trossarer
1�y 506 DANTINI
ACCESS AND UTILITY EASEMENT
Grantor: i) Cortis D, Smith 2) Dolores M . Smith
Grantee: Thompson and Thompson Partnership, dba Janris Construction
L0921 D060riptiOn! Portion of the NWI/4 of the NE1/4 of Section 18, T. 27 N., R- 4 E.. W.M.
Ae"asoes, Tax Parcel. 115B.- 182704-01-009-0004
Section-Township-lUnge- 18.2i-4
The Grantor(a) Curtis D. Smith and, Dolores M. Smith, for and in 00mideration of mutual benefits. do
hereby grant and convey to Thompson and Thompson Partnership dba Janris Constmcfion, Grantee , Its
succawars and assigns, a non-exclusive easement and Hgh . t-d-way over, through, under, across, upon,
and in fl-o folloWdo described real property situated in the City of Edmonds, Snohomish County,
Washington.
The north 202 feet of that portion of vacated Block 15 and portion of.vacated Streets on South and
East sides thereto in vacated First Addition to the City of Edmonds, described as follows:
Commencing at a point 30 feet East of the northwest comer of the Northwest 1/4 of the Northeast
1/4 of Section 18, Township 27 North, Range 4 East W,K; thence South, ON feet to the centerline
of vacated Belmont Avenue, the true point of beginning; thence Easterly, 240 fast to the centerline
of vacated Exeter Avenue: thence South, 325 feet to the centerline of vacated Elwood Avenue;
thence West, 240 feet; thence North, 325 feet to true point of beginning.
for the construction, maintenance arKyor repair and/or reptacernent of a payed driveway to serve two
single family residences on the properties to the south described in attached Exhibit A, and the Prop"
described above, Said easement may also be utilized to provide utility service to the single family
residences,
The no"xclusive easement granted and conveyed herein io described ar. follows*
The centerline of the 20 foot Wde nori-exclusive eazernent for ingreW egress and utilities conveyed
herein is described as f011OWS:
Commencing at the southeast comer of the above described parcel; thence S 8810 38'13"W,
along the south Jim of 3aid paroel, 16,00. feet to the point of beginning of sold centerline; thence N
10 24� 290 W, parallel vAth the *art line of said parcel, 55-00 feet to a point hereinafter referred to as
Point W; thenoe continuing N 10 24' 2V W, parallel with the east line of said parcel, 61.43 feet to
the beginning of a tangent curve to the left with a radius of 72-00 feet; thence along "d curve
through a central angla of 890 561 42", 113-01 feet to a point 13.00 feet south of Me north line of
said parcel; thence S 880 3V 40" W, parallal with the north line of said parcel, 77.42 feet to the
FROM : Famasonic FAX SYSTEM 0 PHONE NO. : 2067787699 0 Jun. 16 199 8 06:0iAM P9
SMM ACM EaSCMMIMNS
beginning of a tangent Curve to the left With a radius of 115.00 feet; thence along acid curv4 .
through a central angle of 27c 09' 27", 54.51 feet to a point of reverse curve with a 116.00 foot
radius curve to the right; tnence along said curve through a central angle of 130 36'06", 27.27 feet
to a point on the west line of said parcel and the terminus of the herein described conterlirwo, raid
polM being 33.23 feet southerly of the northweet oorner of sold parcel.
Together With a non-exclusive ea5ement 20' in width de3cAbod as follows: Beginning at the
previously mentioned Point "N'; thence 9 880 36 31" W, 30-00 feet to the terminus of the herein
described centerline. The sidelines of eaid non-exoluaiYo easernont "ll be connected with the
vve*tedy skidins of the pmvioualy described non-exclusivo eacement With 20' radius tangent curves -
The GrantDr ahall retain the right to use the surface of said non-exclusive easement. so Long as said use
doee not interfere with the Installation and maintenance of the driveway or utility lines and so bN as no
permanent buildings or structures are erected on said not% -exclusive easement.
This non-exclusive easement is granted with the Lnderstardng that affected adjacent property vAll be
returned to a oondition equal to its original condition upon completion of construction, The Grantee also
agreas to indemnify and save h2rMl2M the Grantors from any liability arising from the construction Of
%Xh facilities,
JOINT MAINTENANCE AGREEMENT FOR PRIVATE ROAD (owam
The non-exclusive easement de5cribed hemin shall be for the purpose of ingress tO and egress from the
parcels desortbea in attached Exhibity A providing access to 84th Ave W; and for the pu"As of
constructing, reconstructing, mairdai tring and repairing publio utilities of all kinds. both above and'below
the surface of the non-exckmive easernert promises, including but not limited to, water. sanitary sewer.
storm drain liner., telephone and electrical lines. natural gas lines and television cable.
