400 HOWELL WAY.PDF11111111111111
11785
400 HOWELL WAY
0
400 RDwoj, i
TAX ACCOUNT/PARCEL
BUILDING PERMIT (NEW S
COVENANTS (RECORDED)
0
000&
/ R2,&�gd* C47o�(1-;Zt0?-J / I .
CRITICAL AREAS:. DETERMINATION: F] Conditional Waiver F] Study Required /M Waiver
V—
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED: �� 10
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED: -7 t4- a`2 4- �-O
SIDE SEWER PERMIT(S) #: 00 644
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
l-ATEMP\DST's\Forms\Street File Checklist.doc
0.
CA F1Lrj
Citfical Areas Checklist
(solls/topogr:aphy/hydrologY/vegetation)
te Inform
Site Address/Location:
Property Tax Account Number:
Approximate Site Size (acres or square feet):
is this site currently developed? yes; —no
eloped?
if yes; how is site dev
Describ -the general Site t0P0graPhy- Check all -that apply-
f—tolp-jadon change over entire site.
Flat: less Ina" -' 15 % (a vertical rise of 10-feet over a
I Rolling: slopes on site generally less than
horizontal distance Of 66-feet)- less than 30% ( a vertical rise
Hilly: Slopes present on site of more than 15% and
of I 0-feet over a horizontal distance of 33 to 66-leet) - (),-feet over a
- te (a vertical rise of
Steep: grades of greater than 30% present on si
horizontal distance of less than 33-feet)-
other (please
ter Approx. Depth:
6. Site contains -areas of year-round standing wal
ing water: Approx. Depth:
,7. Site contains areas of seasonal stand
What season(s) of the year? of a water course -
Site ijr in I face? Flows are year -
is in the floodway ___ _� floodplai flows across the grounds Sur
9. Sitecontains a creek or an area where water (What time of year?
round? Flows are seasonal'? ----
meadow shrubs mixed
Site is primarily: forested
urban landscaped oawnshrut)-�etc)__�
site:
Obvious wetland i� present on
For City Staff Use
Site is Zoned?
�CS mapped soil tYP45Y-)
d present On site?
3. Wetland inventory or C.A. rnap indicates wetlan site?
map.indicates Critical Area oil
:..Critical Areas inventory or C. A
5. 'Site within designated earth subsidence landslide hazard area?
'Site d n the Environmentally Sensitive Areas MaP9
6. esignated o
MTERN"ATION CONDITIONAL WAIVER
--,-:�rUDY REOUIRED
W AIVER_
�=;LDat6
Reviewed by:
I n r
at
0)
-1
15
R,- 01/04194
go -19
City of Edmon&
Critical Areas Checkli . st
The Critical Areas Checklist contained on
this fonn 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 development
permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys) -
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
RECEIVED
MAY - 11996
USITY sEfAvias
Comm
and submit it to the City. The city will
review the checklist, make a precursory site
visit, and make a determination of the
subsequent steps necessary to complete a
development permit application.
With asigned copy of this form, the
applicant should also submit a vicinity map
or plot plan for individuallots of the parcel
with'enough detail that City staff can find
and identify the subject parcel(s)- in
addition, the applicant shall include
otherpertinent information (e.g. site
plan, topography map, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
assessment or the site -
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
Name
eav "�1;71/* '!!�Av 0
Street Address
ZIF Phone
Applicant Representative:
Name
Street Address
City, State, ZIP Phone
Date Signature Date
0
PLANNING DATA
SITE ADDRESS:-400 Howell St DATE: 3/6/97
ZONING: RM 2.4 - PLAN CHK#: 97-40 ADB # ADB-96-96
PROJECT DESCRIPTION: 6 unit multiple family builicing
SETBACKS: *
Required Setbacks:
4th Ave: 15 Howell St: 15 East Side: 10 South Side: 10
Actual Setbacks:
4th Ave: 25 Howell St: 15 East Side: 32 South Side: 10
CORNER LOT Yes (Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED N (YIN)
LOT COVERAGE:
Maximum Allowed: 46% Proposed: 44.96%
BUILDING HEIGHT:
Maximum Allowed: 25' + 5" for a 4:12 roof Proposed Height: 25' + 5" for a 4:12 roof
Datum Point:C.B. in Howell St(&4th Ave S DatumElevation: 100'
CRITICAL AREAS #: CA-96-93
SEPA DETERMINATION: DNS Complete, no mitigations
LOT AREA: 14,980 sq. ft.
DENSITY ALLOWED I d.u./2,400 s.f. UNITS ALLOWED 6 PROPOSED 6
BONDING REQUIRED (ys/no) yes (for what?) - Landscaping $ eq, ��o
OTHER:
Plan Review By:
STREET FILE
STORM DRAINAGE REPORT
SITE PLAN
for
A NEW 6 UNIT CONDOMINIUM
400 HOWELL WAY
EDMONDS, WA
prepared by
John W. Mellor, P.E
3 1A
UNDEVELOPED SITE
No surface runoff from offsite areas have any impact on this property.
The subject property is moderately sloped with a topographical change from + 4.3' at the
SE corner of the subject property to - 3.9' at the NW of the subject property. This
elevation change takes place over a distance of 179.29'. A vertical change of 8.2' over
a distance of 179.29'with an average slope of 4.574%.
The acreage of the subject property is:
140 x 107 = 14,980 sg. ft. = 0.344 acres
43,560 43,560
The existing impervious surfaces presently on the subject site include an old house and
walkway 1, 100 sq ft(built prior to 1979)
1,100sgft =0.025ac
43,560 sq ft/ac
The existing pervious area of the subject site is covered with grass, shrubs, and several
small trees(meadow)— 50%. The pervious area for this analysis will be the entire site
and is 14,980 sq ft or 0.344 acres
CN values for the site:
meadows or pasture ....................................................................................... 85
Time of Concentration for the Onsite Runoff
Refer.to the enclosed map:
The runoff route consists of sheet flow from the SE corner of the property to the
NW comer of the property then into the existing catch basin.
Times of concentration
are computed with the following equations for overland flow and open channel
flow as follows:
08
Tt = 0.42(naLY, where So = slope of watercourses are
T2) U*b (SO) 0' 4 8.2/179.29 = 4.574%
L = length of watercourses are 179.29
ns= Manning's coeff 0. 15 for
areas with short grass
P2= 2yr-24hr rainfall = 1.50
0
9
Tti = 0.42(0.15 x 179.29)0*8, = 5.847 = 16.22 min = Tc
(1.5)u-"z'(0.04574) 0 - 4 0.360
pervious area CN impervious area CN Tc
0.344 85 . 0.0 98 16.22
SBUH results are contained in the back of this report.
DEVELOPED PROPERTY
The developed property will contain a 6 unit condominium and including the driveway will
have 7,753 sq ft or 0. 1780 ac of new impervious surfaces. Parking is underground and
all contaminated garage water will pass through an oil/water separator before being
directed to the sanitary sewer.
The pervious surfaces will be lawn and landscaping;
the remainder of the site 14,980 - 7,753 = 7,227 sq ft or 0. 166 acres
The time of concentration for the developed site is based on the runoff time from the
roof of the building, down rain gutters, and through the detention system
08,
Tt 0.42(n-RL) * and V k VSo , where Soi = slope of roof = 41.67%
(POO .5(so)0.4 L = length of roof run = 18'
nS= Manning's coeff. = 0.011
Tt L L P2= 2yr-24hr rainfall = 1.50
60V 6 0 k -,[S—o k = 27 for rain gutters
S02 = slope of raingutter = 1.0%
L = length of raingutter = 14'
S03 = slope of collection line = 1.0%
L = length of collection line = 46.15'
SO4 = slope of collection line = 5.67%
L = length of collection line = 75'
S05 = slope of detention sys = 0.5%
L = length of detention sys = 40'
Ttj = 0.42(0.011 x 18) 0, 8 = 0.115 = 0.133 min
(1.5)"'(0.4167)OA 0.863
Tt2 = 14' - = 0.0864 min
6 0 (2 7 .,fO 0-1 )
Tt3 = 0.24 min(run in 46.15'of 4" PVC collection piping @ 2.0%; 3.23 fps)
FA
9
Tt4 = 0.25 min(run in 75'of 6" PVC collection piping @ 5.67%;. 5.06 fps)
Tt5 = 0.05 min(run in 15'of 6" PVC collection piping @ 5.67%; 5.06 fps)
Tt6 = 0.76 min(run in 40',of 36" CMP detention piping @ 0.50%; 0.87 fps)
Tc = TtI + Tt2 + Tt3 + TM + Tt5 + Tt6 = 0.133 + 0.086 + 0.24 + 0.25 + 0.05 + 0.76 = 1.519 min
pervious area CN impervious area CN Tc
0.166 85 0.178 98 1.519
SBUH results are at the back of this report
Downstream Analysis
Surface runoff, both existing and developed, enters an existing catch basin at the NW
comer of the subject property. From this catch basin storm drainage flows are piped 40'
to a catch basin on the north side of Howell Way. From this catch basin flows are piped
200'west to a catch basin manhole, and then again another 200' to a catch basin
manhole in 3rd Ave S. From this point flows are piped 125' north to a catch basin
manhole in 3rd Ave S. From this catch basin manhole flows are directed in a piped
outfall to a ravine through which Shellbarger Creek flows to the wetlands adjacent to the
treatment plant, and eventually to Puget Sound. No where along this route is there an
.apparent opportunity for overflow, erosion,
Detention Requirements
The added impervious surfaces are 7,753 sq ft requiring the use of the above SBUH
analysis. The RDFAC analysis was run for a 36" CMP pipe. The analysis indicates a
pipe 67.7' in length, with a storage capacity of 478 cu ft is required. Actually a 60'
section of 36" CMP will be used.
Checking Detention Capacity
The detention will provided by a 36" CMP pipe. A section of 36" pipe 60' in length will
provide 424.12 cu ft of storage. Additional storage will be provided by a 48" Type 11
catch basin with restrictor with a live storage depth of 3.31'. The Type I-L catch basin
adds 5.778 cu ft/ft x 3 ft = 17.334 cu ft. The storage of the entire 36" CMP detention
system is 502.677 cu ft, which is in excess of the required 478 cu ft.
3
48" CB live storage depth 3.31 ft x 12.566 cu ft/ft ...................................... 41.593 cu ft
2'x 4.909 cu ft/ft .......................................................................................... 9.817 cu ft
60'CMP x 7.0686 cu ft/ft ...................... ; .............................................. * ..... 424.12 cu ft
2'x 4.909 cu ft/ft .......................................................................................... 9.817 cu ft
Type I - L CB live storage depth 3.0 ft x 5.778 cu ft/ft .............................. 17.334 cu ft
502.677 cu ft
Required detention volume is 478 cu ft; detention volume provided is adequate.
