229 3RD AVE S.PDFIIIIIIIIIIII
4918
229 3RD AVE S
APPLICATION
for
The City of Edmonds SIDDE SEWER PERNIXT EASEMENT No . ..........................................
NEW CONSTRUCTION REPAIRS
OW`NER .... N.G.1sol.l.;p .... M-...D ............................... ........................ CONTRACTOR .............. ......... ------------------------------------------------------------------------- PERMIT No . ......................
'd
ADDRESS ....... Ava....S, ....................................... ... LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
NAMEOF ADDITION .� .......................................................................................................................................
JU n q
, , /9 7,;?
Dv.e� Tesfad On S.Kawc-r
Approv.1d:
DATE................................................ By ............................
........................... /
Mi
SITE PLAN/
STORM DRAINAGE REPORT
for a
10 U.NIT CONDOMINIUM
located at
225&227 3rd AVENUE SOUTH
for
OLA GROSSET
prepared by
John W. Mellor, P.E.
JAN 1 1 1994
PERMIT COUNTEq-
STORM DRAINAGE CALCULATIONS
Existina Conditions
Total square footage Parcel A, B, and C including gap area between Parcels
A, B, and C equals 16,549 sq. ft. or 0. 3799 ac. Exist. site plan included in report.
Existing Impervious Surfaces(i.e. driveways, walks, exterior slabs, etc.)
Parcel "A"
(87 x 9) + (23 x 4) -
783 + 92 =875
Parcel "B"
(11i5x8.5)-+(5x17)+(50x2)
956.25 + 86 + 100 =1,142.25
Parcel "C"
(2 X 18)
36
Impervious surfaces Parcel "A" + "B" + "C" = 2,05.3.'25 sq. ft. or 0.0471 ac.
Existing Pervious Area
(16,549 - 2,053) sq. ft. = 14,496 sq. ft. or 0.33278 ac.
Estimated Existing Runoff
Q = CIA; where I or 1,, is dependent on Tc, the time of concentration
Tc = 10 + L ft
V ft/sec x'60 sec/min
where V, velocity is a function of the slope of the subject property, S;
S = (47.55 - 46.80.)feet = 0.0091; (46.80 - 41.66) = 0.0485
82 feet 106 feet
V, velocity of overland flow across existing lawns & conc. use
log vs. log figure, page 16, Sno. Co. Denage Ord.
V = 0.5 fps; 4.6 fps
Tc = 10 min. + 82 feet .. + - 106 feet
0.5 fps x 60 sec/min 4.6 fps x 60 sec/min
1
Tc = 10 min. + 2.73 min. + 0.38 = 13.11 min.
Q=ChoA; where; from the rainfall chart Sno. Co. Denage Ord, page 25,
ho = 1.65, when Tc = 13.11 min
where C(combined); when C(impervious area) = 0.90
, C(pervious area)= 0. 15
(0. 0471 ac. x 0. 90) + (0.3327 ac x 0. 15) = 0.24298
0.3799
Qex = C ho A
0.24298 x 1.65 x 0.3799 ac.
0. 1523 cfs existing runoff (allowable runoff)
Developed Site Conditions
Impervious Surfaces(i.e. roofs, driveways, walks, porches, etc.)
11,332.57 sq. ft. or 0.26015 ac.
Pervious Surfaces
16,549. 00 sq. ft. - 11, 332.57 sq. ft. = 5,216.43 sq. f t. or 0. 11975 ac.
Future runoff coefficient for the developed site
(0. 26015 ac. x 0. 90) + (0.11975 ac x 0. 15) = 0. 66359
0.3799 ,
Q0 allowable runoff adjusted
acreage x future runoff coefficient
0. 1523' 0.60413 cfs
0.3799 acres x 0.66359
Detention Requirements
Using the 25 year design storm for detention we obtain:
T 2 5 + 2706 25 + 2706 25 + 66.926 = 41.926
V Q0 . V 0.60413
2
Vs = 4329 T ' - 40 Qo T = 2,711.95 - 1,013.15 = 1,698.80
T + 25
VT Vs x acres x future runoff coeff.
1,698.80 x 0.3799 x 0.66359 = 428.26 cu. ft.
= 428.26 cu. ft., required on -site detention
Sizing the Unde[ground Detention Pipe
Constraints for sizing the detention pipe include the elevations of the yarddrains,
downspout ties, parking areas, and the storr-n drain invert located in 3rd Avenue N.,
which is - .3 feet below the curb at the center of the subject properties. A 24" pipe
will be used to detain runoff volumes. This pipe would be 160" long.
Checking detention provided
158' x 3.1416 cu. ft./ft. = 496.37 cu. ft. in pipe
2.75' x 12.57 cu. ft./ft. = 34.56 cu. ft. in restrictor catch basin
2.0' x 5.77 cu. ft./ft. = 11.54 cu. ft. in Type 1- Lcatch basin
542.47 cu. ft. total detention provided �in excess of req'd.
Check Overflow
100 year storms from the developed site are dependent upon the new Tc:
The new time of concentration after development is as follows:
The longest run starts at the Southeast comer of the proposed building. Runoff
from the roof itself takes approx. 2 seconds then must,flow along 34' of rain gutter
sloped at 1 % at a velocity of 2 fps, then through 44' of underground 6" pipe with a
slope of 1 % and a velocity of 1.83 fps, then through 40' of 6" pipe with a slope of
1 % at 2.08 fps to the catch basin at north end of the parking lot, then through 40' of
6" pipe sloped at 1 % at a velocity of 3.17 fps to the upper end of the detention
y � s tem, then through 120'of 24" detention pipe sloped at 0.5% with a velocity of
s
1. 61 f ps, then th rough 60' of 8" pi pe sloped at 1 % at a velocity 3.4 fps to the catch
basin behind the sidewalk.
Tc = 10 + 34' + 44 + 40 + 40 + 120 + 60
2(60) 1.83(60) 2.08(60) � 3.17(60) 1.61(60) .3.40(60)
= 12.75 min
With the developed Tc at 12.75 min. the rainfall intensity would be 2.60 in/hr:
Qloo = C I A
Qloo 0.66359 x 2.60 x 0.3729
0.655 cfs
where C = 0.66359
hoo = 2.60
A = 0.3799
An eight inch riser can, easily handle 1.0 cfs, therefore 0.655 cfs is conservative.
\j
Orifice sizLng
The orifice will be sized,to release the existing runoff:
Qex 10yr = 0. 1523 cfs
With a head of 3.00 feet the size of the bottom orifice is, 1.800" or 1.8"
To add oil water separation with notch(weir)control, King County's Drainage manual
suggests using of notch orifice using a sharp crested weir designed to handle the
runoff up to the 10 yr developed site f low before overtopping. The wei r must handle
QdevlOyr-QexlOyr= Qwelrcfs=0.40367-0.1523=0.25137cfs;
where Qd,, 10y, = CIA
= 0.66411 x 1.60 x 0.3799 = 0.40367
Qweir = C(L - 0.2H)H3/2 where C = 3.27 + 0.40 H/P
L = length of the portion of riser circumference as
necessary(in feet)not to exceed 50% of the
circumference.
H & P as shown
D = inside riser diameter
L 0.2 H
C
c H3/2 C)
C-) ke
0.25137 +0.2(0.25)
3.306(0.25)3/2
0.6582 feet
Cl \J D -Q-4
, e �'!
C)
ell
C
cl) V
r"NVE=0 &,QEA�, (---t4SE-r- PLOW) SW&U-0W C-j-rrTT--=2 PLjC)W
771
T-7�� C41 KAI 11-31 MUM
L-n-r-EP-) -7
- 77
SC
'5C
(.I=F-t= I r->oz -BaCC4,3c')
This figure may be used to help
estimate overland flow times for
surface flow.
TRAVEL TIME FOR OVERLAND FLOW
30
20
16
RUNOFF FACTORS FOR STORM SEWERS
(Values of "C" in 0 CIA)
FLAT
ROLLING
0-5%
5%
UNDEVELOPED
LAND
Wood& Forest
.................................
0.10
0.15
Sparse Trees
& Ground Cover ...................
0.15
0.20
Light Grass
to Bare Ground .....................
0.20
'0.25
DEVELOPED AREA
Pavement & Roofs ..............................
0.90
0.90
Gravel Roads & Parking Lots ....................
0.75
CityBusiness ..................................