The non-excluelve eawment herein granted ch;Wl be a covenant running vAth the land. The cost of
grading and improving the roadway over the non-Qxclusive easement promise& and of constructing and
in3tWling Wlitie3 therein, and the maintenance of said road and utilities, shall be borne by the present
and future ownem of individual properties to the extent the non-exclusive easemerd road lay between
84th Ave W and the point of awes& to each individual property, PROVIDED, that this provision shall not
be construed to require the undemigned grantor of this non-exclusive eaSernent to contriibute to the
original cost of any improvements made in the said easement premises.
(1) Alt 5ubwWont deeds will contain provisions regarding the private road in the manner described
herein,
(il) Adl maintenance of the private road described by this non-exclusive easement shall be by the
owner(s) of the parcels having legal'access therefrom or their successor(s), unless and until such roads
are improved to City -of Edmonds stand2rds and accepted by the city for maintenance;
(iii) The private road is hereby subject to a utlities easement in favor of the grantor(s) or the
successor(s) and of any electric, telephone. television cable, gas� water, or sewer company, public or
private. or the succemor(s) to install. construct, operate, maintain, atter, and repair their respective
utilities, together with the right of ingress and egress for said purposes, PROVIDED, That if the road
should become a public road at some time in the future, all easements within the road shall become null
and void. and any ublitY facilities which physically exist shall become subject to the franchise
requirements of the City of Edmonds;
FROM : Panasonic FAX GYGT9M
PHONF= NO. : 20G7797G99 Jun. iG 1999 OG:02AM P10
0
sTnith Am= C*VMWW6("4
(lv) VVIth respect to the private mad descrlbeo by thIs non-exclusive easemem whemer'It remains
private or becomes a public road, there Is the additional right to make all necessary slopes for cuts and
fillu; and the right to wntinue to drain said roads and ways over and acrow any [at or lots where the
water might take a natural courm upon team ble grading pursuant to improvement for dedcation of
the roads and ways shown herein. Following rea*onable grading purnuant to impro�ements for
dedication of the roada and WOY3 3hown herein, no drainage waters on arry lot or lots shall be diverted or
blocked from their natural oour3e so a5 to diwharga upon any public road rights -of -way or hamper proper
road drainage, Wthout the approval of ft City of Edmondw,
The seller is hweby required to give actual notice to a proopective purchaear of the method of
maintenance 6f the private road and is required to include ouch notice in any deeds or oontraoft relating
to the eale. Such documents or covenants shall oontain provisions for tranofer of reponsibility to
suooessm and aesilgns, the placement of lions against parsone not fulfilling the maintenance agreement
and provWon that the road or portion thereof shall be deeded to the City of Edmonds when brought to
full city atanJards by one or more of the owners thereof.
The covenants are for the mutual benefit of the grantor and his heirs, successors and assigns and are
for the hirther purpose of compliance with the ordinances and regulations of the City of Edmonds, and
the city and such persons are specifically given the right to enforce these restrictions and reservations by
injunction or other lawful procedure and to recover any damages resulting from such violation.
Dated this,// day of . loge at Washington.
zo
Curtis 0. Smith Dolores M. Smith
STATE OF WASHINGTON
As (Individual AcknoWedgement)
COUNTY OF SNOHOMISH
I cerft that I know or have satsfactory evidence that CurUs D. Smith and Dolores M. Smith, husband
and Wfe, are the persons who appeared before me, and said persons acknowledged that they signed'thIS
instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in
the instrument.
Dated this I I day of rV E , 1998 at QD0\oMI) S -, Washington.