Check Riser Overflow Capacity
The flow to check is the 100 year storm, Qioo = 0.24 cfS. From the formula
QWEIR = 9.739DH"; where Q is in cfs, D is in feet(dia) and H in feet, an 8 inch riser can
discharge 2.2955 cfs. Therefore 0.24 cfs is a conservative discharge.
Water Quality
Parking at the proposed condominiums is under cover. A oil/water separator will be
used in the covered parking area through which any surface runoff will pass prior to
being directed to the sanitary sewers.
City Datum
All elevations have been revised to City datum. The datum base is the sewer manhole
located at the intersection of 4th Ave S & Howell Way.
El
S.C.S. TYPE -IA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
2,24,1.5
----------------------------------------------------------------------
S.C.S. TYPE -IA DISTRIBUTION
2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN, NO.
0.344,85,0.0,98,16.22
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .3 85.0 ..0 98.0 16.2
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.02 7.83 563
ENTER [d:l[path)filename[.ext1.FOR STORAGE OF COMPUTED HYD ROGRAPH:
IRWdO2E
SPECIFY: C - CONTINUE, N NEWSTORM, P PRINT, S - STOP
c
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
0.166,85,0.178,98,1.519
DATA PRINT-OUT:
AREMACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .2 85.0 2 98.0 1.5,
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT).
.09 7.67 1099
ENTER [d:lfpathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
IRWO02D
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
I . I
S.C.S. TYPE -IA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
10,24,2.0
----------------------------------------------------------------------
S.C.S. TYP.E-lA DISTRIBUTION
10-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP.
--------- 7 ------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.344,85,0.0,98,16.22
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .3 85.0 .0 98.0 16.2
PEAK-Q(CFS) T-PEAK(HRS) VOL(CO-FT)
.05 7.83 989
ENTER [d:][pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
IRWO10E
SPECIFY: C --CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
C
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
0.166,85,0.178,98,1.519
DATA PRINT-OUT:
AREMACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .2 85.0 .2 98.0 1.5
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.14 7.67 1626
ENTER [d:lfpathlfilenamel.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
IRWO10D
SPECIFY: C CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
N
S.C.S. TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
100,24,3.0
----------------------------------------------------------------------
S.C.S. TYPE -IA DISTRIBUTION
100-YEAR 24-HOUR STORM **** 3.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.344,85,0.0,98,16.22
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TUMINUTES)
A CN A CN
.3 .3 85.0 .0 98.0 16.2
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.12 7.83 1977
ENTER [d:][pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
IRW100E
SPECIFY: C - CONTINUE, N.- NEWSTORM, P - PRINT, S - STOP
C.
-------------------- 7 -------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
0.166,85,0.178,98,1.519
DATA PRINT-OUT:
AREMACRES) PERVIOUS IMPERVIOUS TUMINUTES)
A CN A CN
.3 .2 85.0 .2 98.0 1.5
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.24 7.67 2746
ENTER fd:][pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
IRW100D
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
N
9
�'UMMAR�` OF INPUT ITEMS
1) 7'YPE OF FACILITY: TANK
21) TANK DIAMETER(ft), STORAGE DEPTH(ft):
3) \'F!�TTICAL PERMEABILITY(min/in): .00
-1) PRIMARY DESIGN HYDROGRAPH FILENAME:
5) PRIMARY RELEASE RATE(cfs): .12
6) NUMBER OF TEST HYDROGRAPHS: 3'
TEST HYD I FILENAME: IRWO02D
TEST HYD 2 FILENAME: IRWO10D
TEST HYD 3 FILENAME: IRW100D
3.00, 3.00
IRW100D
TARGET RELEASE(cfs): .02
TARGET RELEASE(cfs): .05
TARGET RELEASE(cfs): .12
7) NUMBER -OF -ORIFICES, RISER-HEAD(ft), RISER-DIAM(in): 2, 3.00, 8
8) ITERATION DISPLAY: YES
ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED):
0
INITIAL*STORAGE VALUE FOR ITERATION PURPOSES: 918 CU-FT
BOTTOM ORIFICE: ENTER Q-MAX(cfs)
0.02
DIA.= .65 INCHES
TOP ORIFICE: ENTER HEIGHT(ft)
1.672
DIA.= 1.79 INCHES
ITERATION COMPUTATION BEGINS ...
TRIAL
TANK -LENGTH
STOR-AVAIL
STOR-USED
PK-STAGE
PK-OUTFLOW
1
129.9
918
697
2.13
.08
2
114.3
807
663
2.30
.09
3
104.1
735
632
2.41
.09
4
96.8
684
609
2.51
.10
5
91.5
646
590
2.58
io
6
87.5
618
574
2.64
.10
7
84.4
596
561
2.67
.11
8
81.9
578
550
2.72
.11
9
79.9
564
541
2.76
.11
10
78.2
552
533
2.79
.11
11
76.8
543
526
2.82
.11
12
75.6
534
519
2.84
.11
13
74.6
527
514
2.86
.11
14
73.7
520
510
2.88
.11
15
72.9
515
506
2.90
.12
i6
72.3
510
502
2.91
.12
17
71.7
506
499
2.92
18
71.2
503
497
2.93
.12
19
70.8
500
495
2.94
.12
20
70.4
497
492
2.94
.12
21
70.1
495
491
2.95
.12
22
69.8
493
489
2.96
.12
23
69.5
491
488
2.96
.12
24
69.3
489
486
2.97
.12
25
69.1
488
485
2.97
.12
'f t-p
!3 6 . 'If
27
68.7
?8
68.6
29
68.4
30
68.3
31
68.2
32
68.1
33
68.1
34
68.0
35
67.9
36
67.9
37
67.8
38
67.8
39
67.7
40
67.7
PERFORMANCE:
INFLOW
DESIGN HYD:-
.24
TESTHYD 1:
.09
TEST HYD 2:
.14
TEST HYD 3:
.24
SPECIFY: D -,DOCUMENT,
486
485
484
483
483
482
481
481
480
480
479
479
479
478
478
TARGET -OUTFLOW
.12
.02
.05
.12
R - REVISE,
0
484
2..97
483
2.98
482
2.98
482
2.98
481
2.98
481
2.98
480
2.99
480
2.99
479
2.99
479
2.99
478
2.99
478
2.99
478
2.99
478
2.99
478
2.99
ACTUAL -OUTFLOW
.12
.02
.05
.12
A - ADJUST
ORIF,
12
12
.12
.12
.12
.12
.12
12
.12
.12
.12
.12
PK-STAGE STORAGE
478
1.69 270
1.89 310
2.99 470
E - ENLARGE, S - STO
ITI
CITY OF EDMONDS
8 9 0.19
Address of Construction:
Property Legal Description (Include all easements):
OF- -rk4.x_-- A I e_" 14 /2 o- 5 A--(- _.
�10 DI'4'y's
SIDE SEWER PERMIT
PERMIT j'�12 8861
N16f&—k OF 7-14-4 1VF__y2
7'/XJ Al 2 '? *6-r -? A� /i J M
.-rgi5lyc_,��- 5-o IS-. r5r, 7-0
Owner and/or Contractor: I V_VV IfN
State License No.40L-D 4K I Building Permit No. 7 0
11 Single Family
Multi -Family (No. of Units
El Commercial
N
El Public
Invasion into City Right -of -Way: El No 9 Yes
. tv" -7- 12—
.cSIN40 RW Construction Permit No. V
op - No 11 Yes
t X
4M 2:" �
other Private Property
ffach legal description and copy of recorded easement
POIBLIC D
I clel"It'ify thqt I h*a�eaa and shall comply with all city requirements Date
on the back of the Permit Card.
CALL, DIAL -A -DI G (1-800-424-5555) BEFORE ANY EXCAVATION.
OFFICE USE ONLY
FOR INSPECTION CALL 7M-SM, PUBLIC WORKS DEPT.
-771-0,93,5
Permit Fee: (,e 2 0 C 29 Issued By
Trunk Charge: I'Fa 00 Date Issued: —5zd / Z'9 7
.Assessment Fee: Receipt No.:
Lid No.: —
Partial Inspection: Date — I nitial
Comments
Reason Rejected: bafe—Initial—
Final Inspection Approved: Dateq_A41 Initial
T _T__T__T
IJLKMI I MUb 1 tJr_ FUb I LU UN JUb b! 1 t
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised 3190
The City of Edmonds Side Sewer Drawing EASEMENT NO - ----- .......... -------------------------
NEW CONSTRUCTION REPAIRS n LID NO . .................. ASMT. NO - ------------------
OWNER......................................... ----------------------- ----------- ............ CONTRACTOR .........................
........................................................... PERMIT NO.
JOB ADDRESS ......... �00-140WC.43n --- -WAY -------------------- LEGAL DESCRIPTION: LOT NO . ................. ......... .......... BLOCK NO . ....................................
............................................................ .....................................................................................................
NAMEOF ADDITION --------------------- .................................................................................................
1
5
zl-r,y AVE, 6,
-201/t,
DEPTH
r--� . ......... ..
DN1011\�DS
HVIENT PLANT
Approved:
-11175 (REV. 11/78) 7 ............. By -------
PWw-0001 DATE .......... .................... -----------------
CITY OF EDMONDS
PUBLIC WORKS DEPARTA& FOR INSPECTION CALL
SIDE SEWER PERMIT 775-2525 Ext. . 220 .
10 Permit Ho. -a
Issue Date / i
,1* PERMIT MUST BE POSTED ON JOB SITE
1. Address o Construction
2. Property Legal Description (include all, easements)
3. Single Family Residence Multi -Family No. of Units
Commercial
4. Owner and/or Builder
5. Contractor & License No. 1_14 A 41_�'
6. Invasion into City Right -of -Way: No . Yes_ (If Yes Right-of-
way Construction Permit Required - Call Dial Dig (342-5344) before
excavation).
E-4 7. Cross other private property: Yes No 1--- Easement required -
attach legal description and county easement number.
READ THE FOLLOWING AND SIGN:
P4
a. Property owners must obtain a permit to install side sewers on
>-I their property. A licensed side sewer contractor must be employed to
construct side sewers in the public' right-of-way.
b. The side sewer contractor assumes full reponsibility for each
E-4 installation for one year.
W
4 C. Commercial establishment requires a minimum of a six inch (6")
P4
side sewer line.
0 d. Side sewers may not be installed closer than thirty inches (30")
to any structure.
0
e. Side sewer lines must 0 be laid at a minimum grade of 2% (1.15
0 and maximum grade of 100% (45 ). 0
E-4 f. No turn in side s8wer greater than 45 (1/8,bend) is 0 allowed
between cleanout. All 90 turns must be constructed of a 45 (1/8
bend) and wye with removable cap.
g. No down spouts, footing drains or floor drains can be connected
to side sewer system.
h. Pea gravel is required for bedding when installing sewer lines
through other than granular soil.
i. Cleanouts are required at 30"-60" from each plumbing exit line
and at minimum intervals of 100! along sewer 'line run.
j. Trenches within City right-of-way must be restored to original
conditions. Contractors shall be responsible for right-of-way failure
due to poor compaction of fill.
k. Side sewer must be left uncovered until inspected and approved
by the City.