0.85
0.90
Apartment Dwelli,ng Areas ......................
0.80
0.85
Industrial Areas (Heavy) ......................
0.70
0.80
Industrial Areas (Light) ......................
0.60
0.70
Earth Shoulder .................................
0.50
0.50
Playground.......................................
0.25
0.30
Lawns, Meadows,& Pastures .....................
0.20
0.25
Parks & Cemeteries ................... * .........
0.15
0.20
SINGLE FAJ-1ILY RESIDENTIAL
(Dwelling Unit/Gross Acre)
1.0
- 1.5
DU/GA ..................................
0.30
1�5
- 3.0
DU/GA .................................
0.35
3.0
- 3.5
DU/GA .................................
0.40
3.5
- 4.0
DU/GA .................................
0.45
4.0
- 6.0
DU/GA .................................
0.50
6.0
- 9.0
DU/GA .................................
0.60
9.0
- 15-.0
DU/GA ..................................
0.70
18
I
r-_ I
0
r%)�
LAI
2
sl
SQO�40M
�SIA COUQTN,�i/
1-7
'Z SS
ICD rio CX.) Icx
KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL
FIGURE 4.4.7B NOTCH WEIR
�e-
Ara be�wax
Al ffle- i rlwl
be- IV 044#1 /-
1410 "4 Q
-r
5? ///IEPV-
Q = C(L - 0.2H)H 112CfS -11111c:�a 1/24:-A/
where C 3.27 + 0.40 H/P (in feet).
L Length of the portion of the riser circumference as necessary (in feet),
not to exceed 50% of the circumference.
H&P as shown above
D = Inside riser diameter.
Note that to account for side contractions, subtract 0.1 H from L for each side of the notch weir.
FIGURE 4.4.7F REQUIREMENTS FOR OlUWATER SEPARATION WITH NOTCH CONTROL
604ri 6em' aWLIE,
(m VZ064)
& - A,
FDK O(L-;#A-rr--K
6e-F,�,9A-rt0t4
QV4A4
0
lom
09IFVlf-
OoreR 04tV-
PEPT14 M 9fA0lP-F-C)
0VE9TD?VIt4(4
yF-laV-qe"Ib(M
Qe6(A#e- WIT"114
-MTkt. RE -AD
TO HF-F-T pf-gFaj�MANU-�
(J?lv to yak?-
DF-'$Ikkl fi-od
4A.7-6
1/90
STORM DRAINAGE CALCULATIONS
Existing Conditions
Total square footage Parcel A, B, a!?�
A, B, and C equals 16,549 sq. ft. o
fO
Existing Impervious Sul
'J
C including gap area between Parcels
3799 ac. Exist. site plan included in report..,.,
)e k,�
driveways, walks, porches, etc.) 'A
Parcel "A" J & 3 '�
[(8 x 20) + (22.3 x 28.3)] + (12 -x-34) � (87 x 6) + (6 x -14) + (23 x 4) .1
160 + 632.78 + 408 + 783 + 84 + 92
Parcel "B" r
[(14.5 x 28.5) + (24--+.36)] + (18 x-24) + (112.5 x 8.5) + (9 x-5-5) + (5 x 17) + (50,x 2)
413.25 + 864 + 432 + 956.25 + 49.5 + 86 + 100 PIC
Parcel "C"
(2 x 18)
36
Impervious surfaces Parcel "A" + "B" + "C11 = 5,097'sq. ft. or 0. 1170 ac.
01 c �'� G " j
Existing Pervious Area -:. A
(16,549 - 5,097) sq. ft. = 11,452 sq. ft. or 0.2629 ac. T
Estimated Existing Runoff
0 = CIA; where I or 11, is dependent on Tc, the time of concentration
Tc = 10 + L ft
V ft/sec x 60 sec/min
where V, velocity is a function of the slope of the subject property, S;
S = (47.55 - 46.80.)feet = 0.0091; (46.80 - 41.66) = 0.0485
. 82 feet 106 feet i
V, velocity of overland flow across existing lawns & conc. use
log vs. log figure, page 16, Sno. Co. Denage Ord.
V = 0.5 fps; 4.6 fps
Tc = 10 min. + 82 feet . + 106 feet
0.5 fps x 60 sec/min 4.6 fps x 60 sec/min
1
C
Tc = 10 min. + 2.73 min. + 0.38 13.11 min.
Q=ClloA; where; from the rainfall chart Sno. Co. Denage Ord, page 25,
ho = 1.65, when Tc = 13.11 min
where C(combined); when C(impervious area) = 0.90
C(pervious area) 0. 15
(0:1170 ac. xO.90) + (0.2629 ac xO.15) 0.38098
Q fC' ho A
0.38098 x 1.65 x 0.3799 ac.
0.2388 cfs existing runoff (allowable runoff)
I
Developed Site Conditions
Impervious Surfaces(i.e. roofs, driveways, walks, porches, etc.)
11,080-.-57 sq. ft. or 0.25437 ac'.
Pervious Surfaces
16,549.00 sq. ft. - 11,080.57,sq. ft. = 5,468.43 sq. ft. or 0.12554 ac.
Future runoff coefficient for the developed site
(0.25437 ac. x o.96) + (0.12554 ac x 0.1.5) 0.65218
0.3799
Whe bypassin� Dbrtion of the site from the etention facility do the, following:
'���dute inclUded�at back of report)
(Bypa
0.2388 - A where A -- 4 0 9 sq. ft. or 0.0927 ac.
Qadlusted Qexisting - Qbyp'ass b Cb
Cb = 0.65218
Qadjuited = 0. 2388 - (0.0927 X 0. 65218) = 0. 17833 cfs
Q0 allowable runoff adiusted--
acreage x future runoff coefficient
W A-S
017833- 0.71975 cfs r) 0
I - j (;A
Ij
.0.3799 acres x 0.65218 11�
k-1 . C" C.,
4
2
LI
Detention Requirements
Using the 25 year design storm for detention we obtain:
T 25 + 5-706 25 + r�2�7?06� 25 + 61;316 36-.3-1-6
—QO V 0-. .7-1 - 9 7 5
Vs=.4329T 40QoT=2-;563.-96-11045.54=1,51-8.42
T + 2 5
Ly
VT Vs x acres x future runoff coeff.
1,51,8.42 x 0.3799 x 0.65218 = 376-.21 cu. ft. J
376.21 cu. ft., required on -site detention with bypass
Sizing the Underground Detention Pipe
Constraints for sizing the detention pipe include the'elevations of the yard drains,
downspout ties, parking areas, and the storm drain invert located in 3rd Avenue N.,
which is - 3 feet below the curb at the center of the subject properties. A 24" pipe
will be used to detain runoff volumes. This pipe would be 120" long.
Checking detention provided
120' x 3.1416 cu. ft./ft. = 376.99-cu. ft. in pipe
2.6' x 12.57 cu. ft./ft. = 32.68 cu. ft. in restrictor catch basin
2.0' x 5.77 cu. ft./ft. = 11.54 cu. ft. in Type 1 - L catch basin
421.21 cu. ft. total detention provided in excess of req'd.
i
Check Overflow
100 year storms from the developed site are dependent upon the new Tc:
The new time of concentration after development is as follows:
The longest run starts at the Southeast comer of the proposed building. Runoff
from the roof itself takes approx. 2 seconds then mustflow along 34' of rain gutter
sloped at 1 % at a velocity of 2 fps, then through 44'of underground 6" pipe with a
slope of 1 % and a velocity of 1.83 fps, then through 40'of 6" pipe with a slope of
1 % at 2.08 fps to the catch basin at north end of the parking lot, then through 40' of
6" pipe sloped at 1 % at a velocity of 3.17 fps to the upper end of the detention
system, then through 120'of 24" detention pipe sloped at 0.5% with a velocity of
3
1.61 fps, then through 60'of 8" pipe sloped at 1 % at a velocity 3.4 fps to the catch
basin behind the. sidewalk.