kim -ro&NQ��
(Name Printed)
Notary Public In and for the State of Wa3hington
Residing at 305- <�" &t!4 S. KQ—"6&A4
My appOintment expires 3 jam . 460
FROM : P4nasonic FAX SYSTEM PHONE NO. : 2067767699 Jun. 16 1998 06:02AM P11
SrWih Acm ftiem0AWS
EXHIBIT "A -
Portion of vacated Block 16 and portion of vacated street& on North and Egiet sides thereto in vacated
First Addition to the City of Edmonds, described as follova:
Beginning at the Northwest corner.of the Northwest qu2rter (114) of the Northeast quarter (1/4) of
Section 18, Township 27 North, Ranga 4 East W.M.; th6nee Gast along the North line of Section 18 for
270 feet: theffee South along center line of Exeter Avenue, in said plat now
vacated. for 991 feet to center line of Elwood Avenue in said plat now vacated, the true point of
begMna: thence South along the center line of said Exeter Street (Avenue) now vacated, 3D5 feet to
the North line of Olympic Avenue: thence West along the Naffi line of said Olympic Avenue for 270
feet to the West line of said Northwest quarter (114) of the Northeast quarter (1A); thence North along
said West line for 305 feet to the center of said vacated Elwood Avenue; thence East to the point of
beginning.
EXCEPT the West 30 feet for road, and EXCEPT the South 160 feet thereof.
Situate in the County of Snohomish, State of Washington.
Containing 35103 square feet (O.6W acres)
PARCEL B UAx Accounj No. j82704-1:M=Q=)
Portion of Vacated Block 16 and portion of vacated Streets on South and East sides thereto in vacated
First Addition to the City of Edmonds, described as follows:
Beginning at a point 30 feet East of the Northwest comer of the Northwest 1/4 of the Northeast 114 of
Section 18, Township 27 North, Range 4 East W.M.; thence South 606 feet to Centerline vacated
Belmont Avenue, the true point of beginning. thence Easterly 240 feet to centerline vacated Exeter
Avenue- thence South 325 feet to centerline vacated Elwood Avenue; thence West 240 feet; thence
North 3ii feet to true point of beginning;
EXCEPT the North 202 feet thereof,
Containing 29762 square feet 0.683 acrea).
Situate in the County of Snchomis6j. State of Washington.
The north 202 feet of that - portion of O'cated, D(Ock 16 and pqrton, of vacated Streets on South and East
sides thereto in Vacated First -Additign- to tho'City of Edmonds, das�-,ribed ds folkmn�
Commencing vt.a point'30 fmt- East of the northwea cdroer of tha No6weat'll/4 of the Northeast IM of
Section Ia. Township 27 North, Range 4 East W.M.: theri6e *S�Oth, 666,feet to the centerl,ine of vacated
Belmont Avenue, the true* point of beginning; thence Eas;terly, 240 feet t� t lle centerfine of vacated
Exeter Avenue: thence South, 325 feet to the centerline of vacated Elwood!Avenus: thence WesL 240
feet; thence North, 325 feet to true Doint of beginning;
wrks\Wt�M)18270404\ca==
FROM ; PanaSonic FAX SYSTEM PHONE NO. ; 2067787699
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0 Jun. 16 1998 06:03RM P12
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JANRIS CONSTRUCTION
18705 85TH PLACE WEST
EDMONDS, WA 98026
. (425) 778-7699
MAY 21, 1998
ROY S. WHITCUTT
CITY OF EDMONDS
ENGINEERING DEPARTMENT
121-5 AVE NORTH
EDMONDS, wA ge020
. i . w mi
me,
RE: GRADING CALCULATIONS FOR BUILDING PERM17
AT 18310-84 WEST
DEAR ROY:
IN COMPLYING WITH THE HEIGHT RESTRICTION OF 25 FEET OVER THE MEAN
AVERAGE IT WAS DETERMINED THAT WE WOULD HAVE TO EXCAVATE AN AVERAGE OF
3.5 OVER THE ENTIRE BUILDING PAD. THE PAD IS 1957 SQUARE FEET PLUS THE
GARAGE OF AN ADDITIONAL 600 SQUARE FEET FOR A TOTAL OF 2557 SQUARE FEET.
THIS FIGURES OUT TO BE A TOTAL OF 331.46 CUBIC YARDS OF MATERIAL THAT
WILL BE REMOVED AND/OR USED FOR BACKFILL.
IF YOU HAVE ANY QUESTIONS PLEASE CALL ME AT 425-778-7699.
T Y
PAUL A. THOMPSON
JANRIS CONSTRUCTION
18705 85TH PLACE WEST
EDMONDS, WA 98026
(425) 778-7699
4141#4
JULY 8, 1946� -
LYLE CHRISMAN
CITY OF EDMONDS
COMMUNITY SERVICES DEPARTMENT
121-5TH AVENUE NORTH
EDMONDS, WA 98020
RE: PLAN CHECK 98-168
DEAR LYLE:
ATTACHED YOU WILL FIND A PLOT PLAN BROKEN INTO 3 SECTIONS FOR COMPUTING
THE AMOUNT OF GRADING TO BE DONE ON THIS SITE. I BASED THE DEPTH OF THE
CUT AT 133.15' BASED ON THE AVERAGE GRADE OF 135.1�' MINUS A 2 FOOT CUT.