Inspection during normal working hours only. Two (2) working
days notice required.
DATE:
I certilfy'that I have read
and s.�'�11 comply With the above
PERMIT.FEE: DISAPPROVED BY: Date:
U r4 By;�� - Date:
CONNECTION FEE: -jo
APPROVED By: Date: Aza,2jj;E�
PERMIT MUST BE POSTED ON JOB SITE
The City of Mmonds Side Sewer Drawing EASEMENT NO. � --------------------- ---------------------
NEW CONSTRUCTION REPAIRS LID NO - ----------- ------ - ASMT. NO - ---------------
OWNER ------- f�� ------ ----------------------------- CONTRACTOR ------- Q�N"F_--p --- ------------------------------------------------- PERMIT NO. --- e>
JOB ADDRESS ----------------------------------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------
PWW-0001-11/75 (REV.11118)
--------- 7 ............................ ................................................................................................................
NAME OF ADDITION ........ 5;r�L<Z)R� .. IF- - <-
.........................................
3
CZ)
m
m
q
�n
r"00
m
3
117
Approved:
DATE—Lp . ..... By� - ---------- k ..............
APPLICATION
for
The City of Edmonds SWE SE WER PLMUT
NEW CONSTRUCTION' REPAIRS
- 5-0M -
owNm..... ........................................................... CONTRACTOR .................................................................................................. PER= No . ......................
ADDRESS 5-D ..... ................................................... LE
.:.-.4-L LOT NYC . .............................................. MOO!< N . . ............................................
NTA*�%,lall OF ADDITION .....................................................................
junq,'� Iva
D V
.&p- roved:
.P
DATE! ................................................ 13Y ......................................................................
L-1
�1-'? C. 1 SO)
March 31., 1997
0 0
CITY OF EDMONDS
250 5TH AVENUE NORTH - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT�
Public Works e Planning 9 Parks and Recreation * Engineering
James Irvin
2507 NW 202nd
Shoreline, WA 98133
3TREET FILE
BARBARA FAHEY
MAYOR
Subject: Proposed 6 Unit Condo at 400 Howell Way (ADB-96-95) (Plan Check 9740J
Dear Jim:
The Engineering Division has completed additional review of the subject proposal. The
following comments need to be addressed before construction authorization can be given:
See notes on drawing regarding exposed soil stabilization. Add to drawing.
Show garage drain to sanitary sewer.
City of Edmonds sidewalk standard is 5" of concrete.
Show curbs on both sides of driveway.
Provide invert elevation for. storm system..
Note that PE stamp is expired.
When the revisions are completed, please return the red -lined drawing with one set of
revised civil drawings'for final approval. If you have any questions regarding storm drainage,
please call Don Fiene, Hydraulics Engineer, at 771-0220 extension 323. If you have
questions regarding utilities, please call Scott Highland, Water/Sewer Division, at 771-0235.
If you have any other questions, do not hesitate to contact Gordy Hyde at 771-0220,
extension 325..*
Prior to final construction authorization, it will.be necessary to have a bond in place for all
site improvements and a review fee equal to 2.2% of the cost of the improvements must be
paid. The bond cost estimate that you provided has not yet been evaluated.
Sincerely,,
Jarnes.C. Walker, P.E.
City Engineer
GCH/JCW1sf
Enclosure
c: Lara Knaak, Permit Coordinator
A9695A.DOC
Incorporated August 11, 1890 0
Sister Cities I nternational — Hekinan, Japan
A. 0 41
Q
CI Y OF EDMOND'
Isq, 250 5TH AVENUE NORTH, EDMONDS, WA 98020 (206)771-0220
RCW 197-11-970 Determination of Nonsignificance- (DNS)
DETERMINATION OF NONSIGNIFICANCE
Description of proposal: New six unit multiple family building with 610 yards of associated grading; File
No. ADB-96-96
Proponent: James Irwin, 2507 202nd NW 202nd St., Shoreline, WA 98177
Location of proposal, including street address if any: 400 Howell Way
Lead agency: CITY OF EDMONDS
The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the
environment. An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was
made after review of a completed environmental checklist and other information on file with the lead agency. This
information is available to the public on request.
XX There is no comment period for this DNS.
This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal'for 15 days
from the date below. Comments must be submitted by
Responsible Official: Jeffrey S. Wilson
Position/Title: Current Planning Supervisor, Department of Community Services - Planning Division
Phone: 771-0220
Address: City of Edmonds, 250 5th Avenue North, Edmonds, WA 98020
Date: 'R/-7 SignatuCre
I - —4tt��
XX You may appeal this determination to Robert Chave, Planning Manager, at 250 5th Avenue North,
Edmonds, WA 98020, no later than 4�61-r Q1, 1996, by filing awritten appeal citing the
reasons.
You should be prepared to make specific factual objections. Contact Jeffrey S. Wilson to read or ask about the
procedures for SEPA appeals.
XX Posted on )JVC--- I ', 1996, at the Edmonds Public Library, Edmonds Community Services
Building, and the Edmonds Post Office.
XX Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of the Checklist.
ADB9696.DOC Page I of 2
&7196.SEPA
C
RECORDED
RETURN ADDRESS:
City of Edmonds, City Clerk
505 Bell Street
Edmonds, WA 98020
97 APR 21 PM 3: 07
SNO�jC,M!,�,H Co', AUDITOR
D UN T Y, WA S
DECLARATION OF RESTRICTIVE COVENANT
MULTI-FAMELY RESEDENTIAL
Reference #: 97-40 �WCP_ 0 tl�c)
Grantor(s): (1) JAMES IRWIN (2) Additional on pg.,
Grantee(s): Go of Edmonds
Legal Description'(abbreviated): Sec 26 —Twn 27 Rng 3 Qtr NE
OR Lot Block Plat
Assessor's Tax Parcel ID#(s): (1) 262703-1-006-0008 (2)
—Assessor's Tax Parcel 1D# not yet assigned
WHEREAS, JAMES R. IRWIN
are the owners of the following described real estate in the City of Edmonds, to wit:
Property Address: 400 HOWELL WAY, EDMONDS, WA
Legal Description: BEGINNING NE COR OF THE NE 1/4 OF THE NE 1/4 OF
SECTION 26, TOWNSHIP 27, RANGE 3 EAST, W.M.; THENCE SOUTH 350 FT. THENCE
WEST 150 FT TO THE POINT OF BEGINNING, THENCE CONTINUE WEST 140 FT
THENCE SOUTH 112 FT.; THENCE EAST 140 FT; THENCE NORTH 112 FT TO THE POINT
OF BEGINNING. COUNTY OF SNOHOMISH, STATE OF WASHINGTON
Assessor's Tax Parcel ID # (s): 262703-1-006-0008
WHEREAS, the above named owners are desirous of imposing a restrictive covenant ui�on
said premises in compliance with Section 19.00.040 of the Edmonds Community Development Code.
voi. 3300PAGE0635
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 to the Ordinance
of the City of Edmonds provide that no building for multiple family housing may be erected on
subject property containing more than SIX (6) . units. ,
Said Covenant shall be binding upon ail present and future owners of said real estate and their heirs,
successors and assigns.
4*'� day of L
DATED this
State of Washington
)ss
County of 5*"11
I certify that I know or have satisfactory evidence that A4 a signed
this instrument, on oath stated that he/she was authorized to execute the instrument and
acknowledged it as the '�s rq /)I - Z (title) of 0 (name of party
on behalf on whom instrument was executed) to be the free and voluntary act of such party for the
uses and purposes mentigns in this instrument. Subscribed and sworn to before me this
day of "'A 19 It 3 1%
VA
Notary Public in and for t4e dtate of Washington.
0
My commission expires
VOL. 3 3 0 0 PAGE 0 6 3 6
E
RECORDED
RETURN ADDRESS:
City of Edmonds, Building Division
250 5th Avenue North
Edmonds, WA 98020
97 APR 21 PM,3: 07
Sho";W" -,
cnt/."
Y. M TOR
7' 'A 14
DECLARATION OF RESTRICTIVE COVENANT
MUILTI-FAMMY RESIDENTIAL EXITING SCHEMATIC
Reference#: '-!)77- 4-o -# ?;7Mso
�r5� �rs)- James Irwin ,owbLF-e(2)-. Additional on pg.
A A'S.-rXn::7-[A-MS;
Grantee(s): City of Edmonds
Legal Description (abbreviated): Sec -416 Twn -Rng 5 Qtr M F—.
OR Lot Block plat
Assessor's Tax Parcel ID#(s): (1) 2-GZ-7c),-3-i -0o( (2)
Assessor's Tax Parcel ID# not yet assigned
WHEREAS, James Irwin 041h�
are the owners of the following described real estate in the tity of Edmonds, to wit:
Property Address: 400 Howell Way, Edmonds
1 Un- A M F Z F M 7 W 3 0 K MY EMS M r--n W, ff -� -r-- SM F�.
Assessor's Tax Parcel ID # (s): :aG 2-7c E!, - 1. - d:M e,,=, - rckn S
WHEREAS, the above named owners are desirous of utilizing an exterior exit balcony des - ign
as permitted by Uniform Building Code Chapter 10, upon said premises and are agreeable to
imposing a restrictive covenant in order for the Building Official to approve such a condition and
whereas, the City is concerned that future owners understand the building code conditions in
approving such an exterior exit balcony design, the following covenant is established.
VOL. 330 OP&GEO-637
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 chosen to utilize an
exterior exit balcony design for exiting, pursuant to Uniform Building Code Chapter 10, and that the
referenced exterior exit balconies shall remain open to fresh outside air and shall not be enclosed
temporary or permanently by walls, partitions or other combination of materials that prevents such
fresh outside air from freely flowing through all areas designated as exterior exit balcony areas,
UNTIL OR UNLESS, 1) the State Building Code is amended in such a way to allow such enclosure
or 2) an alternate means of exiting is provided. Current and future owners shall adhere to the
approved plans for the subject building on file with the City of Edmonds and no changes to the
exiting system shall be made without approval by the City of Edmonds Building Official.
Said Covenant shall be binding upon all present and future owners of said real estate and their heirs,
successors and assigns.
DATED this
IwIF G Rr
Af;"' 01.
6'.4 Au 0
GRA�WOR
State of Washington
)ss
County
day of 19-127
I certify that I know or have satisfactory evidence that signed
this instrument, on oath stated that he/"was authorized to execute the ins eat, and,
acknowledged it as the e--t �u (title) of v. %(ame of party
on behalf on whom instrument was executed) to be the free and voluntary act of such party 6r the
uses and pulposes mentions in this instrument. Subscribed and sworn to before me this
day of
19 C>
Notary Public in and for the State of Washington.