Tc = 10 + 34' + 44 + 40 + 40 + 120 + 60
2(60) 1.83(60) �.08(60) 3.17(60) 1.61(60) 3.40(60)
= 12.75 min
With the developed Tc at 12.75 min. the rainfall intensity would be 2.60 in/hr:
Qioo = C I A where C = 0.65218 -
hoo = 2.60
A = 0.2872
Qloo = 0.65218 X 2.60 x 0.2872
0.487 cfs
An eight inch riser can easily handle 1.0 cfs, therefore 0.487 cfs is safe.,
Orifice si"n
The orifice will be sized to release the existing runoff amount minus the amount of flow
bypassed, the adjusted release rate:
Oadj,,t,d= 0.2388 (0.092-7 x 0.65218) 0. 1 7833-cfs
With the head on this orifice at 2.60 feet the orifice size is 2.01877" or 2.0"
1 -7
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72 J,�,J.
Retention/detention facility design is often more complicated
than the previous example because of variable field conditions
and topography. The following two examples are meant to
illustrate the Yrjanainen & Warren method as applied to
commonly encountered conditions:
Determine required storage for a development that has
off -site drainage entering it and on -site drainage
bypassing the detention facility.
DRAIMG6
8041AI0.4,eK
Dk%e1_0PRCX1r 6011AIMkY
Ao = Area off -site contributing drainage to the development
AR = Area of dev ' elopment with detained drainage
AB = Area of development with drainage bypassing detention.
NOTE: It is assumed for this example that the area leaving
the development unrestricted (AB) is small relative to
the total developed area and that it is within the same
drainage basin and re-enters the natural drainage
system within a reasonable distance downstream from
the controlled outlet. Also, the downstream drainage
system must be adequate to accept the increased peak
runoff from the bypass area and a release of damages
may be required.
Based on these assumptions, the size of the control
outlet can be reduced accordingly to compensate for
the restricted flow. Unless all of these assumptions
are met, separate detention or retention would be
required for area AB-
(A) -The detention volume is based only on the increased
flow generated from the site after development:
VT = VSARCR (Future)
QAllowable must be adjusted for bypassing drainage
in order to increase required storage:
QAdjusted =,QExisting(l I ) - QBypass
Whe re QExisting (1) = [A RC R (Exist) + A BCB (Exist)] i;
and QBypass = ABCB (Future) i
Both Q's are for the same storm ("i" found from Tc(R))
QO.= QAdjusted/ARCR (Future)
The Standard Y & W method is then used with this Qo
(and VT = VSARCR) to complete the volume
calculations.
(B) The required outlet size takes into account the off -site
and on -site drainage and is then'reduced to compensate
for the bypassing area(s):
QAllowable = QExisting(2) - QBypass
Where QExisting(2) =[ARCR (Exist) + ABCB(Exist) + AOCO(Exist i
(This intensity (','ill is found from Tc(o))
and QBypass = ABCB(Future) i ("i" found from Tc(R))
QAllowable is then related to the outlet structure
to determine the required size.
i.e. For an Orifice: QAllowable = 0.62 a V-2gh
For a weir: QAllowable = CLH-3/2
etc.
I
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- -,� 71r;
The 0y of Edmonds Side Sewer Drawing EASEMENT NO . ............................................
NEW CONSTRUCTION REPAIRS F� LID NO . ........... ------ - ASMT. NO . ..................
OWNER .... 01P� ....... jG��79��Alpl . . ................................................... CONTRACTOR ... 7;� ........................................ PERMIT NO . ....................
JOB ADDRESS ------ ......... ......... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
..................................................................................................................................................
NAMEOF ADDITION .............................................. ........................................................................
I
7 -ZS
Pjqe
�4; I-& I
4' DORP 40 scwe--1 Ot C" floo.
0 % v,) LuA-s Fc) v- 2.7. s + ZVI -b a�o A...4 -s
-2 -R
.� -0 A ot
Approved:
-4--
PWW-0001-11/75 (REV.11/78) DATE . ............................................ By ............................................................
The Of of Edmonds Side Sewer Drawing
ty EASEMENT NO . ............................................
lDeoko k is �\eAj
NEW CONSTRUCTION E] REPAIRS F� LID NO_. --- ........... . ASMT. NO . ..................
OWNER.... 0.be� .......... G ... e ... 0 ... ................................................... CONTRACTOR ... .................. ..................... PERMIT NO . ....................
JOB ADDRESS ...... ....... ....... A��& --- 4;0 LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
.. Q..tf�
......................... .......................................... I ....................................................................................
NAMEOF ADDITION ...................... ................................................................................................
I
7--LI
k; 1-6
j
4' 1) 0QP 40 'bVce' Ot t'kP f'%o
_�>-az
00Z, L10-k-& F-01.- 17.6 + I'Ll l6aO AJ-t &
Aot S
Approved:
-4--
PWW-0001-11/75 (REV.11/78) DATE ............................................ By ............................................................
0 STREET FILE
a, VV�
APR 2 1 1994
PERMIT COUNTER
NOTIFICATION OF LOT AGGREGATION
RECORDED
*94 FEB -3 P12:22
808 TERVviLLIGER AUDITOR
WHEREAS, the undersigned own the following JV8RBW"LwrYCxv�'.
A, B and C, legal.)y described as follows:
PARCEL A
All. that portion of the Southeast quarter of the
Southeast 44uarter of Section 23, Township 27
North, Range 3 East, W.M., described as follows:
beginning at a poinL 240 feet South of the
Southeast corner of Dayton and Third Streets in
the City of Edmonds, Washington; thence.,, East 120
'120
feet; thence South 40 feet; thence West feet;
thence North 40 feet to the point -of beginning.
Situate in the County of Snohomish, State of
Washington. SUBJECT TO easements, restrictions
and reservations now of record.
PARCEL B
All that portion of the Sou'theast quarter of the
Southeast quarter of Section 23, Township 27
North, Range-, 3 East, W.M., described as follows:
Beginning at a point 280 feet South of the
Southeast corner of Third and Dayton Streets in
the City of Edmonds; thence East 133.5 feet, more
or less, to that certain tract of land conveyed to
Robert . Dority under Auditorl.s File No. 881187,
records of Snohomish County, - Washington; thence
South along. the Westerly margin of said tract
54.00 feet; thence West 133.5 feet, more or less,
to the Easterly boundary of Third Street.; thence
North 54.00 feet to the true point of beginning.
Situate in the County of Snohomish" State of
Washington.
PARCEL C
The South 94 feet of the following described tract:
Beginning 120-feet South and 120 feet West from the
Southwest corner of Dayton and Fourth Streets;
thence West 42 feet; thence South 214 feet.more or
less; thence East 42 feet; thence North to the
point of beginning; less the West 13.5 feet of the
South 54 feet thereof.
vai. 2 8 6 5 pAoF I
L 6 18
WHEREAS, the owners of said parcels have applied for a
building permit to erect a structure across the internal lot lines
between said parcels, violating required sideyard setbacks
established by City ordinance; and
WHEREAS, the owners desire to aggregate said parcels into one
building lot in order to remove sideyard setbacks and receive a.
building permit;
NOW, THEREFORE the undersigned property owners, as the
owners of the above described Parcels A, B and C do hereby aggre-
gate said parcels into a single building parcel. This notifica-
tion is being recorded in order to confirm the aggregation so
that a building permit may be issued by the City of Edmonds to
construct a building actoss said lot lines, without the imposition
or requirement of normal setbacks along the common border of the
parcels. The City will apply setbacks to the newly aggregated lot
only along the perimeter of the newly aggregated lot in accordance
with current� ordinance. By this notification, the owners bind
themselves, their successor s, heirs and assig ns to treat . Parcels
A, B and C as one lot and to commit to resubdivision of the I0111--s
.in accordance with provisions of law and ordinance prior to any
future sale of less than the entire newly created parcel.
DONE this -511 day of 19
PRQPB'ATY OWWRS:
IRJA/GROSET
9402 03 0-3 VOL. 2 8 6 5 PAGE 16 A"- 9
Af
STATE OF WASHINGTON
County of Snohomish
On this day personally appeared before me OLA GROSET, to me
known to be the individual described in and who executed the
foregoing instrument, and acknowledged that he signed and sealed
the same as his free and voluntary act and deed, for the uses and
purposes therein mentioned.