SECTION I- I FIGURED THE MAXIMUN DEPTH OF THE CUT WOULD BE 4.25 FEET ON
A PAD OF 32'X 24' WHICH GAVE ME A TOTAL CUBIC YARDAGE OF 139.8 CUBIC
YARDS.
SECTION Il- I FIGURED A MAXIMUM CUT OF 2.25 FEET ON A PAD OF 44' X 17'
GIVING ME A CUBIC YARDAGE OF 62.3 CUBIC YARDS.
SECTION III- I FIGURED A MAXIMUM CUT OF 1.5 FEET ON A PAD OF 56' X 15'
GIVING ME A CUBIC YARDAGE OF 46.7 CUBIC YARDS.
THE TOTAL CUBIC YARDS MOVED ON THIS SITE IS CALCULTED AT 248.8 YARDS.
SIN R LY,
P L *A.THOMPSON
m
227,53'
84TH AVE. Id
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j4NRIS CONSTRUCTIC
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4tYl LOT B SCALE 30' DRAWN IBBY C-HRIS TH4VPSON
IS310 184tioi Ave W
PL.,PL7 v R]26
"M S W, 7 9,8026
PLOTPLAN E:)MICIINDS, WA-
NOTICE:
a -.c c u �ra-c
-Nb--warra-nty of
The information'shown on the attached
map(s) v\/as compiled for use by the City Of
Edmon"ds, its Employees and Consultants.
Th.e City of �Edm.onds does not warrant the
accuracy of anything set for.th on these
rnap(s�-). Any person or entity'requesting a
copy should conduct an independent
I m'ation shown on
inquiry regarding the 'nfor
t-Fe 'm a p (s) , including, but not Hm'ted to,
th-e location of any sew-er 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 officle,rs be 1--Jab-l-e forthe
information given' on this map(s), nor for
ion provided based
any one representat'
upon . said map(s).
107
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INTENSUS, EngloorMg A Surveft
V4 SKTM %, T. 27 M, R 4 � WX
9T
I r- NUI' I I NTENSUG PHONE NO. 425 491 72e2
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RECE WL7�
PERMIT COUNTER p
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Ae 106,
All
ploom By PLIRV,�11NIWG
zone 4.(-12- Comer Flag
-.Setbacks Required Aqual
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STREET FILE
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PLANNING DATA
NAME: Wfyn; 5 C" , S f-N DATE: 41e/a5-
SITE ADDRESS: k 3 11 0 1 PLAN CHK#: 0 5- ti
PROJECT DESCRIPTION: Pe(k C-6,z- ( 13-AA p94 t wgkif aver ejajrh!y Age- 4C f-" r--1
REDUCED SITE PLAN PROVIDED?: 60 / No)
MAP PAGE: 3 5-b CORNER LOT: (Yes �/o FLAG LOT: (Yes Q
ZONING:- P's - I?- - CRITICAL AREAS DETERMINATION#; 1997 - o 12-9
LJ Study Reauired:
54e pt#- 50-� A 12,' fk4p Albp, 1.—� j,16, A. A. 0"17-14 — Ok-
0"Waiver
Ll Conditional Waiver
SEPA DETERMINATION:
Fee
Checklist
LJ APO list w/ notarized form
LlNeeded for 500 cubic yards of grading, Shoreline Area- site within 200 . of Puget Sound or Lake Ballinger)
�`Exempt
SETBACKS:
Required Setbacks:
Street: 25-' Left Side: to, Right Side: Rear: ?�S-' 0
Actual Setbacks: &tic. --I—
Street:-/19' LeftSide: ?-o' RightSide: 5'2�' Rear:
Street map checked for additional setback required? (Yes / Ko-)/ DNA.)