My commission expires
9dr 600
9,04nn 0 0 P&GE 0
4. U89Z V 0 L. 313
LICENSE
No. 1790 THE CITY OF EDMONDS YEAR 2004
NON-RESIDENT BUSINESS LICENSE
This license is issued in conformity with Ordinance No. 3282. No license, issued under the provisions of this
ordinance is transferable or assignable.
EFFECTIVE 1 JANUARY - 31 DECEMBER OF LICENSE,YEAR
BY: DATE ISSUED: 5/14/2004
(CITY CLERK SIGNATURE) MO. DAY YR.
NORTHERN MARINE & GENERAL -CONTRACTING, INC
5751 MT. BAKER HWY
DEMING WA 98244-
accmAwl Lom
O.A-M.M Lu
262743-1-004-0044
.lofommft coot OF ww HE -OF THEW w:
I Q rf TO rAK POW W COkXn OF
HOWELL WAY
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NPARK PLACE EDMONDS"
A SIX UNrr OONDOMINIUM
400 HOWELL WAY
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JAMES R. IRWIN & ASSOCIATES
***ARCHrrECr***
SWO 2jn`H S.W.. EDMONDS. WA. 98026
TFUT110NE: 12(MI 542-9191
4-
9
I t? c. � Is �.11
City of EdmondsO
RIGHT-OF-WAY CONSTRUCTION
PERMIT Permit Number.
Lm�e Date: L7J t-71-
I . .
A. Address or Vicinity of Construction: _Aek�> AC26 1w WJAX
B. Type of Work (be specific): T=14ze- .46&1 N
C. Contractor:' /<P, Contact: nA P'%
Mailing Address: Phone: �34� 0 5 9?_-870 _L,
State License #: _s :7 C_ 5L Liability Insurance: )4_ , Bond:$
D. Building Permit # (if applicable):
Side Sewer Permit # (if applicable):
E. Commercial F I
] Subdivision E] CityProject [] Utility (PUD, GTE, VING, CABLE, WATER)
Multi -Family 0 Single Family F] Other
INSPECTOR: _J4,1JA4_-1- INSPECTOR:
F. Pavement or Concrete Cut: Opes []No G. Si of Cut: -Z
ze x H. Chargq�,$
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature to this application to hold the City of Edmonds harmlessfrom injuries, damages, or claims ofany
kind or description whatsoever, foreseen or unforeseen, that may be made agbinst 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 and attorneyfees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PER10D OF ONE YEAR FOLLOWING THE FINAL INSPEC-
TIONAND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREETPATCHIS COMPLETED
BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WII L BE PROCESSED FOR ISSUANCE TO THE APPLICANT -
Two sets of construction drawings 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.
Traffic Control and Public Safety shall be in -accordance with City regulations as required by the City Engineer.
All street cuttrench work shall be patched with asphalt or City approved material priorto the end of the working day;
NO EXCEPTIONS.
I have read the above statements and understand the permit requirements and the pink copy of the permit will be
available on site at all timesfor inspection purposes.
Signature:
Date:
(Contractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
NO WORK SHALL BEGIN PRIOR TO'PERMIT ISSUANCE Eng. Di� 1997
�k:
I - C)Z
,r?c. is
CITY OF EDMONDS
250 5TH AVENUE NORTH - EDMONDS, WA 98020 - (206) 771-0220 * FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works Planning 9 Parks and Recreation * Engineering
March 5, 1997
James Irvin
2507 NW 202nd
Shoreline, WA 98133
BARBARA FAHEY
MAYOR
STREET FILE
Subject: Proposed 6 Unit Condominium at 400 Howell Wy. (ADB-96-951
(Plan Check 9740J
Dear Jim:
The Engineering Division has completed initial review of the subject
proposal. The following comments need to be addressed before additional
review can take place:
• See notes in drainage report. Calculations are adequate for quantity storage
and control if no offsite drainage is considered.
• Address stabilization of exposed areas requirement from the (attached) SWM
ordinance.
• Pr i ovide erosion control plan that shows where devices (rock entrance and
fences, etc.) will be placed. Provide details of devices to be used.
• Show garage drain to. sanitary sewer.
• Verify inverts and slopes between YD #3 and #4.
• Show connection between existing storm sewer CB and existing storm sewer
MH.
• Provide a profile of the storm drainage system.
• Show how storm water on driveway will get to storm system.
• Add note showing that the City will provide the new fire hydrant and the
contractor will install it in its new location.
• Convert elevations to City datum (MLLVV) or show conversion equation.
• Show transitions from proposed frontage improvements to existing streets.
Construct 5:1 tapers.
• Rockeries must be constructed on private property. Rockeries are not
permitted within public rights -of -way.
• Show location of handicap ramp to be constructed at intersection of Howell
Wy. and 4th Ave. S.
0 Show that curbs will be' painted yellow to indicate no parking zones. Show
where parking will be allowed and where parking signs will be erected.
A9695.DOC
0 Incorporated August 11, 1890 9
Sister Cities International — Hekinan, Japan
0 . .0
When the revisions are completed, please return the red -lined drawings and
marked up calculation booklet with four sets or revised civil drawings for
additional review. If you have any questions regarding storm drainage please
call Don Fiene, Hydraulics Engineer at 771-0220 ext. 323. If you have questions
regarding utilities please call Scott Highland, Water/Sewer Division at 771-0235.
If you have any other questions do not hesitate to contact Gordy Hyde at 771-
0220, ext. 325.
Prior to final construction authorization, it will be necessary to have a bond in
place for all site improvements and a review fee equal to 2.2% of the cost of the
improvements must be paid.
Sincerely
James C. Walke , PE
City Engineer
cc:Lara Knaak, permit coordinator
A9695.DOC
N
1. '. r7
7� Permit No:
City of Edmonds
RIGHT-OF-WAY CONSTRUCTION PERMIT lss*ue Date:_L14�41
A. Address or Vicinity of
B. Type of Work (be
I
vlz_-
C. Contractor:Nci Contact:
Mailing Address: 1577 4Tj�& Phone: 3 G
Q2-mi.q�'-wc,
State License #: Liability Insurance:— Bond-.$.
D. Buildi4permit # (if applicable Side Sewer Permit # (if applicable):
E. Commercial F1 Subdivision
F-1 Multi -Family El Single Family
INSPECTOR:
F. PAVEMENT CUT: El YES' . El NO
CONCRETE CUT: [I YES El NO
r/L
City Project El EUC (PUD, VERIZON, PSE, AT& T,
F-1 Other
G. SIZE OF CUT x
INDEMNITY: Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless from
injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
Edmonds �r'any of its departments or employees, including but notlimited to the defense �f any 1%alpr6cegdings including defense
fgrant" thispermit.
costs and attorneyfees by reason o ing
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS''FOR'A PERIOD OF, ONE YEAR rFOLLOWING. THE FINAL
INSPECTION AND ACCEPTANCE, OF THE WORK ESTIMATED R.ESTORATIONFEEY'HILL BE HELD. UNTIL THE, FINAL STREET PATCH IS
XOMPLETED BY CITY FORCES, AT WHICH TIME A -DEBIT OR CREDIT HILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT
* Traffic control and public safety shall be in accordance with- City regulations as required by the City Engineer. Every
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training in their possession.
* Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday — NO EXCEPTIONS.
# Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555)-PRIORTOIBEGINNING WORK
IHAVEREAD THEABOVES TATEMENISAND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUSTMAiB;TQj�&i COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS
Signature: Date: (�q
`10—'_(C-o_--n`1`racor"&r Xeent)
FOR CITY USE ONLY
Approved by: Right-of-way Fee:
Time Authorized: Void After Disruption Fee/Fund Ill:
Special Conditions: 4P,9!i� Ora, 4AJ cu!!�101� RestoratiTee:
W- 06.n4_,�, - Et-1 ZoLL 'A -T 004f 7 Total Fee: q15'.
v_A4,c—,- LA�48-mtq t�;w(tues� t!�,T &v,)eas Receipt No:
I-xm Lr" g- 1-)JME0k Issued by:'
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER. 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE �P UU02�5-77,1_.-,0220, Elt. 1326)
FINAL APPROVAL OFPERMITTED WORK. DATE:
Insp
,eefor's Signature
For inspection -requirements see Engineering Inspection Information handout.
NO WO11K SHALL 13U'GIN 1"MOIZ TO I'MMIT ISSUANCU',
DAMy Documcnts\Forms\Engnmg\ROWpermii,.doc'7
'J.
PIZ
[L
W
Clry OF EDMbaDS A CODE FNF,)RMATION MOEX OF DR—�S
jAX ACCOLP� �Mfll: 2.27D3-1-.0-01*
LEGAL OE!SCR—�OR: tE--K
�EET ADDRESS: �LL—
1— CALCLkA"O":
I A�.l
m1m
--L —L At 1--M A'
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7�
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I. PARK PLACE EDMONDS"
A SIX UNrr OONDOMINIUM
400)1� wAy
EDmONDSWA.SHTNGTON 9aO2O
c—
er
LL W -Y
ELAQ
'o -RECEIVED
JU��
1 2004
V d- nPV MOING
DEPT.
JL AL
APPROVED FOR
wrib I HUM
JAMES R. rRWIN & ASSOCIA
*-�ARaMC-T**. .
SON 2i�TH S-W.. EDmONDS. U-A. SE026 -7= C,
__TELEPHONE.
CITY OF EDMONDS
CONSTRUCTION PEAMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
JMES R. IRWIN Jai.,
—MAILING ADDRESS 4� ( o^4-10.$
13000 212th Street S.W.
E
CITY ZIP TELEPHONENUMBER
'EUMORDS 98026 1542-9191
NAME
SAPIES AS ABOVE
PERMIT
NUMBER "OZBD
JOB SUITE/APT #
ADDRESS .40 0 W46CL-L 1-4-bi
LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO.
13
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved 0
EXISTING REQUIRED DEDICATION Rw Permit Required 12—
Street Use Permit Req-d 0
PROPOSED Inspection Required
Sidewalk Required 10
METER,�ZE UNESIZFI I N27*URES PRV RE UIRED
17- . 2_Y_2� I YES ;`No, 0
CITY ZIP —746NE
NUMBER
I
"01 1, tj
21, 004
NAME
SAME AS ABOVE
t!