GIVEN under my
00
STATE OF WASHINGTON
County of Snohomish
hand a_nd official seal this ZZ day of
.19
ss.
c'
NOT,"Y PUBL.TC in for the of
WaAington, resip,11613 at
my appointment expires: __ZZE _Z-2 z
On this day personally appeared before me IRJA GROSET, to me
known to be the individual described in and who executed the
foregoing instrument, and acknowledged that she signed and sealed
the same as -her free and voluntary act and deed, for the uses and
purposes therein mentioned. Ic-r-
I EN under
pt I
L
0
WA
my Jaar)d, and off icial seal this day of
19
Ck�
N6T, LIC in and for the State of
0 LIC
W
.W 'Ington, residing at I-r- <�Iecje /I
"i po to t ' r " V
7appointment expires: -7-7--7
00
V'OL. 2 8 16 40
w ""402 03 0 3 3 0
E
STREET USE P Ll AT
NAME OFAPPLICANT: n4 $4 C.. re— e) 4,
i
NAME OF BUSINFS�;41.�_.
MAILING ADDRESS:_Ck t- 'q&-6Z_c1
"-�C _PERSOWAND PHONE NUMBER:
ONTACT-'.. 1B
ADDRtSS OF PUBLIC USE:
Describe the public place or portion of public space to be utilized:
Attach a plot plan.
Specify the type of use
desired: tx%%.;A UJ
Specify the length of time for use k —a— 4b. lk�' %'q S. -
MOTE: The issuance of this permit is understood by the applicant to be of a temporary nature and that
no vested right is granted
11�DEAINJTY: The applicant understands and by hislher signature to this application, agrees to hold the
<-. City ofEdnionds harmlessfroin any injuries, -damages or claims ofany kind or description whatsoever,
-foreseen or unforeseen, that may be made against the applicant or the City ofEdwonds, or any of its
departments or employees, including but not limited to the defense or any legal Proceedings including
defense costs, court costs, and attorneyfees by reason ofgranting this permit. In addition, the
application understands that the City shall be provided a Certificate ofInsurance to indemnity and hold
harmless the City of Edinondsfrom all claims andlor property damage, and naming the City of Edmonds
as an additional insured
CODE APPLIC4 TION: By signing the application below the applicant warrants that s1he has read or
had the opportunity to,read Chapter 18 of the Edmonds Community Development Code and s1he
understands that all terms of the adopted ordinance are incorporated herein as ifsetforth in full and this
application andpermits therefore are subje e terms of that Chapter.
SIGNATURE =_ DATE
SIGNATURE, OF APPROVAL FROM ABUTTING PROPERTY OWNERS
When applicable, if the st!�;05u�q�p�o
y7p!4ifq�t!y impacq,.jny,.pdjacent business or private property
owner the applicant must - obtain written approval from the affect�d_pparties. This requirement is evaluated.
by City Staff �%"the�tiNfi Js b 5tal f �r
PliGatw
A
t_3 i> S
0 le I J"s ig r_1 t;_J. 4a, Address ;227 _74 jotA
n'ature':J--"
fddress
Signature Address
3r*
_3i
0 i
1 DO NOT WRITE BELOW THIS LINE ... FOR CITY USE ONLY
Planning Division Review: ADB# J� TO �5u4alpc
IR". - — A
Approved'By Date ff
Public Works Review: Approved B .4 Y471--yJ?4._Date
Ate
Firie�be�ir�e'_nt Review: Approved B 31to-la'�
Police Department Review: Approve Date
Permit Coordinator Review: �ertificate of Insufance Verified
�kS
Engineering* Division Review: Bond Required A)),4 unt.$
Amol
Approved B Dated
Pamnrtre r%r
PERMIT OF ISSUANCE_!y
RELEASED BY RECEIPT#_
Ir
03/1 0/1995 11:03 '206-487-0605 FARMERS INS PAGE 03
Ask
FARMERS INSURANCE GROUP OF COMPANIES
REQUEST TO ADD ADDITIONAL INSURED
POLICY NUM13ER: 7 �-R . 0110-QZ-61 EFFECTIVE DATE:
NAME OF ADDITIONAL INSURED r1_-ty__m Enwourus.
MAILING
AC)DRESR.' q+-[, A_s
Ecmonds, WA 550ZO
RELATIONSHIP OF ADDITIONAL INSURED TO INSURED (landlord, lessor, contractor, etc.):
cauxegarnEl
*All of the above inforrmaVon is necessary to issue the proper additional insured endorsement. If
o,ur Insured is doing work for"the additional insured, confirm: and expl Biin -the yNork being
porformed.
The Additional Insured endorsement has been applied for and is continuous ai
Issuance of the endorsement. Coverage is subject to the terms and condition
as issued by the C�bmpsny.
Countersigned:
by:
Witnormed Rep
I
d In -force pending
of the p fic0es)
I
03/10/1995 11:03 206-40-0605 FARMERS INS PAGE 02
COMMEACIAL CERTIFICATE OF INSURANCE
.
AGENCY
M YHR INSURANCE AGENCY
Mar. 9, 19951
Name
& 18702 North Crook Pkwy.
#204 TNs cufflege is issued as a mafler oi into-rmat
n onlyand confens no Nghts
ddress Bothell, WA 98011
upon the CeOCate holder, This cer(ificate does
ot amend, extend of alter the
comage alforded by the polides slTuwn Wov,
COMPAHM PRO
MID= COVERAft
ST, ;cm DIST. -M— AGENT 344—.
WARY
A MCK INSURANC
EXCHANGE
NWRED
FARMERS INSURANCE
EXCHANGE
Noe
& OLA GROSET.
MID-CENTURY INSIIRANCE
COMPANY
AddressOBA GROSET CONSTRUCTION
931 12th Ave N
.
MWAw
Edmandat WA saa22
THIS IS TO CERM TT THE POU SA ELOW HAVE KM ISSLIED TO THF INSILM QUED ABOVE FOR THE POILICY PFRI
OF IN
ANY REUREMMT, RM
S
M NWATM; NOTWITMANDING
NEI% FANYT
NThffig
OR CON I N 0 R OTHER
DOCUMENT WITH RESPECT To WHICH THIS CR71PCATE MAY BE ISSUED
OR MY PERTAIN. THE INSURANCE
AFFORDED BY THE POUCIES DESCRIBED IiFREN 13 SUBJECT TO ALL THE TERMS, EXCLUSONS AND CONDMON$ OF SUCH POUCIES. UMIT5 1,
MOWN MAY HAVE BEEN REDUCED
BY PAID CLAIMS,
0.
71.
TYPE OF 101RANCE
PKV KMER
ML05"M
DATE (Idmn"
POLICY VMTION
BATS fMM1MryY)
POM LIMITS
C
�UIARM
79-sc3lao-07-61
a/17)'94
a/ j -7,f qZ
AGCAMAT6
se'000,000
COMMERCIAL G99M LIABILITY
I
PRODUCTS-COMPIOF
i
OCOURFUCE WMN
ACG9CA1j
$2F000,000
CONFAM - INCID6NTAL ONLY
PERSONAL &
OWNERS & CONTRACTORS PROT
AOVERTWO &IUM
EACH OCCURRDa
$
RK DAMAGE (Any (me
Rro
MEDICAL DPM
(Any = mm)
5, 00c)
COMBINED
W� uAlm
UaE M
$
ALL OWFU COM&4%K AUTOS
BODILY I
50010 41TOS
(PER �ERVY
$
HMO AUTOS
900ILY INJURY
NON4hVW AUTOS
(PER M=K
GARAW
PMRTY DAMAGE
$
$
IIIIIIIIIIIIIAL111
LIMIT
$
cow==
$TATUM
AN
EACH ACcwIT
$
saw"M
DWSE-EACH EN
LOYIT
$
UUM
xw-pw U
MT
$
SMIN OF WMI W! M IIIIIIIIIIAM ITIM
CUMCAR 1111011.11111111111111
Name
SHOULD ANY OF Tit ABOVE DESMIBED POLICIES BE CANCELLED
BUM
EME N�MTIM DATE THERETIF
City airr edmonns.
T"t COMPAWWU 19110MOR TO MAIL 30 DAYS WRITTI
NAMED TO 1HE LFP. ffiff FAURE TO MAIL SUCH NOTICE DIALL
N NOTICE I CEUMTEHOLOO
Building Civision
ANY OX MN ME COIMPANY. ITS AGENTS OR REPRESBTATM
MIME NO (IgUrATION OA UwUry OF
5
Address
250 Sth Ave N
Edmonds, WA 98020
AUIMM AfPRZWA rff
I If
00 -mQO iinni
031
C.
F1
T.7-7
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-------------
--
'T
rh
A'.10� U�Iy bONIIMI"IVM RLDO FOh O.tal lal 101 '11;k Pavi.0do
OLA G Drawnt J-0.