LJ DETACHED STRUCTURES: f
LJ ROCKERIES:
U FENCES/TRELLISES: 1,
Ll BAY WINDOWS / PROJECTING MODULATION: IVM
01"STAIRS / DECKS: 1�1� JZI%"
PARKING: Required:__�- _Actual: Z-
LOTAREA: 2-2.2,1
LOT COVE
KAUh. 13 �4 4- (2o-i 4) -
Calculations:
BUILDING HEIGHT: N�
Datum Point:- ro IA Datum Elevation: too'
Maximum Allowed: /-5' 62.3' Actual Height:
A.D.U. CREATED?: fg'o)/ Yes)
SUBDIVISION:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes /
OTHER:
Plan Review By:
New13PPlanningDataForm. DOC
CITY OF EDMONDS 111,
CONSTRUCTION PERMIT APPLICATION
USE
ZONE
_121-
PERMIT
NUMBER T0,571 (:Zl
JOB
ADDRESS SUITE/APT #
OWNER NAME/NAME OF BUSINESS
— if, r4 a I 1�1` ( 0 t,� �; q
ECKI
SUBDIVISION NO.
LID NO.
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NiXILING ADDRESS
F,
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTING — REQUIRED DEDICATION —
'11,1/4
PROPOSED &_
TESCP Approved 0
RW Permit Required j6r_0
Street Use Permit Req'dVOO
Inspection Required 11i3O,X
Sidewalk Required A1,1 0
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CITY ZIP
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TELEPHONE NUMBER
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NAME
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LINV SIZE
NO. OF FIXTURES
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REMARKS
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TELEPHONE NUMBER
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IRE MEMO DATED REVIEWED BY;
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STATE LICENSE NUMBER EXPIRATION DATE
VARIANCE OR cu
ADB#
SHORELINE 4
Legal Description o.f Property - include all easements
Z
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SEPA REVIEW
COMPLETE I EX EMPT
EXP
SIGN AREA
ALLOWED PROPOSED
HEIGHT
ALLOWED 1PROPOSED
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LOT COVERAFE
ALLOWED
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REQUIRED SETBACKS (Fr.)
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FRONT UR SIDE REAR
0 /51
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Property
Tax Account
Parcel No. rl 0,4 1 -Ol Z- 00 -0(0
OT AREA
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NEW RESIDENTIAL PLUMBI NGIMECH
REMARKS
COMPLIANCE OR
ADDITION COMMERCIAL CHANGE OF USE
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REMODEL APT. BLDG. SIGN
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FENCE
REPAIR /K!m C_YDS. L x —FT)
DEMOLISH WOODSTOVE SWIM POOL
INSERT
0 HOT TUB/SPA
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[] RETAINING WALL/
CAR GRT RENEWAL
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CHECKED BY
TYPE OF C?kS RUCTION
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OCCU0ANT
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REMARKS _4277
PROGRESS INSPECTIONS PER UBC 108
0
Z
(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
1.14 AQ14W -;Q
NUMBER
OF�
STORIES Z
NUMBER OF
DWELLING
I UNITS
CRITICALIC'Aq-l—
AREAS
INUMBE
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
SP ECT104
REO'UIRE'D'
Dor, 5/,[Ar—�- :v 41
VALUATION
FEE
FEE
BUILDING
HEATSOURCE: i
GLAZING
(,AS
%
PLUMBING
Plan Check No.
kn-Z
MECHANICAL
This Permit covers work to be done on private property ONLY.
Any construction on the public domain (curbs, sidewelks
GRADINGIFILL
:54
STATE SURCHARGE
driveways, marquees, etc.) will require separate permlssio�.
Permit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
uj
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors in interest, agrees to indemnify, defend and hold
harmless the City of Edmonds, Washington, its officials,
ENG. INSPECTION FEE
S
<
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 noi be�deem`ed to
ive or reduce any requirement of any c4y ordinance
nor m n any way the City's ability to enforce 6 . ny ordinance
provision."
PLAN CHECK DEPOSIT
-7
TOTAL AMOUNT DUE
information given is correct; and that I am the owner, or the duly
ATTENTION
authorized agent of the owner. I agree to comply with city and
state laws regulating construction; and In doing the work authoriz-
THIS PERMIT
AUTHORIZES
ed thereby, no -person will be employed in violation of the Labor
ONLY THE
Code of thet§ia�e of Washington relating to Workmen's Compensa.
WORK NOTED
tion Insurance dric RCW 18.27.
SIGNATURrM,�tkr:R OR ZGENT) DATE IGNED
0/
INSPECTION
DEPARTMENT
CITY OF
EDMONDS
T "UNTION
A f
CALL FOR
INSPECTION
IT IS:7UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
771 —Q220
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
SECTION 109
b7
1,21q�
102,q?
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.
IFFIC AL' 3NATOVI ATE
DA
ORIGINAL File YELLOW — Inspector
PINK — Owner GOLD — Assessor