ADDRESS
ENGINEEFYNG MEMO DA_TED RYIEWEDBY/
a:
0
CITY ZIP
NUMBER
ITELEPHONE
Z
E MEI DA ED REVIEW D BY
-7 -7
71,
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STATE LICENSE NdMBER EXPIRATIO
..-1 SlIGN AREA
ALLOWED PROPOSED
SEPA REVIEW
com:We, EXEMPT
D8 NO.
r6
DESIGCA101KN 5-1-97-
Legal Description of Property - include all easements
BEG NE COR OF THE NE 111850F THE
0
1
.410'
EXP
SHORELINE III
r_—Nh 114 SECT 26,CWN 27,Jt9 3rEir
VARIANCE OR CU
11
REVIEW BY
DATE
CL
W.M.: THENCE SO #SO FT,THENtE ff
150 FT TO.PT OF BEG; UENCE W 140
SETBACKS —FEET ��EIQHT
FRONT SIDE
.1�_
I LOT COV"A
4 FT, TH SO 116 FT,,0H 8 140 P"TH N
0 :
Li Pr'66164 FT 20 PT OF BEG
REMARKS
/)&. sm tm&-e e-a-e�4,,r*_
Tax Account
Larcel No. 262703-1-006 0008
F\71-
ENNEW El RESIDENTIAL PLUMBINGIMECH
+
COMPLIANCE OR
ADDITION COMMERCIAL CHANGE OF USE
t
.j APT. BLDG. SIGN
REMODEL
P;:471 FIENCE
REPAIR CYDS. L_ X _FT)
CHECKED BY
TYPE OF CONSTRUCTION
I M/4
CODE
WOODSTOVE SWIM POOL
DEMOLISH INSERT HOT TLIB/SPA
El
SPECIAL INSPECT
A r, 0 !* - <V 2 1C)
OCCAtA
.P
DflGARAGE RETAINING WALL/
GARPOW El ROCKERY RENEWAL
REQUIRED VyEs IZ
Wftd- .41:r
LOXY
7d"
S INSPECOO P R I. �BC
0 85
0
[Tj0F USE, BUSINESS OR ACTIVITY) EXPLAIN:
U41ir Moro
L)
W NUMBER
W
IDWELLING
UMBER OF
CRITICAL
a OF 3
AREAS -nl
_7(
W ST,
UNITS
NUM13ER
_jj)�T? f tr,
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
VIIN41L eN§P'ECTION REOUIRED
Constructata, new Type V, 1hr.
6 UniteCondominium Bldg,
PLANI6HECK FEE
VALUATION
FEE
BUILDING
HEAT SOURCE:
GLAZING
Gas - Forced Air
%
PLUMBING
Plan Check No.
MECHANICAL
GRADINGIFILL
This Permit covers work to be done on private property ONLY.
Any construction on the public domain (curbs, sidewEIks,.
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
"A
Permit Application: 100 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
ENO. INSPECTION FEE
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors in interest, agrees to indemnify, defend and hold
'Wn harmless the City of -Edmonds, Washington, its officials
employees, and agents,. from any and all claims for damages oi
0� �2 -&401
Cr whatever nature, arisin directly or indirectly from the Issuance
4 .9
X of this 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
TOTAL AMOUNT DUE
3)N:1
provision."
I k K 1--led - #hot I have road this A plication that the
v
.. . y .. V V v
information given is correct; and that I am the owner, or the duly
in I r a i 0 n g
ATTENTION
APPLICATION APPROVAL
I
a authorized agent of the owner. I agree to comply with city and
u I h 0 r ze d a g'
state laws regylating construction; and In doing the work authoriz-
s I a e 'a ws e g
THIS PERMIT
AUTHORIZES
This application is not a permit until
e ed thereby, no person will be employed in violation of the Labor
d he r eb y r n c
ONLY THE
signed by the Building Official or his/her
Code of the State of Washington relating to Workmen's Compensa-
Code of I he St
WORK NOTED
Deputy; and fees are paid, and receipt is
ionJnsprance/4nd RCW 18.27.
ti 0 0_�Rs r c
INSPECTION
acknowledged in space provided.
IGNATU E (OW3 R A DATE SIGNED
low 'I,
DEPARTMENT
�GENT)
2-6-97
I
CITY OF
EDMONDS'
OFFICIA /DATE
T E Tj C
A INITION
CALL FOR
R-ELfASE Y: fl ///bATE
'//1 /T,X�_
INSPECTION
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. UBC
SECTION 109
PINK - Owner GOLD - Assessor
IF-1
CTY OF EDmbNos & CODE INFORMATION
AOCRMCT%MAL IRMO SOARD APRMAL- Alla-44, Kn. 41, 1901
coom. voc —% t--� sw&wm cm
1"A WASPROOTOR ITATI smww cvm
Comirrvacnow Tm- V. I"
2
20-Pe: W. 0.0
octw� Trm- OAlk-1
wr".01
AP[mmucts a
A� PALA
O�Awcv LOAD cowwwo..
qe� Z.-L. a
AREA SUIPMART, CCCVPANCT LOAD
TMAL
asA?
�.Qx Kx- ms m F7. 2.43
&Am-
pTmftk n"- mcm Am a vffwn
C..P.Am ~� LvOft
6 mc." PLOOOP
PIANT PLOGO �jvq� —T 4
ft� &"Almc= � mcU Am m
&L-u
noT imm&j
"c'm ARZAA,.
'k,NPA w- Pa.
m- PALA —A Pa. FT. a...
C.—GO m� Ov= PALA m, 2 �m
LOT �.Owu-
LOT P%A 41— 1 1-1 A— m
ALL"ARLE LOT MVIRAGI 4-4 SOL VT.
.�A% LOT �.m
ACTUAL LM mvinmem Prucoffmat
TAX ACCOUNT NUMBER. 262703-1-006-0008
LEGAL VESCIR"MON: SEG"ONG WE COR OF THE WE IM OF T"E HE 3. OF
SECTION M TO-27.RANGE 3 EkST.W.Al-THENCE SOUTH 3517 FT.TMENCE WM 1K.
PTTCTW��- OF 600N.-GAIGeTWENCE CONT"A WELT -1� Ft.TNGCE SOUTH 112Fr.;
T"ENCE EAST $all FT: THIENCE NORM 112 FT TO THE PONT OF CCUKTV OF
3THErr ADDRESS: 4oDHowELLwAy
EmoNos. WASHMGTON
HEIGHT CALCULATION:
NOTE: ea7m EnsnN0 AND F940H GRAIN LINES ARE SHOWN ON THE SITE MAN AND AM
INOVED TO THE GROUND FLOOR ELEVATION O.Q Fr- FOR THE PURPOSES OF MEX*ff
CALCLILATION OF THE SU11LPPQ RMAWOE TO COSTING OPIADE. A DATW POW OF 103D 0
W4OWN AS THE TrEIEL GRATING OF AN OaSTM STOMA GRAIN LOCATED NORTH OF TW
PFK3,0"CcFr49:L
CALMATION: 10S." log." 105.4� 105.4. 421.614- IOSA FT AVERAGE
�51
ACTLAL ALLOWABLE HEIGHT "&A FT. . 30 FT . 1214 FT
PlOOF R.OPEALLONANC14
NOTE ACTLIAL SLIUM 48OW 0 REFERENCED ON THE MADM ELEVATIams. 04EET 44
SUM RELATIlVE TO GROUND FLOOR ELEVATION GO PT AMODAM14GHWHT DATUIA 101AFT
GENERAL 11 MECHANICAL WITO ARE LOCATED ON SHEET A.2
"EIGHT CALCULATION:
ROM BOTH OUSTING AND RPdSH GRADE UP41ES ARE &IOWN ON THE SITE PLAN AND ARE
INOCIED To THE GROUND FLOOR s"ATlom oo FT- Fan THE PURPOSES OF mEKwo
CALCLAUCTlON OF THE DULDING RELAW4S TO EGSTING GRADE. A DATum Poiwr OF ma, is
S`4OWN AS THE STEM GRATING OF AN EnSTING STOW DRAVA LOCATED "DRTW OF T�*
W-1URNEST PACPERIT CCRek
to&cx4TCt 10S.U10S."105.4.105.4. 421.W4. 106.4 FT AVERAGE
E)MrrM GRAVE FOR TW aU1LDPd3
AMPLAUJUNABLE 43ONT 105.4 Fr. . 30 FT
fjmm Am ROOF SLOPE ALLONANCE)
"M ACTLIAL BULDINO MEOW 0 REFERENCED Of THE BUILDM ELEVATONS. 94M A.A.
'I'll AMATr4E TO GROkM FLOOR ELEVATION CA FT. PAID SUILGPQ HEIGAIT OATUNI loo.0 Fr.
INDEX OF DRAMNOS
APILmrrtcTlfg
&-t
ormscoF PLAK ODGE PAMPOAPTION.
PLLLSfUSECT1DNS-EASTT0WEr.&
ViLCULATIONS
A-2
GPOLMFLCOAkAKGENE41ALNCTES.
A-3
MW A SIVIOND FLOOR PLAN SCALE
JPAATIAU
FIRST A SECOND FLOOR PLAN tW 9C,%1
LOP Gn%VWAL SECTEft " PW SCAL13
A-4
SUILDOW CROS5 BECTICH 94 lw 9CAUn
CAM SEC11104 C-CVM* SCALE)
ROOF ' ' SECTION DO VA1* SCALE)
A.1
TYPICAL EnEMA WALL BECTON DETAL
TYPICAL PAP".WALL SECTION DETAL
5-1
FOOTM APO PCLOCATION WALL PLV(
CONCPcm a STEIL SEAM DETAILS
9.2
ffrpvjcnpAL kcrEl A MALS
QPcLmR"OAW-uAMwFLOOPnvA--O
PLAN.
PAST PIMA "MIS, SE=c FLOOR RVAfto
PLAN
94EMWALL404EDJLL STPUCTLOAL DETAA.3
9.4
1ecCPAD FUDO4 WALLS. POOF FR.AWQ PLAN
efrit
D-IEARWALLS043XLE
Ci
WM UPAPtACE EQSnmG 11 FPA51q GRADE
t im-L.
LS-i
LAPAOSCAMNO PLAN A PLAPer LEGEND
valimmuc-am . C-:rm A�
)PftoxjED pS 14ollED
9 � "wicr-R114
"PARK PLACE EDMONDS"
A SIX UNIT CONDOMINIUM
40D HOWELL WAY
--.EDMONDS-WASHINGTON 98020. TAxA=.wo._m,
— L-3—
r.-pr Q L^A%
F*04-54 dckM
*-.aL= LAW-
APPROVED FOR
sr—m sect)00 A -A:
Mx- 1--c
S.W rr.
rTcw
JAMES R. IRW]N & ASSOCIATES A-1 .
***ARC1MC-r*** -
8000 2i:!TH S.W.. FDmONDS, WA. 98026
TELEPH0,4E. (mo 542-90_1_,
VF-D
1 2004
31DEPT,
�I
2!111111111111118
GENERAL 1`4'0-�S
11- ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH W. S.D. O.T./A. P.W.A. STANDARD
GPEC*ICATIONS OR AS DIRECTED BY THE CITY OF EDMONDS.