WARREN LAFON ROW'. Chocked:
—0 t!DMONDS WA
Job rio.1
890 - 199-
City: of Edmon&
STREET FILE
RIGHT-OF-WAY CONSTRUCTION
PERMIT
Permit Number..
Issue Date:
A. Address or. Vicinity of Construction: - 229 3 Ay S #A #302 #301 (9515380)
B. Type of Work(be specific): Ins W1 Serv:Lce
C. Contractor: -Washington Natural Gas Contact: Frank Swfm
Mailing Addre*ss:; 1122 75 Si SW Everett Phone: 447-3284
State License#: 98203
Liability Insurance: Bond: $
D. Building Permit # (if applicable):, Side Sewer Permit # (if applicable):
E. E] Commercial E] Subdivi'sion El City Project W Utility (PUD, GTE, WNG, CABLE, WATER)
E] Multi -Family [:] Single Family Other
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut: ER Yes ONo G. Size of Cut: Ix H. Chargq�,$
'-w cut
APPLICANT TO READ AND I GN
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold1he 'ty ofEdrnondg harmless b
h ges'a
ni�ulelagalnst the City ofEdmonds, or YOf 8depdryl
claims of any kind or description whatsoever, foreseen or unforeseen, that may be 5!:%,nflrles'i�'t' mtZnts or
employees, including or not limited to the defense ofany legalproceedings including defense costs, and attorney fees by reason ofgranting thispermit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP: AND MATERlAJQOR1PPPR1OD OF ONE YEAR FOLLJW6N�&E FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH
IS COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
Cons�uction drawing of proposed work required'with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times. V-v it
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Enjineer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
Ihave read the above statements and understand thepermit requirements and thepink copy of thepermit will be
available on site a�t �alleg fo rpo . ses.
Signature: ��w - Date: 5-5-95
(Contractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVE D BY:
TIME AUTHORIZED: VOID AFTER DAYS
SPECIAL CONDITIONS: ___V A.
COMMENTS:
412 Ind
RIGHT OF WAY DEPOSIT
DISRUPTION FEE/FUND 111:
RESTORATION FEE:
PERMIT FEE -
TOTAL FEE:
RECEIPT FEE:
DATE: ISSUED BY:
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Eng. Div. 1994
FIELD INSPECTION NOTES
Comments:
I Diagram.:
(Fund 111 - Route copy to Street Dept.)
CONTRACTOR CALLED FOR INSPECTION El YES El NO
Parfi.al Work Inspection by P.W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
Washl
Nat ral Ges'
A WrIm)(1hyl [,)kn(yy (.�,j N's Vy
M
Watermain depth IH"
4-- gas main
Addendum to: City of Edmonds
Right of Way
Permit Application
Submitted by: Mariamne Kingsbury
Engineering Aide
Washington Natural Gas
1356-7500 X7596
I C-4--) 7-
-JO& q5lds---mao
Key:
_W- Water
-G- Gas
-SS- Sewer
-& Water hydrant
0 Water valve
Washington Naltiral Gas Cony.my
1122 751h Street S.W.. h-crell. Washiiigimi 98203. (206) 355-3331
The City of Edmonds Water Service Drawing EASEMENT NO. — ................... .....................
NEW CONSTRUCTION REPAIRS [3 LID NO . .................. ASMT. NO - ---------
OWNER .... ...... ..... PERMIT NO.()AP,55lG
...... CON. ... ............. ..... CONTRACTOR ......... ..................... ...... ..
JOB ADDRESS .... 2.2-9 .......... 3.Ro ... ........ ....... -- LEGAL DESCRIPTION: LOT NO . ....... ................. ............ BLOCK NO . ....................................
I LK
4OL-ID S/V SERV% CA-- S
0 M F— S (2).
Approved:
,,W—, NOR-F-4A OW
Ito VAS
-VF
2."Y. 1 -rr-F- / *
C-OPPe.R
2:ta�0,0 ps.t. Datscat-Im pe-
PWW-000 1 - 11175 (R EV, 11/78) DATE By .... ft'
pig-w- ...................
CITY OF EDMONDS
9 0 1 9
Address of Construction:
SIDE SEWER PERMIT
Property Legal Description (Include all easements):
EDMONDS
-3,;? 76,3 —51 ]TREATMENT P1
Owner and/or Contractor: C,
State License No. LIU A) 8 Building Permit No.
PERMIT N -0 8632
�F
C
OCT
PuBur, WORKS DEPI
El Single Family Invasion into City Right -of -Way: Z-No El Yes
2'-M`uIti-FamiIy (No. of Units RW Construction Permit No.
0 Commercial Cross other Private Property: 2"No 0 Yes
El Public Attach legal description and copy of recorded easement
'-I- certify th,�t/r have read and shall comply with all city requirements
as indicated on the back of the Permit Card.
/0
Date
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
OFFICE USE ONLY
FOR INSPECTION CALL 771-302,: PUBLIC WORKS DEPT.
3c). 01RAO'
Permit Fee: — Issued By -,J0 L 001-IOJ
Trunk Charge: (-72 5'0 - Date Issued:
Assessment Fee: Receipt No.:
Lid No.:— Z�t
Partial Inspection:
Date -Initial
Comments
Reason Rejected: Date —Initial
Final Inspection Approved: Date/A--ULI�—Initialeo,74
** PERMIT MUST BE POSTED ON JOB SITE **
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Rev,sed 3,190
Ll
The City of Edmonds
Side Sewer Drawing
a,
EASEMENT NO . ............................................
NEW CONSTRUCTION REPAIRS F-1 LID NO . .................. IASMT. NO . ........ .........
OWNER................................................................................................ CONTRACTOR ... ................................................... ............................ PERMIT No.
JOB ADDRESS ..... Z;�.9 .. . ..... ?). V ..... 77-...� ........................ LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO - ------------------------------------
PWW-0001-11/75 (REV.11/78)
3 R I-) (� u a
no
NAMEOF ADDITION ............................................................. . .. .................. I ..................
. ...............
IN
P�v -
""Q C- -T IFY-L TO Suirc--ALc,
ST - Vv,�, v- -7
E
T
,ftk"�,-V3 D\Lo,�05
Approved:
DATE ...... By
--ANNNF— C)
9,0 - 19
,CITY OF EDMONDS LAURA M. HALL
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (266) 771-0220 - FAX (206) 771-0'221 MAYOR
COMMUNITY SERVICES DEPA RTMENT
Public Works e Planning * Parks and Recreation * Engineering
Faxed 12/7/94
Mailed Orig 12/7/94
December 7, 1994
Ms. Brenda Keefe, Title Officer
Stewart Title Co. of Sno. Co.
3224 Wetmore Ave.
Everett, WA 98201
Subject: Title report for 01a Groset (Order No. SN067929) at 229 3rd Ave. S.
Dear Ms. Keefe:
The latecomers agreement for waterlines installed in 4th Ave. S. does not affect
any of the parcels referenced in the subject ALT.A. commitment because Mr.
Groset utilized the existing water main in 3rd Ave. S. to provide service to his
property. The attached map has been highlight ed to show the areas which were
erroneously included.
Your cooperation in rectifying this error is apprectiated. If there are any
questions, �do not hesitate to contact me at 77,1-0220.
Sincerely,
?ordon C. Hyde
Engineering Coordinator
encl.
cc: Ola Groset
— . J CQ */" �
W&ker
OLATITL.DOC
Incorporated August 11, 1890
Sister Cities International — Hekinan, Japan
I NU i IFICATION
TO: MAYOR 0
OTHER:
.......
"all
a,
crry
SEWAGE
OF
8 1
01U.11.11NN"
MMUZZ.1
11-11"M021
TREATMENT
EDMONDS
PLANT
muilum
wassonspol
.4-095
In LMPA fla,
Nitimin:
assommumal
.11! an I
.1
...
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a a
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:OWNER
a
a
31091
in"
'Now
a
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[mamboM:
4-ioo
—
— — — — — — — — — — -
4-101
J03
q —10Z
V I U I W
I � — W-0 I (
CITY CLERK
CIVIC CENTER
EDMONDS, WA .98020
DECLARATION OF RESTRICTIVE COVENANT
WHEREAS, 01a Groset and Irja M. Groset
are the owners of the following described real estate in the City of Edmonds, to wit:
SEE ATTACHED;
R- F V C- c)
JAN 2 4
I
PE-RMIT fo-C)UN TIER
WHEREAS, the above named owners are desirous of miiposuig a restrictive covenant upon said
premises in compliance with Section 19.00.040 of the Edmonds Community Development Code.
