22901 EDMONDS WAY.PDFIIIIIIIIIIIIII
11001
22901 EDMONDS
WAY
0,
ADDRESS:
TAX ACCOUNT/PARCEL
BUILDING PERMIT (NEW STRUCTURE)
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: qq-5-0�5-1,52-- DETERMINATION: [J Conditional Waiver 0 Study Required
%-5-7 ' -
DISCRETIONARY PERMIT #'S: lr-!�22--,5-3
DRAINAGE PLAN DA
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
m
PERMITS (OTHER): '?'7-Z-3-?Z22 �
00 00-��3
(V 4 7
Z) 3 -5� 3 Olyo,
PLANNING DATA CHECKLIST DATED:
Iq
I �,
SCALED PLOT PLAN DATED:.
SEWER LID FEE $: LID
SHORT PLAT FILE: LOT:
SIDE SEWER AS BUILT DA'
SIDE SEWER PERMIT(S)
GEOTECH REPORT DA'
STREET USE / ENCROACHMENT PERMIT
WATER METER TAP CARD DATED:
BLOCK:
-17P4,Sich f)l- U-2L/ A/ - U0-a-/PjM/y - Cl 7-c�,
LATEMP\DSrs\Fbffns\Sn-eet File Checklist.doc
#P20
of EDAf
0
City otdmonds
Development Services Department
Planning Division
Phone: 425.771.0220
C. I S C) Fax: 425.771.0221
The Critical Areas Checklist contained on this forin is to
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City Hall (Critical areas inventories, maps, or soil
surveys).
Date ReceieT- 12 7 - 0 It
City Receipt #: 19L�,S So
Critical Areas File #:
Critical Areas Checklist Fee: $135.00
.Date Mailed to ADDlicant:
A property owner, or his/her authonized representative,
must fill out the checklist, sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file this application on the behalf of the owner as listed below.
SIGNATURE OF APPLIcANT/AGENT —DATE I�L'ZS—
James M. E
Property Owner's Authorization , gge
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of 'inspection and posting attendant to this application.
SIGNATURE OF OWNER
Owner/Applicant:
Westgate Chapel, Inc.
Name
22901 Edmonds Way
Street Address
Edmonds, WA 98026
DATE
Applicant Representative:
Jim Egge
Name
10807 25th St. S.E.
Street Address
Everett, WA 98205
City State Zip City State zip
Telephone: 425-776-4673 Televhone: 425-377-1703
sjacobson@westgatechap-el
Email address (optional): tm�'IFUdress (optional)
jamese—a@msn-.com
0
01
#P20
Critical Areas Checklist
Site Information (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location: The site lies north of 228th St.
2.
.3.
4.
Property Tax Account.Number: 0 0 5 4 4 3 0 0 0 0 6 2 0 0
CA File No: A — k6
SW between 93rd & 95th
(see map) . Aves.w.
Approximate Site Size (acres or square feet): approximately 1.3 acres
Is this site currently developed? X yes; _ no.
If yes; how is site developed? There are 5
single family homes and assoc. outbuildings
5. Describe the general site topography. Check all that apply.
X Flat. less than 5-feet elevation change over entire site.
X
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Siteciontains areas of year-round standing water: No Approx. Depth:
7. Site contains areas of seasonal standing water: No ;Approx. Depth:
What season(s) of the year? n/a
8. Site is in the floodway no floodplain nja of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
n/a Flows are seasonal? — (What t . ime of year?
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawn, shrubs etc) - typical urban lot development.
11. Obvious wetland is present on site: no
For City Staff Use Only
1. Plan Check Number, if applicable?
2. Site is Zoned?
3. SCS mapped soil type(s)? A�,� DOC)d (_ D,>_b,
�., L_
ro i =;#- c,
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
5. Site -vyithin designated earth subsidence landslide hazard area?
ZA A -6-1 n0C&_A&-fi %. 4 k A
DETERMINATION -
STUDY REQUIRED WAIVER
Reviewed bv-
Critical Areas Checklist/3.25.2004
I
L VICINITY MAP
_777777—
___77
RM1.5 928
as&
A
Y.
J�
R
.4
t';r,
7,
MAN' MO
LE —GAL PUCRIP'no-N
jEl-3
7 LOTS, Nnou� 11. P,.ATZ ADO"..
Pi -AT N REW RE�M N 101-E 16 OF
N�'AM 10 RE�S OT SNONW�SN C�l
A P_S
ON,
IN
Rn,;
i. � Av,
r
'o NAT PORTHOII a THE N NEAST WAA� W NE
.4 -IVNEAST W-TEII � TNE ��TNEA51 OU.TI a
mcnOm ". �O 17 —N. RANU 3 WT%
OES�OKO AS
SENG AT A M., � TNE "s E v SAID
y rl- _.. I,_ �S — 3�*." EAST 1.
WESTGATE MET
4
z —THE IT INM �O,
CHAPEL
SO" EAST _G
EXISTING
SECTION UNE 11. �T; N�f SOAT,, MIS
MI, 111,17 IM III �l ROAE* NEN N�TN
IS 10 1 75 FUT
BUILDING .�w EAS "0 'T
BE= Cf. = ASE..CT ., R:DCE AMS
M� -0 Z -�-. TO E ..K(tO ��T
4.