2- ALL LOCATIONSOF EXISTING UTIILITIES SHIOWN ARE APPROMMATE AND IT SHALL BE THE
RESPONSIBI[ILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS TO AVOID DAMAGE OR
DISTURBANCE.
3. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UNTIL IMMEDIATELY
PRIOR TO PAVIING.
4. THE TEMPORARY EROSIOWSIEDIMENT&TION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO
ANY GRADIING OR EX I LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY
EROSK"SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED
UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON SITE EROSION HAS PASSED.
5. ALL REOUIRED STORM WATER RETENTICIWDETENTION FACILMES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO ANY PAVING UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC
WORKS.
6. DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS -OF -WAY SHALL HAVE LOCKING LIDS.
7. ALL DISTURBED SURFACES SHALL BE SEEDED WTH TOUGH, HARDY, FAST GROWNG GRASS UNLESS
LANDSCAPPINGIEROSION CONTROL MEASURES ARE EMPLOYED.
8. UNLESS OTHERWISE t-TED ALL STORIM DRAPJAGE PtPING 8". 12", 18", 24". 36". 48*, & 54"
INCLUDING DETENTION PIPE WILL BE 16 GAUGE GALVAN1Z'ED STEEL AND SHALL USE TREATMENT 1.
9. GRASS SEEDING WILL BE DONE USINC, AN APPROVED TYPE HYDRO -SEEDER, OR AS OTHERWISE
APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND
WILL NOT BE RELEASED UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE APPROVED BY THE
CffY OF EIDWWDS DEPARTMENT OF PUBLIC WORKS.
10. PIPING SPECWVATIONS AS NOTED.
11. ALL STEEL PARTS WLL BE GALVANIZED AND WITH TREATMENT #1 (ASPHALT COATED).
12. ALL WORKAND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF SEWER, WATER, AND
UNDERGROUND POWER SIHALL CONFORM TO STANDARD SPECIFICATIONS FOR SUCH WORK IN
ACCORDANCE WITH CITY OF EDMONDS AND SNOHOMISH COUNTY P. U. D. STANDARDS.
CONS )TRUCTION SEQUENCE:
1. ARRANGE FOR A PRE -CONSTRUCTION MEETING WITH CITY OF EDMONDS SITE
INSPECTION, (206)771-0220.
2. CALL DIALDIG(UTILITIES UNDERGROUND LOCATION CENTER) 1-800-424-5555.
3. INSTALL EROSION CONTROL SYSTEM
4. INSTA�L UTILITIES INCLUDING SEWER, STORm DRAINAGE, WATER, POWER,
TELEPHONE, ETC.
5. COMPLUE PROJECT CONSTRUCTION
6. CLEA14 UP STORM DRAINAGE SYSTEM.
7. REMOVE EROSION CONTROL WHEN SITE IS STABILIZED.
Rw Fdx% MAWW 6V WiCW Mfg.,'
rbyrby!4a&wk*:
rl
ROUND SOLID LOCKING LID AO.FJS1 FRAME AND GRA7,E
SUCH THAT RESTRiCTOF/
POLLUTION CONTROL DCWCir
pro 71.SZ. IS VISIBLE AT EDCE Or 6�iNINC
AND DIRECTLY OVER STF-PS
A
PhArD)rt AW
EL - &T. ez
1.672- Mim
OUTLET
ALL STEEL PARTS AND 2' 0, in
SurtrAcis MUST BE GALVANIZED
AND APHALr rOArCO (7P1*ATAffNr
it 00 efyTrR) compt r Tr
CC*POSION PROMCDOW MUST BE
ASSURED
RtSMCTOP PLATr WTH TL79- DIA
OPInCr CUT IN PLATE. MACNINr
C*uED. SHARP rDCED opiricr
0 ESTRtCTOP PLATE WTH 0.65' DIA
OWICr CUT IN PLATLr. Woo<
DMI.LED. SNAPP rDaD ORIFICE
HANDLE
-me- 24-
36-
30'
FROP 'T
SHEAP CATE
SEE DETAIL
2* Min.
64.00' -
i PROPOSED
18. 5 0, --1 '00 SUL LINE
__0_ r_MP C C4, CMP
V
-0.5% A
I'* . )')' --)'6'VCMP 1,01 1
A3/ L
48' TYPE 11 TYPE I-L
eo
DE TENT HINA]UTF ALL SYSTEM DETAIL
_02-
ESC Minimum Requirement - Stabilizaon of Exposed Areas. All soils exposed by land
d.stwbing activities shall be stabilized by suitable application of 13MPs, including, but not
runited to sod, hydroseeding, or other vegetation, plastic covering, or mulching. All 13MPs shall
be selected, designed, and maintained in accordance Wth the Manual. The exposed soils shall be
stabilized according to an approved timetable. (Typically,.no soils shall remain exposed for
more than two (2) days from October 1 through April 30 and no more than seven (7) days from
May I through September 30).
Cuts A
5
IN
@*W Wow mW. ftW knw poells
Fitw Fabric
Maww N
r by r by 14 Ga. Wire
Fabdo or equIv. *%,
Am 3/r- 1.37 "r-
w" gravW becIM ----- 40,
In � m d wid on balh aides
of ow hN labric an
=1111011 r Min.
2- by 4- wood post
At S*W lance ;:W
10 um
f
MINT MATERIAL
I _�. . .
TRIP (TYPICAL$
MOTC,
01
P_ LA F_V.
1-)(. 75. 12,
FIN '715. IL lbe OfL
Ad
V4 j
P)
--rt4. Hla414
_F
i,-dFt r _WCA.
Fit47612 T -4Z, i a 4 e, i
ri 1, YD M G) .)
0 C 4 A COE 72-07 New 1129*4c.
w
17e...07 w i5LrISrrIw
A W *1A.
A
6", PVC - ,§>.3-'q /*
in,
L-lw&-
lze..rlp
AT LDCAtICNS VNERE NCV *AWS ABUTT EXISTING CUIRIL
GUITCRL F'LANTCN STRIPS. AND SIDCVA"L CONSTRUCT
KV RAMPS TO NATCH ADJACCIII UIRFACES,
H&HIDOO&P MUP TYPIE 16 TO
41 HINIMU14
VARIES.
r _00R - - - - - - - - -
1,12 KAX SL A 4P
CUR 9 AND GUTTER C [IMPACTED SUBOR ADE. ADD CRUSHED
-*(STRUCTICIN ONLY) ROCK BASE AS REQUIRED
12" min. -
4'- ir Ouarry SPa113
1001
/ 0$0.
, !-s'
0/
/0,
0*0
a
PMV!de FUH VVidth of
Ingress/Egress Area
�WA% A
de
:71 .7
-,as
K
NIL0
0 Aepov&
__.-0 0 A
A.-
ct)
--new w#%r-
Do. t
A Palafll. LOEI
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A= =_=1
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14 F11111-94114N4
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IF
A=IliI4rMk=CAL. slis pwa
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A- Foirt CA.&
W_
0 FPO FtSlla 0. C�kj T:Zj R. L. AJ F_-5 +*AVZ
HoWeL.L. _17
LEGAL DESCRIPTION: .4 V1
0
go
SEC 26, TWP 27, RGE 03, HT-4) BEG NE COR
I .
NE 1/4 14E -1/4 TH S 350 FT'r W 150 FT TO TP8
TH CONT W 140 FT TH SO 112 FT TH E 140 FT
TH N 112 FTTO TP13
A,
TI?
JAMES R. j_&%W.W & ASSOCIA S
.,***ARC=Cr***
8000 212TH S.W., EDMONDS, WA. 98026
TELEPHONE: (206) 771-8041
I
4
LANDSCAPING I FGEND:
TREES: A
ACER CIRCUMNAT'UM
"VINE MAPLE" 1"DIAM
MULTIPLE 3-STOCK MIN.
B'
PRUNUS-SUBHIRTELLA A U-TAJMNALIS -
"FLOWERING CHERRY% 1 112' DIA.
C
ACER PALMATUM (JAPANESE MAPLE -GREEN)"
3" DIA. STOCK
D
ACER PALMATUM (JAPANESE MAPLE- RED)"'
X DIA. STOCK
E
CORNUS FLORIDA (PINK DOGWOOD)
1 1/2" DIA. STOCK
SHRUBS F
RHODODENDRON �UNIQLIE'
24-'HIGH - MIN., 42' O.C.
G
RHODODENDRON "MONTAGUE"
24" HIGH - MIN., 42" O.C.
H
VIBURNUM DAVIDII
18' HIGH - MIN., 2 GAL, 36" O.C.,.
JUNIPER CHINENSIS PFITZERIANA
(JUNIPER PFITZER), 2 GALLON, 42' O.C.
POLYSTICHUM MUNITUM (SWORD FERN)
I GALLON, 30"O.C.
GROUND COVER
K
ERICA CANALICULATA (HEATHER)
SPRING WOOD WHITE, PINK,
1 GALLbN, 24"O.C.
L
LAWN
TRANSPLANTED
FROM ORIGINAL LAND,9CAPING, ALTERNATE A & E
JOB NO.:
DRA"t
DAM :2.1 -`J7
will I Imil mill,
a FIN +.15 -mp
Eg. 4 .15
+
ca)
Hl"q
F-Y, 1,15 r-F_PCP—
ca OT co
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t4 srrt-
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F=. PPO
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14 7
L.16H-r-15 6'Hs�A14
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- ------------- 60 P en
MrY Ind E I IIJ
emrl, 1. T:r,4 F�ISZS H*fc,
17
LEGAL DESCRIPTION -
SEC 261 TWP 27, RGE 03, RT-4) BEG NE COR
NE 1/4 NE 1/4 TH S 350 FT.TH w 150 FT TO TPB
TH 6011T 1,119 FT TH SO 112 FTTH E 140 FT
TH N 11 � FTTO TP B
e.;'Ccv�jc.. EIX-V.
COMM vv'A'L_r�
e; - FIX is-r. 5��CtAA,
-Gv-wm
r-LEV.
Wr 5.,
VZ 2�1
F_IE.V. -
0
109"
GOU N
,S/-" -7Z -
�/, 21, -, o �25: 11AW
-:- N
�Ifl
4
GENERAL NOTES
CONSTRUCTION SEQUENCE:.:.
t -ALL WORI( AND MATERIALS 94AU MIN ACCORDANCE WITH W. S. D. 0-T-1A- P. W.A. STANDAPID.
1. ARRANGE FOR A . PRE -CONSTRUCTION MEETING WITH CITY OFEDMONDS SITE
SPECIFICATIONS OR AS DIRECTED BY THE CITY OF EDMONDS.
INSPECTION, (.2M771-=.