WITNESSETH. that for and in consideration of the premises, the above named owners do
hereby declare and grant to the City of Edmonds as Grantee the following restrictive covenant, to -wit:
That at the, time of the execution of this Covenant the Grantors have agreed or the
Ordinance of the City of Edmonds provide that no, building for multiple fwnily housing may be
erected on subject property containing more than 10 units.
Said Covenant shall be binding upon all present and future owners of said real estate and their heirs,
successors and assigns. . . I
DATED thisl�
y _qq
G ra n�to r C-
GrantW
STATE OF WASHINGTON)
ss-
COUNTY OF SNOROAHSH)
On this day pe nally appeared before me �nd
12-0 to me known to be the individuals described in and who
exe&ted within the foregoing instrument, and acknowledged that they signed the same as their free and
voluntary act and deed, for the uses and purposes therein mentioned.
VOL. 2898PAGE1734
CDCD k6l
x-
u)::.r
-x-
r
7<
:7, C=)
PARCEL A
ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER
OF SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. DESCRIBED AS
FOLLOWS: BEGINNING AT A POINT 240 FEET SOUTH OF THE SOUTHEAST
CORNER OF DAYTON AND TH ' IRD STREETS IN THE CITY OF EDMONDS, WASHINGTON;
THENCE 120 FEET; THENCE SOUTH 40 FEET; THENCEMEST 120 FEET; THENCE
NORTH 40 FEET TO THE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS NOW OF RECORD.
PARCEL 8
ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER
OF SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS
FOLLOWS: BEGINNING AT A POINT 280 FEET SOUTH OF THE SOUTHEAST
CORNER OF THIRD AND DAYTON STREETS ON THE CITY OF EDMONDS, THENCE.
EAST 133.5 FEET, MORE OR LESS. TO THAT CERTAIN TRACT OF LAND
CONVEYED TO ROBERT DORITY UNDER.AUDITOR'S FILE NO. 881187, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON; THENCE SOUTH ALONG THE WESTERLY
MARGIN OF SAID TRACT 54.00 FEET; THENCE WEST 133.5 FEET, MORE OR
LESS, TO THE EASTERLY BOUNDARY OF THIRD STREET; THENCE NORTH 54.00
FEET TO THE TRUE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL C
THE SOUTH 94 FEET OF THE FOLLOWING DESCRIBED TRACT: BEGINNING 120
FEET SOUTH AND 120 FEET WEST FROM THE SOUTHWEST CORNER OF DAYTON
AND FOURTH STREETS; THENCE WEST 42 FEET; THENCE SOUTH /214 FEET
MORE OR LESS; THENCE EAST 42 FEET; THENCE NORTH TO THE POINT
OF BEGINNING; LESS THE WEST 13.5 FEET OF THE SOUTH 54 FEET THEREOF.
`h40413041'
VOL. 2898PAGE1735
John W. Mellor, P.E.
Mr. Gordon C. Hyde
City of'Edmonds
Engineering Department
250 5th Avenue North
Edmonds, WA 98020
RE: 10 Unit Condominium - Ola Groset
Dear Mr. Hyde:
We would like to apply for a waiver to allow the location of a 24" detention pipe
within 6.5'of the subject building. This location is as we discussed earlier, and will
not in my judgment present any problems with regard to construction oroperation
and maintenance of the subject detention.system.
Your consideration in this matter is appreciated.
Sincerely,
John W. Mellor, P.E.
5�1�w r/
STREET FILE'r,
P.O. Box 784 Edmonds, Washington 98020 Phone/FAX (206) 771-9155
—�OJECT REVIEW CHECKLIST'
14
PROJECT NAME: G, PLAN CHECK #:
PROJ ECT ADDRESS: RECEIPTDATE:
1EVVED BY: t1nmaliume)
PLAN. WATER
COMMENTS
FIRE
BLDG. SEWER
STREE7
ENG.
Setbacks/Vanance/Setback Adjustment
Conditional Use Permit
2_
ADB Requirements
3
............
Other Zoning Requirements
4
Underground Wiring Required
- - - - - - - - - - --------- --- --- --
5..
Lot Slope 15%
....... . . . . . . X N.
.6
.7.
SEPA Environmental Checklist/Hydraulics Permit
Tree Cutting Plan
. . . . . . . . . . . . ..............
.6
Plat/Subdivision Requirements
. . . . . . . . . . . . . . . . . .
9
Legal Description Verification
Quit Claim/Street Dedications
- - - - - - - - - - - ------ - - - - - -
............
... .. .
Easements - Public/Private
. . . . . . . . . . .
.. ........
--- - - - ----- -- -- - - -- -- ----
12
Engineering Storm Drain Review Fee
...... . . . . . . . . .
Engineering 2.2 Inspection Fee
Drainage Plan (On -Site)
. . . . . . . . ...... . . . . . .
- - - - - - ------------
Setback - Top of Bank, Stream, Water Courses
Setback - Storm Drain Line
Open Ditch - Existing
-A711 If
Culven Required
Culvert Size
Shoulder Drainage/Shale Open Runoff
��;, . . . . . . . . . . . .
gg
-------
21
Catch Basin Required
Im—, MINIM
Driveway Slope& Vehicle Access <�07-
.......
Sidewalk Required
Curb & Gutter Required
Curb Cut For Driveway Required e::�!
/7)
Street Paving Required
. . . . . . . . . . . . . . . . . . . . . . . .
Right -Of -Way Construction Permit Required IIZ5
-:2 8.
.... ..........
Street Name Sign Required
. ...........
29
Other Signing Required
Bond Required For Public I m prove mentrX9, IS25ZD
FEMA Map Check/Water Table
-----------------
Side Sewer Availability
Calculate Sewer Connedion Fee If No LID #
NX.
... . .......
Create Street File
- - - - - - - - - - - -
Existing Water Main Size
Water Meter Size io.= 2 "S, ze
----- ----- -----------
Service Line Size
Water Meter Charge Required geonsiv;zQ
Hydrant Required
. . . . . . . . . . . . . . . . . .
A
Hydrant Size Existing
Fire Line Charge Required - Sprinkler
[.-.42.
,Street Cut
.......
IMiscellaneous
Ac�.,
Reviewed By:
ENGINEERING PUBLIC WORKS
�Vp "
FIRE PLANNING
CITY CLERK ln-rn� 0,78TREFU FILE
CIVIC'CENTER
EDMONDS. WA 9802'0 Py 94041304-16,
DECLARATION OF RESTRICTIVE COVENANT
WHEREAS, 01a Groset and Irja M. Groset
are the owners of the following described real estate in the City of Edmonds., to wit:
SEE ATTACHED;
�— Itz' P.
R- F:;' ,--; V
J A N 2, 4
PERMI'T
WHEREAS, the above named owners are desirous of imposing a restrictive covenant upon said
premises in compliance with Section 19.00.040 of the Edmonds Community Development Code. .
WITNESSETH- that for and in consideration of the premises, the above named owners do
hereby declare and grant to the City of Edmonds as Grantee the following restrictive covenant� to -wit: -4"*
Ld C-!
>
That at the time of the.execution of this Covenant the Grantors have agreed or the
Ordinance of the City of Edmonds provide that no building for multiple family housing may be W
erected on subject property containing more than 10 units. U C=
W Cl-
Said Covenant shall be binding*upon all present and future owners of said real estate and their heirs,
successors and assigns. . . I
STATE OF WASBINGTON)
ss.
COUNTY OF SNOHOMISM
DATED this'� y 9
y
C
Grantor
Granto
On this day perponally appeared before mec/)Ajlr'�� and
77
to me known to be the individuals described in and who
exe&ted within the foregoing instrument, and acknowledged that they signed the same as their free and
voluntary act and deed, for the uses and purposes therein mentioned.
GIVEN under my hand and official s�eal f
Notary Publi
Washington,
PARCEL A
ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER
OF SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. DESCRIBED AS
FOLLOWS: BEGINNING AT A POINT 240 FEET SOUTH OF THE SOUTHEAST
CORNER OF DAYTON AND THIRD STREETS IN THE CITY OF EDMONDS, WASHINGTON;
THENCE 120 FEET; THENCE SOUTH 40 FEET; THENCE WEST 120 FEET; THENCE
NORTH 40 FEET TO THE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS NOW OF RECORD.
PARCEL,B
ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER
OF SECTION 23, TOWNSHIP 27 NO * RTH, RANGE 3 EAST, W.M., DESCRIBED AS
FOLLOWS: BEGINNING AT A POINT 280 FEET SOUTH OF THE SOUTHEAST
.CORNER OF THIRD AND DAYTON STREETS ON THE CITY OF EDMONDS, THENCE
EAST 133-3 FEET. MORE OR LESS. TO THAT C'ERTAIN TRACT OF LAND
CONVEYED TO ROBERT DORITY'UNDER AUDITOR'S FILE NO.-881187, RECORDS
OF SNOHOMISH COUNTY? WASHINGTON; THENCE SOUTH ALONG THE WESTERLY
MARGIN OF SAID TRACT 54.00 FEET; THENCE WEST W.5 FEET, MORE OR
LESS, TO THE EASTERLY BOUNDARY OF THIRD STREET; THENCE NORTH 54.00
FEET TO THE TRUE POINT OF BEGINNING.
SITUATE IN THE.COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL C
THE SOUTH 94 FEET OF THE FOLLOWING DESCRIBED TRACT:. BEGINNING 120
FEET SOUTH AND 120 FEET WEST FROM THE SOUTHWEST CORNER OF DAYTON
AND FOURTH STREETS; THENCE WEST 42 FEET; THENCE.SOUTH '214 FEET
MORE OR LESS;. THENCE EAST 42 FEET; THENCE NORTH TO THE POINT
OF BEGINNING; LESS THE WEST 13.5 FEET OF THE SOUTH 54 FEET THEREOF.
0
Critical Areas Checklist
Site Information
STREET FIL
Project Name: oll ol" 6pe�2�it Number. zF7Z7&1 `00 07
Site Location. lye-6 Property Tax Account Number e;L 1,p, -7 o;�, -4-
0 4 - c)a r-
ximate Site Size (acres or square feet):
Appro
Have you filled out a Critical Areas Checklist for a project on this site before? CD
General Site Conditions
1. Has the site been cleared or logged? Mcp Date of most recent action:
Soils / Topography
2. In the Snohomish County Soil Survey, what is the mapped soil type(s)?
3. Describe the general site topography. Check all that apply-
XFlat less than 5 feet elevation change over entire site.
Rollinw. slopes on site generdly less than 15% (a vertical rise of 10 feet over aRe Cc, VZO
horizontal distance of 66 feet) JAN 1 1 1994
—Hilly. slopes presetit on site of more. thaii, 15% and less than 30%o ( a vertical
of 10 feet of horizontal distance.) $5-MIT COUIVreR
—Steep: grades of greater than 30*/* present on site.
Comments
Hydrology/Vegetation
4. Site contains areas of year-round standing water. CD
5. Site contains areas of seasonal standing water. NCO —Approx. Depth:
6. Site is in the floodway floodplain of a water course.'
7. Site contains a creqk or an area where water flow across the grounds.surface? � _0 flows
are year-round? ��lows are seasonal?
8. Site is primarily: forested meadow ;shrubs ;mixed
9- Obvious wetland is present on site:
Rey 3127/92
690-194-
City.of Edmonds
Critical Areas Checklist
ne Critical Meas ChwMist contained on
this form -is to be filled out by any person
preparing a Development Permit.
Application for the City of Edmonds prior
to his/her submittal of a developmentpermit
to the City.
The purpose of the Checklist is to enable
City;it�k to determine whether any potential
Critical Areas are or may be present on the
-su Ject property. no information needed. to
complete the Cheeldist should be easily
available from observations of the site or
data available at City Hall (Critical Areas
inventories, maps, or soil surveys). -
An applicant, or his/her representative, must
fin out the checIffist, sign and date it� and
submit it to the City. The City will review4
the choddis4 make a precursory site visit,
and malm a termination of the subsequent
steps necessary to complete a development
permit application-
Mrith a signed copy of this form, the
applicant should also submit a vicinity map
of the parcel with enough, detail that City
staff can f ind and identify the sabject
parcel(s). In addition, the;�pplicant is
encouraged to include any other pertinent
information or studies in conjunction with
this Checklist to assist staff in completing
their preliminary assessment of the site.
I have completed the attached Critical Area CheMist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
Name
Title
Street Address
City, State, ZIP Phone
Applicant Representative:
Name
Title
� ce;�:3 �_� 7-
Street Address
9E)C��_o -774-
City, State, ZIP Phone
Signature . .. Date
Signature ate
go
0 STREET FILE
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - 1206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works a Planning a Parks and Recreation o Engineering
February 1, 1994
John Mellor and Associates
606 Sater Lane
Edmonds, WA 98020
Dear John,
LAURA M. HALL
MAYOR
M-8-JA ;I_ 6 / C, y
J-1 m�l_
11 . U-M
The Engineering Division has completed initial review of the subject plans and has the
following comments:
• Storm drainage calculations need to be revised per enclosed red -lined markups.
• Provide ten foot minimum setback between storm drainage lines and building.
• Relocated detention pipe to enable entire site to contribute to detention; bypass is
not necessary.
• Provide grass lined swale for rear parking area.
• Provide detail of construction entrance.
• Provide sequence of construction.
Dimension parking lot and road access; twenty-four (24) foot minimum access with
curbs required for access to underground parking area.
Provide trench drain or other method to separate outside storm water (to flow to
storm drains) from inside storm water (to flow to sanitary sewer).
Provide parking configuration and dimensions.
Add note "Existing curb and gutter to be inspected by City Engineer. Remove and
replace as required." i
Existing sidewalk- needs to be removed. This is a zone that requires 7 to 10 foot
wide sidewalks.
0 Slope of vehicle approach to garage exceeds City standards. See note on plans.
When the necessary additions and revisions, have been made, return the enclosed red -
lined plans and calculations with four (4) sets of revised plans and revised calculations
for additional review.
MELLOR.DOC
Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
John Mellor and Associates
February 1, 1994
Page 2
If there are any questions, do not hesitate to contact me at 771-0220.
Sincerely,
?GOR OIN C. HYDE
Engineering Coordinator
GCH/sf
Enclosures
c: Sharon Nolan, Permit Coordinator
MELLOR.DOC
APPLICATION
for
The City of Edmonds SH)E SEWER PERlVHT EASEMENT No . ..........................................
NEW CONSTRUCTION E] REPAIRS 0
/0-1-0,360
OWNER...... Va .. A ..... A I chaaJ ............ ................................... CONTRACTOR .................................................................................................. PERMIT No . ......................
ADDRESS . ........................................... LEGAL DESCRIPTION: LOT No . ....................................... . ..... BDOCK No . ............................................
0
I*
40
NAMEOF ADDITION .............. ................................................... ......................................................................
JjAA q, / 9 V
DVa Tas4ad On Sawar
APproved:
DATE................................................ By ....... ..............................................................
..,_�tlfY.OF EDMONDS-. Permit No'..
COMMUNITY SERVICES DEPARTMENT 19
RIGHT-OF-WAY CONSTRUCTION PERMIT 'Issue Date
A. 9 Owner: Washington Natural Gas Company B. 0 Contrac I tor:,
Name
Nffle Mercer Street
Mailing Address 98111
-Seattle WA
City State Zip
Mailing Address
City State . . Zip
State License Number Telephone Number
C. 9 Address or Vicinity of Construction: . 225 3 Avenue South
Install New Service
Type of Work to be Done:
D. 0 Work in Connection With: XX Sub or Plat 11 Single Family - 0 City Projects
0 Commercial 0 Multifamily 0 Utility
E. 0 Pave ment Cut; 5aY 0 N F. 0 Size of Cut: 2 x 4 @ Gas (1)
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature to this application, agrees � to hold the City of Edmonds *
harmless from any injuries, damages, or cl ' aims of any kind or description whatsoever, forseen or unforseen, that may
be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense
of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting 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 by City forces, at which time a debit or credit will be
processed for issuance to the applicant.
• A 24 hour notice is required'for inspection; Please call Engineering: 771-3202
• Work is to be inspected during progress and at completion.
• Restoration to be in accordance with City Code.
• Street to be kept clean at all times.