2. ALL LOCATIONS OF EXIsTm uTILM sHom An APPRommTE ANo IT SHALL BE THE
2- CALL DIALDIG(UT.ILITIES UNDERGROUND LOCATION CENTER) 1-800-424-5555.
RE wi-CRISIMILI I Y OF THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS TO AVOO DAMAGE OR
3. INSTALL EROSION CONTROL SYSTEM
3. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UNTIL INIMMATELY
4. INSTALL UTILITIES INCLUDING SEWER, STORM DRAINAGE, WATER, POWER,
PR TO PAVWGL
TELEPHONE, ETC.
4. TW TEMPORARY ER 0;W,w&tEDMi1ENTAT*NcoNTROL FAcnjwSKkLL RECONSTRUCTED PRIOR To'.
S. COMPLETE PROJECT CONSTRUCTION
ANY GRAOM OR PMSIVE LAND, CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY
CONTROL PLAN. THESE FACIILITIES MUST BE SATISFACTORILY MAINTAINED
6. CLEAN UP STORM DRAINAGE SYSTEM.
UNTILCONSIRUCI 0 COMPLETED AND THE POTENTIAL FOR ON SITE EROSION HAS PASSED.
.7. REMOVE EROSION CONTROL WHEN SITE IS STABILIZED.
5- AL-L REOURED STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUCTED Aill) IN
Fftr Fatris MROW OV OW M11L
OPERATION PRIOR TO ANY PAVING UNLESS OTHERWISE APPROVED 13Y THE DEPARTMENT OF PUBLIC
UN w w" Ow Is *wUh-
WORM.
rbyrbyt4ftwn'
F
8. DRAPIAGE STRUCTURES NOT ON PUBLIC RIGHTS -OF -WAY SHALL 4h LOCMG LOS.
n
n
7. ALL DISTURBED MMACES 04ALL BE SE MH TOUGH. HARDY, FAST GROWING GRASS UNLESS
LAMMAPPING&VOSION CONTROL MEASURES ARE EMPLOYED.
UNLESS OTHERWISE NoTEDALL STORM oRArNAGE Pmmrc s,-, 12-.18'. 24'. 36. 48'. & 54*
7,
L
PMUOM DETENTION PIPE WU BE 16 GAUGE GALVANIZED STEEL AND SHALL USE TREATMENT 1.
in r by ir vw%ch
9. GRASS SEEWO WILL BE DONE USM AN APPROVED TYPE HYDRO -SEEDER. OR AS OTHEMS-r-
APPROVED BY TK CiTYOF EDMONDS DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND
(rMaL
WILL NOT BE RELEASED UNTIL THE GRASS IS ESTABLISWED UNLESS OTHERWISE APPROVED BY THE
Lr r by r wwd pmts. wb~w
Cffy OF EoMof" DEPARTMENT OF PUBLIC WOR".
o*W slim or ftW *w pods
10. PwM 13 AS NOTED.
1111. ALL STEEL PARTS WILI�IM GALVANIZED AND WITH TREATMENT 01 (ASP14ALT COATED).
1Z ALL WORK AND MATIERKS FOR INSTALLATION AND CONSTRUCTION oFsEwER. WATER. AND
rbyrby14UWk*
t
UNDERGROUND POWER POLL CONFORM TO STANDARD SPECiFir-ATioNS FOR SUCH WORK IN
Febria or equk.
A=RWNM VVITH CITY OF EDMONDS AND SNWOMISH COUNTY P. U. D. STANDARDS.
N
in?
Nme �"w 3wr 1 r
wed Wers! becklill
InVeivel wWombobsWas
POUND SOLID LOCKING to ADJUST FRAME AND GRATE
SUCP4 TP4AT RESTRICTOPI
of Ow lence ftbrio an
. . -
m1n.
POLLUTION CONTROL DEVICE rbycwmdp I od
IS 14SIBLE ATEDCE Or ClPrNINC
Pro 71-07- AND DfPECTLY OVOER STEPS
Sq L-r rsp.cjs
MO?r- ALL S?M PARTS AhO 2. 1;"
"rACrS MUST K GAL VANIZrD
JVD APKALt COATED OPEAWfir
OR KtTrp) COVOLrif
PROTC71001110 MUST or
RffWMP PEAIr MTN 1.79- DIA
AWVr CUT P1 PLATE. MAOMr
DftLCD. SO4APP EMD OPWICE
RCSIPPCTOR PLA Tr WrN 0 65' DIA
&PIna CUT AV PLATE. MA0#ftr
0P%_'ED. !DWAPP EDGED O91F10E
Ort
HANDLE
2&-
36'
30'
A%*- rR00 ..a.-O 5n
'SHEAP GATE
SEE DETAIL
2' M-
o/ 2' Mim.
4 T Y F I I
64.00* -
PROPbSED
18.50' —71-S2- '-3011- LINE
7b-ft 301 CMP 2' 24' CMP
n.5%
60, 36'�7CMP
2d.iq Pw- 48' TYPE 11 TYPE I-L
6or
s
DETENTION/01-ITFALL SYSTEM DETAIL
99r, Minimum Analrement - Stabilization of Ex=ed Arent. AR solls exposed by land
d.shubing activities shall be stabilized by suitable application of BMPs, including. but not
Irrifted to sod, hydroseeding, or other vegetation, plastic covering, or mulching. All BMPs shall
be selectedl, designed, and maintained in accordance with dw Manual. The exposed soils shall be
Stabilized accoirding to an approved timetable. (Typically,no soils shall remain exposed for
more than two (2) days from October I through April 30 and no more than seven M days trom
May I ftough SwItember 30).
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A? LOCAMM VWNC kW ON" AWT VC
co F. 7�1 = 1
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COWACTED VJrAAK. AID CRUSKII
Cuts Na GLITTM
t—wsuxtlom UK" N= RASE AS REOWNED -r
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Nov Full Wkfth 01
ftMalftTlISS Area
SEC 26, TWP 27, RGE 03, RT- BEG NE COR
NE 1/4 NE 1/4 TH S 350 FT W ISO FT TO TPB
TH CONT W 140 FT TH SO 1 2 FT TH E 140 FT
TH N 112 FT TO TP9
f , -:' -, :
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04
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INDEX OF DRAWINGS
CITY OF EDMONDS & CODE INFORMATION
ALL NEIN, EXTENDED RE -BUILT Oe rd Any request for modification, variance or other
ARCHITECTURAL DESIGN BOARD APPROVAL: ADB-96-96, SEPT. 4, 1996 ARCHITECTURA AL UTILITY AW/OR administrative
RELOCATED ELECTRIC CED UNDER6ROUND, deviation (hereinafter "variance
nmi nour, ir%nr- A-1 SITE/ROOF PLAN CODE INFORMATION SERVICE SHALL BE PLA must be specifically cE lied out and identified. Ap-
proval of any plat or plan containing provisions
which do not comply th citycode and for which a 14 11::�l 0 C�S_ PA19-1 64-
a L variance has not beer specifically identified, re- FP_"Cr__ - R6VVnVr_ 1. 1 , I -V�PpcnK <�<Jtrj�
--A 1-.. 11-- I 0<�, ci L_IQ1::_ P-L4-.15
moRd ---- !0 __ - __ r - 5-L - - &.
-7 - ' ' ' Y -, .
official in accordancev� ith the appropriate provisio
of city code or state IaA does not approve anyl!g_n3s,
C-OR15 �WAL_4_-
not to code specificati( n.
LOS !�r ReV5
I* ST7-
(IPA P r--
_,AC
U t4 mr:,
-rye
4
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CYA(4 RIS-PXI"
Y0,L_L_--r0 66-
Ifi
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14'
nfle�, To rr�_-
0
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(9 R rLzm e-LEY. en, 0
If--LJw& c1P F
AK6 554-- It e?MCLCRF_ t;4-reJ/A F.Lr-V. 105 - XfWr.
F_ __1z0C;rCjQ_r_
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494r, �,4,,�' -67 1 T
c R Ll*�-to
I - -
i 4t- 0 L,,&, E5 W1
EY, I>. k,06
ACTUAL ALLOWABLE HEIGHT 105.4 FT. + 30 FT = 135.4 FT 4-S.1 rlz� UIWE. n 01
(USING 4:12 ROOF SLOPE ALLOWANCE)
r-IZF-
NOTE: ACTUAL BUILDING HEIGHT IS REFERENCED ON THE BUILDING ELEVATIONS, SHEET A-4,
BOTH RELATIVE TO GROUND FLOOR ELEVATION 0.0 FT. AND BUILDING HEIGHT DATUM 100.0 FT. CITY C-1 L +
GUILD,NG
W 9-W dew-., A
ei Lie-
r) I
WOW
I fr. S S C)
ADDR- t�Y_ 5 T 1-1�F�'5 , rA.1; �, r_44 _A� - WIA
GENERAL & MECHANICAL NOTES ARE LOCATED ON SHEET A-2 r,�Vr_
LJ I �,/K,5,Hons et5r6cl; I Ck:9-C7-
OWNER
"V OD
off-
yyt-%7
7 WAF"t�, r-l-, -'3. 1 T. 5,
A OVED DATE: wfmoc Q
PPR 411
HEIGHT CALCULATION: I n rl I -I, -Pu�
CLDG.- OFFICIAL k7' )3 M rj �;uavolo� rr,
NOTE: BOTH EXISTING AND FINISH GRADE LINES ARE SHOWN ON THE SITE PLAN AND ARE pr.nj.jIT j4Ur.10ER 44
INDEXED TO THE GROUND FLOOR ELEVATION 0.0 FT.. FOR THE PURPOSES OF HEIGHT
CALCULATION OF THE BUILDING RELATIVE TO EXISTING GRADE, A DATUM POINT OF 100.0 IS 1245 q L-IQS.