• Traffic Control to be in accordance with City regulations.
• All street -cut. ditches must be patched with asphalt or City approved material prior to end of working day;
NO EXCEPTIONS.
I understand the above and that this permit must be available at the job site for inspection purposes at all times.
Signature: Date: April, 24, 1991
Owner or Contractor
This Permit Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
>, APPROVED BY: Evi PERMIT FEE�y �10,
Z Time Authorized: Void after - hA 4 Y I'S -VI—days. Restoration Fee:
0
W Special Conditions: 2 " A3 f KA t-7 LA TS Receipt No'..
V) - C (( Z -
4 C jtvs M C 0 Fund- 111 Fee:
Street Cut Dimensions: x
U RELEASED BY:\A Date INSPE*CTED BY Date
0
L." NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE
Frig. Div. March 1989
FIELD INSPECTION NOTES (Fund I I I Route copy to Street De t.)
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
N Eng. Div. July 1985
Addendum to:
-7 -7
//AUD lcyl-
City of Edmonds
Permit Application
Engineering A.i,-de:-:--Kerry-Walsh
Washington Natural Gas
622-6767 x 2588
A� PO CPeVT
VVATOP- MAIN VCR-Fr4
U" W..kzwkj
4- " CAS AAA4&,
KEY:
-ss- sanl'tary sewer
-s- storms
-w- water
0 water valve
USE
ZONE PERMIT
CITY OF EDMONDS 14UMBER 9 4 3.5.5 ro
CONSTRUCTION PERMIT APPLICATION jo,3 SUITE�APT
OWNER NAME NAME OF BUSINESS ADDRESS I'T <:7.
LEGAL DESCRIPTION CHECK SUBDIVISION NO LID NO
cr X
W MAILING ADDRESS
Z
0� PUBLIC RIGHT OF WAY PER OFFICIAL STREET AP. TESCP Approved 13
zip TELEPHONE NU�BER RW Permit R(
CITY EXISTING 4-10 R OUIRED-1-11-7 Street Us. p.!1q11Ulraia1'd
- 9�m q 9, 0 Z_ to -L4 PROPOSED (01 inspection Required
IN A M� Sidewalk Required \tr.
Lu
IZE PRV REOUIRED
METP LINE/
1 NO. OF FIXTURES
lu - 144 1 YE !A NO 0
W ADDRESS
REMARKS f=
7, 1,4 -A, W
CITY zip TELEPHONE NUMBER Ayj). u,
177V-0 Z
NAME A_�417(t4 --5:;.S w
cc ADDRESS ENGINEERING MEMO DATED REVJEWED BY
E NUMBER
cc CITY ZIP TELEPHON .
�- .I r-\ FIR MEM T RFVIFWEU BY w
Z rA�kA� 4; 910 7- 6 Z-14 M
in L 8
STATE LICENSE I NUMBER EXPIRATION DATE
SIGN AREA S; NO
ALLOWED PROPOSED COMPIL EXEMPT
Legal Description of Property - include all easements
SHOF)EYNE#
Z
2 EXP71 1OP" I
LL VARIANCE OR CU PCA?M By OAT
w
a t / HEIGiHT, 1.15T�OVER E
SETBACK ET Z
w 1 Z
W 78 _q_ut/-38�67 FRONT /�� SIDE REAF
rroperty ;�, 2 7
T _3 KLMAKKb
P:. Account,� -7 g
rcel.No.. 7C,7 _4 __� -(j- 61�
O-N--Ew El RESIDENTIAL PLUMBING 2 9' 4 ge)r
ADDITION COMMERCIAL MECHANICAL 67LA)gr &A&e4,Mx) Are,6,e=
REMODEL 2-A"PT. SLOG. SIGN "Pt? 10 443 0414
CHECKED BY TYPE OF CONSTRUCTION ICODE OCCUPANT
00bRADING CE GRT
CYDS. FT) ; t_:ar__
DEMOLISH WOODSTOVE IM L SPECIAL INSPECTOR I JAREA OCCUPANT
INSERT S/Sp F=UI LOAD 6in
GARAGE RETAINING WALL/ YES J&5!j!!�&j4
01011"Pe"r ROCKERY E RENEWAL 4REMARKS 4
PROGRESS INSPECTIONS PER UBC.305.,,-..
(TYPE.PF USE. BUSINESS OR ACTIVITY) EXPLAIN:
Co
7-
NUMBER NUMBER OF CRITCA6
W
0 OF DWELLING AREAS
STORIES UNITS NUMBER AV-SI&V 06Y e. K A5A
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
ADW J0 RI !2 Q6 A�$M�9!2 I
ut, r ZQ azwr 11/2-- FINAL INSPECTION REQUIRED
VALUATION FEE
64AVAY6 /16-00 r-yb-s
PLAN CHECK FEE
10 - I — . . _. 30 2.4)
r 90 BUILDING
GLAZING k7Z 46'1�6
;fD U_ % PLUMBING
,4
MECHANICAL
Plan Check No. (?,<7 r
This Permit covers work to be done on private property ONLY, GRADINGIFILL ),7 L
Any construction on the public domain (curts, sidewelks, I
driveways, marquees, etc.) will require separate permission. STATE SURCHARGE 241 15,10
Permit Application: 180 Days STORM DRAINAGE FEE
Permit Limit: 1 Year - Provided Work Is Started Wit hin 180 Days
.. Applicant. on behalf of his or her spouse, heirs, assigns and ENO. INSPECTION FEE
successors in interest, agrees to indemnify, defend and hold
'Wn harmless the City of Edmonds, Washington. its: bfficials, 17
2 employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the Issuance
of his permit, Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT
modify, waive or reduce any requirement of any city ordinance
0
nor limit in any way the City's ability to enforce any ordinance TOT4 AMOUNT DUE
provision."
I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL
Information given is correct; and that I am the owner, or the duly
authorized -agent of the owner. I agree to comply with city and THIS PERMIT This application is not a permit until
state-laWs regulating construction; and In doing the work authoriz- AUTHORIZES signed by the Building Official or his/her
dd thereby, no person will be employed In violation of the Labor ONLY THE
Code of the State of W to I ti g to Workmen's Compensa. WORK NOTED Deputy; and fees are paid, and receipt is
tion Insurance d W 18.27. INSPECTION acknowledged in space provided.
SIGNATUR NE54R AGENT) DATE SIGNED DEPARTMENT
I ORFLOAL.'S SIGNATURE DATE
CITY OF
EDMONDS
( ELE-As 4 DATE
CALLFOR
ATTENTION INSPECTION L/
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL - File YELLOW - inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED, USC
CHAPTER 3. PINK - Owner GOLD - Assessor
FH
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CONSTRUCTION SEQUENCE t5 c- 0, e it- I o 1, oil
1. Arrange for and attend pre -construction meeting with.
City of Edmonds site inspection, 771-0220. Install other utilities: storm, bio swales, detention' system,
water, gas, power, telephone, driveway, etc.
2. Call DIALDIG(Utilities Underground Location- Center)
1-800-424-5555. 8. Final grade and pave.
3. Erect filte� fabric fence & install construction ent*rance 9. Hydioseed, mulch, and plant landscape.
4. Clear and grub site. 10. Reroove the remaining temporary erosion/sedimentation control
only.after the site has been stabilized and City of Edmonds site
5. Rough grade site per grading plan. devc?lopment inspector has approved the removal.
6. Install sanitary sewer per plan. 11. Clean up storm drainage system.
A I
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FILTER FORIC FENCE DETAIL
Filter Fabric Material 60' wide rolls.
Use staples or wire rings to attatch -
fabric to wire 2" by 2* by 14 Ga. Wire
/_ Fabric or equIv.
: 9
N I I ,
APPROVEED F
R U C T 91%�
DATE:
-For CiTy-ENWNEER
- 1.110,
11 8'by 12'trench
........... ..... I....
Filter Fabr
Material
6'Max.
2' bY 2' by 14 Ga. Wire
[�_r 1:14 w+ood. posts. standard or better or L Fabric or equiv.
equal 111181nab): Steel (once posts
Provide 3/4". 1.6*
washed gravel backfin
STABELIZED CONSTRUC17ON ENTRANCE In trench and on both sides
of filter fence fabric on
the surface
2* by 4' wood post
Alt: SW fence posts
700, La
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Provide Full Widul I
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ingress/Egress R 5 (ASTM D3034)
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