SHOWN AS THE STEEL GRATING OF AN EXISTING STORM DRAIN LOCATED NORTH OF THE
NORTHWEST PROPERTY CORNER.
r-JI41S4 0 FZA
CALCULATION: 105.4+,105.4+105.4+105.4= 421.6/4= 105.4 FT AVERAGE
EXISTING GRADE FOR THE BUILDING ViLb
ACTUAL ALLOWABLE HEIGHT 105.4 FT. + 30 FT = 135.4 FT I;r"r Vol W I itl�
(USING 4:12 ROOF SLOPE ALLOWANCE)
NOTE: ACTUAL BUILDING HEIGHT IS REFERENCED ON THE BUILDING ELEVATIONS, SHEE TAA,-,, IWJK�Lvj 4iC_A61ftr, IIcS,/r_i_LWAY
BOTH RELATIVE TO GROUND FLOOR ELEVATION 0.0 FT. AND BUILDING HEIGHT DATUM 100.0 Fr.
t;uuta: U01" 1V!j%, kul-411-UHM I I I I
FULL SITE SECTIONS - EAST TO WEST &
1994 WASHINGTON STATE ENERGY CODE LOT LINE S,TAKES. I MUST NORTH TO SOUTH, 13UILDING HEIGHT
P_ T TIME 0
CONSTRUCTION TYPE: V, 1HR EBE IN PI-ACEATTIME OF CALCULATIONS
FOUI S CTIO
3 STORYISPRINKLED TI
FOUNDATION INSPECTION IA-2 GROUND FLOOR PLAN, GENERAL NOTES,
ZONING: RM 2400
MECHANICAL NOTES
OCCUPANCY TYPE: GARAGE S-3 APPROVAL OF THIS FOUNDATION DESIGN A-3 FIRST & SECOND FLOonPLAN 1/4* SCALE
IS CONDITIONAL SUBJECT TO INSPECTION (PARTIAL)
STORAGE ROOMS S-2 OF EXISTING SITE CONDITIONS. FIRST & SECOND FLOOR PLAN 1/8' SCALE
RESIDENCES & R-1 RETAINING WALLS MUST BE DESIGNED AND
COMMON AREA CONSTRUCTED TO RESIST THE LATERAL A-4 BUILDING ELEVATIONS, BUILDING
PRESSURE OF THE RETAINED MATERIAL LONGITUDINAL SECTION A -A (114- SCALE)
OCCUPANCY LOAD COM13INED: 73 PROVISIONS MUST BE MADE FOR THE
(7(',"ThOl. AND DRAINAGE OF SURFACE A-5 BUILDING CROSS SECTION 8-13 (114" SCALE)
SEISMIC ZONE: 3 -T`11�JUINP RUILONGS. ROOF CROSS SECTION C-C (1/4"SCALE)
tI ROOF CROSS SECTION D-D (1/4' SCALE)
AREA SUMMARY: OCCUPANCYz LOAD W1NDCW SCHEDULE
73 TOTAL
GROUND FLOOR: A-6 . TYPICAL EXTERIOR WALL SECTION DETAIL
GARAGE AREA: 4514.25 SO. FT. 22.57 TYPICAL PARTY -WALL SECTION DETAIL
STORAGE AREA: 728.5 SO. FT. 2.4h STRUCTURAL
COMMON AREA: S-1 FOOTING AND FOUNDATION WAH PLAN,
(STAIRS, ELEV., MEC" RM & ENTRY) 967.25 SO. Fr. 3.22 CONCRETE & STEEL BEAM DETAILS
COMBINED GROUND FLOOR: 6210.00 SO, FT, S-2 STRUCTURAL NOTES & DETAILS
FIRST & SECOND FLOORS S-3 GROUND FLOOR WALLS, FIRST FLOOR FRAMING
FIRST FLOOR AREA:(DECKS NOT INCL) PLAN,
5652 SO. Fr. 18.84 FIRST FLOOR WALLS, SECOND FLOOR FRAMING
PLAN
SECOND FLOOR AREA:(DECKS NOT INCL) 5652 SO. FT. 18.84 SHEAR WALL SCHEDULE, STRUCTURAL DETAILS
S-4 SECOND FLOOR WALLS, ROOF FRAMING PLAN
COMBINED FIRST & SECOND 11,302 SO, FT, 37.68 SHEAR WALL SCHEDULE
(DECKS NOT INCL)
COMBINED GROUND, FIRST A SECOND 117,512 SO. FT, glyi
DECK i AREAS: C-1 SITE DRAINAGE, EXISTING & FINISH GRADE
CONTOURS, - . .
C.-2 (::�F_-AUft,10 F'L,")
FIRST FLOOR DECK AREA 1084 SO. FT. 3.61
LANDSCAPING
SECOND FLOOR DECK AREA 1044.5 SO. FT. 3.48
LS-1 LANDSCAPING PLAN & PLANT LEGEND
COMBINED TOTAL DECK: AREA 2128.5 SQ,FT. ExTERIORLIGHTING Ate,
&�rqc-, --5F:ee_-S cr-A -, CT-i5 T=zniz
LOT COVERAGE: WYV?.n�kc- h5�YkCj :5\t5T-tf�7M-
Uqoi_lt�169 _r\1RCAt_L1\f
LOT AREA (107" X 140') 14,980 SO. FT. 7-U
ALLOWABLE LOT COVERAGE (45%) 6,741 SO. FT.
F� y rigs A-y_--154A_LA1 I V-1
ACTUAL LOT COVERAGE 6,736 SO. FT.
ACTUAL LOT COVERAGE PERCENTAGE 44.96 % -PLAt4 M 0 5�-( A7VT�� -43� �n rz�- A05 41il
-1-006-0008
' `94
k
TAX ACCOUNT NUMBER: 262703
V�' 4-1 -74
LEGAL DESCRIPTION: BEGINNING NE COR OF THE NE 1/4 OF THE NE 114 OF
SECTION 26, TOWNSHIP 27, RANGE 3 EAST, W.M.; THENCE SOUTH 350 FT, THENCE WEST''169
FT TO THE POINT OF BEGINNING; THENCE CONTINUE WEST 140 FT,T`HEN10E SOUTH 112
`�11; V
THENCE EAST 140 FT; THENCE NORTH 112 FT TO THE POINT OF BEGINNING. COUNTY 0-F VIAU
SNOHOMISH, STATE OF WASHINGTON
MUM
STREET ADDRESS: 400HOWELLWAY
EDMONDS, WASHINGTON 98020
HEIGHT CALCULATION:
J)
NOTE: BOTH EXISTING AND FINISH GRADE LINES ARE SHOWN ON THE SITE PLAN AND ARE
INDEXED TO THE GROUND FLOOR ELEVATION 0.0 FT.. FOR THE PURPOSES OF HEIGHT,
00.01S iv
CALCULATION OF THE BUILDING RELATIVE TO EXISTING GRADE, A DATUM -POINT OF 1
SHOWN AS THE STEEL GRATING OF AN EXISTING STORM DRAIN LOCATED NORTH OF THE..
NORTHWEST PROPERTY CORNER.
CALCULATION: 105.4+105.44-105.4+105.4= 421.6/4= 105.4 FT AVERAGE
EXISTING GRADE FOR THE BUILDING
0
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=%
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JAMES R. IRWIN & ASSOCIATES
ARCHITECP
8000 212TH S.W., EDMONDS, WA. 98026
I'ELEPIIONE: (206) 542-9191
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wllv- 6 ow I
1400 HowelL
6�11T PZ-24/1/
IR
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COVER WITH
ADJ. FRAME
220 Ibs. 04_r_�-
H20 TRAFFIC Z
SUITABLE IN OFF-STREET LOCATIONS
WHERE NOT SUBJECTED TO
PAGH DENSITY TRAFFIC
27'
HINGES -*--J 4-5a'INSENTS
62'A" 311V
VAULT MEML
-62VY' No. 25-SA Bain. Rlt
27"--H
1880 IbS.
2r
12" 7' DIA, HOLE
EACH END
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1,j" A.IUSTIVIENT
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0 30-
BAME ll:.F.FLr
OR W
AIFLr
L
CHANN / 8" LG. "C� CHANNEL 20' LG. Weir dl hDIe
';.d
"C'- CHANNEL 23' I.G.
Section A -A, Section B-13
WNS�vp PIS r.
51/2 I"R
I i � T T E R
R. d PAVEMENT WIDTH
UPT
7
L_18"STANDARD_] N,
44 A" IERIAL
A
CONCRETE
5" TYPICAL
F:
9' DFaVEWAY
4
it
4-
VA
4
_WE:WeA,74 CC14
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GRADING SUMMARY.
FILL
rr VtUI_
COMBINED THROUGHOUT SITE 492 CUBIC YARDS
Primarily east and south, sides of structure F 'w
I r:;xii5rr_ ciiw�t!� L�IH15_
REMOVAL (CUT)
R:D. l.', ge
COMBINED THROUGHOUT SITE 148 CUBIC YARDS
excavation
Primarily ground floor
640 CUBIC YARDS
COMBINED CUT & FILL
a I
loll NIDA
"PAR" "' OK r 0 P'L 'Am E, I E wLj'q" M 0 N % j
DAM
A SIX UNIT CONDOMINIUM
9MM, 0., 10--V7 400 HOWELL WAY I
EDMONDS, WASHINGTON 98020 TAX ACCT. NO. 262703-1-006-0008
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JAMES R. IRWIN & ASSOCIATES
***ARC=CT***
8000 212TH S.W., EDMONDS, WA. 98026
TELEPHONE: (206) 542-9191
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-.-- .-iiiiiiii-101111 I WAMENONME�
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. GENERAL NOTES
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ALL WOIRK AND MATIERIALS SHALL 13E IN ACCORDANCE WITH W.S. D.O.T./A. P.W.A. STANDARD
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SPECIFICAtION6 OR AS DIRECTED BY THE CITY OF EDMONDS.
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ALL LocATIbN8 or EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
I
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IRESPONgibIL" OF THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS TO AVOID DAMAGE OR
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ALL INLET AND CATCH 13ASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UNTIL IMMEDIATELY
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THE TEMPORARY tkOSION/SEDIMENTATION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO
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ANY OkAbIN(3 0`0 tXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY
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F-ROSICIN18EIJIMItNtAtION CONTROL PLAN. THESE FACILITIES MUST 13E SATISFACTORILY MAINTAINED
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UNTIL d6N6tkUdtI6N IS COMPLETED AND THE POTENTIAL FOR ON SITE EROSION HAS PASSED.
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ALL REQUIlItt) STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUCTED AND IN .
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oPERAtIoN 014i6k to ANY PAVING UNLESS OTHERWISE APPROVED 13Y THE DEPARTMENT OF PUBLIC
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DRAINAOE &RUCTYRES NOT ON PUBLIC RIGHTS -OF -WAY SHALL HAVE LOCKING LIDS. .
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ALL DISTUI113tb bURPA ts SHALL BE SEEDED WITH TOUGH, HARDY, FAST GROWING GRASS UNLESS
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LANbSdA0PINd/kRoS'ION CONTROL MEASURES ARE EMPLOYED. .
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UNLESS 6THthWI68 NOTED ALL STORM DRAINAGE PIPING 8", 12", 18", 24", 36", 48". & 54"
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INCLubihij btttNtIdN PIPE WILL BE 16 GAUGE GALVANIZED STEEL AND SHALL USE TREATMEN T 1.
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GRAs8 bktblNo WILL BE DONE USING AN APPROVED TYPE HYDRO O
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APPROVEb V tHt tITYOF EDMONDS DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND I.
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WILL Not §9 OktASEb UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE APPROVED BY THE - .
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ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1 (ASPHALT COATED). �
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ALL WOkKANb MATERIALS FOR INSTALLATION AND CONSTRUCTION OF SEWER, WATER, AND
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AccoRbANC' I- WITH dIfY OF EDMONDS AND SNOHOMISH COUNTY P U D STANDARDS
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