NCIIEOI'k "CEPY ME NOANEASTEALl X �T
TI DON�� TO SNON—SIN NTY FOP RDAE�
82 y OEED �ItM I RU No
t<
NE �N�STI 12 FEET OF TINE F�O
DESVIQED -CT
BEOIC AT A FNO(NT ON NE EAST -E V
SECT 3A. TO�SMtII 27 44YtTIN, ItANCE 3 EAS%
A.. -S""' CAS'
S c� TNEN,:E
E
Y. "' EAST 'a. TEE ; —a _N
'D as& FE T TO NE COIJ—
ISWOO
A R.AZI. ll��STN�=N �f
C� 1OAD 11 FEET, 10' 1 N.ONI IE
EAST 331 .7 FUT TO
NE,N; (I, EX�T NE NOINERLY SO FEr CI,,ED 10
TIOAD 01 DEM W—OED
'o eui L 1 .14 -lE -11-TER
RELO
SEE SHT. 5 DF To SNATED SNONO�. �Nl. STATE OF
X. 10 a., T�THEI` TN
NAT �N>l TNE —NEAST T,,, V
J TId O.T�T Ol' SECTION W. M-
ANGE 3 EAST 4M. DISCIIeED AS
27 NOATK Q
MIXNNNG AT A �T ON THE WT LK OF
SECTION M, —CN IS SMTH Y'M'W' EAST
FEET MM THE �NEAST
OORN OF W
SECN� NVICE SOU� EAST 110 IEV,
TNENCE 50— MY37' �T 2. � FEET rQ
NE �TY ROAD,, NE� N�Tl, MTV,.- as,
A� ? NZ �TY RIOAZI. 75 MET, TI
1605 � �1.47 MET TO ME POAT Or
% 4 5'.
j
EX TT NZ F=N 12 FEET Ew,
"IEP
NAT PORNI �WM TO NE STATE O�
FOI Y R-ID4. U� —WS
FU NO 210333
KW� AS MACT 0. RIM �ES NO 2.
—S
AI=TD= TO =E PI -Al THM07, E)(�T
TNE N� IN 12 FEET
M
`O`GC� N
N\" I. Bse Gf—� AT A A"T � ME EA$1
VEA'
stl— �. TO-S- 11 "-1. IANGE IT.
CN �A"S SO`TN jm w, EAST .10
FEET MW NE �TNEAST =tNEII Of
Cnm � �c D� SOUN 3.14 50.
EAST �QxC SAI, nCN;A, �E IQ FEET:
NZ -a �N n-" 5' �l 221 1. MT 1.
THE TY ROA1%
ES',I,C MZNcr -�. 3011,10, �Sl �O", NE
RO`Z, 15 MT,
11`03'11' EAST 11 71 FEE I TO
T" �' 0' C.,
"a"T �W`EO Too STATE 0,
SM F:dll �TW'S � N 2202102
IITjATl ;��W �l ,AM
CMI 0:1
VIASHINGTON
112MUNI
Ng-w bom [A, L—
NAME:_
SITE ADDRESS: Z2-gG I r 12-/'-/7
�6 DATE: —T
ZONING: P-M ELL PLAN CHK#: qE- 3 90
("( �,,Y, �, jEt-,q 1.5 k— LA e" "/1
PROJECT DESCRIPTION: sc-, A -a& I -
USE(S) PROPOSED: ALLOWED?: Ye�l ,�e, C4 -
LEGAL NONCONFORMING LAND USE DEtERMNATION ISSUED (Y/N)
CUP File: C V - O)E- 5-0
ADBFiLE#: A05-9R-0 OR DATE WAIVED: I Z-/ ZZ
PLANS MATCH APPROVED PLAN:
PARKING:
Use: NO. Spaces Required:
X (floor area,# employees, etc.)= jE9(-6,Lyj_vek 3109
Use: No. Spaces Required:
X (floor area, # employees, etc.) -51
Total Required: 369�5,4 -1�3 . Actual Provided: -q36
SETBACKS:
Required Setbacks:
Front: 41 i5'Left Side: Right Side: lo' Rear: i
Actual Setbacks:
Front: 2-Z,' Left Side:- 2-6 (L--Right Side: /'�;bl Rear: 14'
Street map checked for additional setback required? "Pi - (Yes/No
1A, rwl-
MAXIMUM FteORIUtEA:
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: Z5' Actual Height:
Modulation Allowed?: bb Modulation Height:
Datum Point: Datum Elevation:
t>zz
j 36-3 43 N-4 /z.
LANDSCAPING: )
Matches ADB approved: �wve.,- hg!=q
--t , ��' ("4
Bond: �* 38 1 Ok,
SUBDIVISION:
CRITICALAREASM 96-5.2 -
4r.V11cskpermAt^PLANDAc.D0C � cvtr )
Now 0% AJ�" , ,,�ptk t-11, VW -A,
'V�Wfx-*
—V� SEPA DETERMINATION: DNS -'u.Rw-A 7/15/96
cw"�, 3?,7 5'.f(,g
SHORELINE REQUIRED?:
LOT AGGREGATION REQUIRED?: k�%-
--V4 As(b64t— t- L -,-Yg - 4t, -
OTHER:
Plan Review By:
(MV( f4V- 54;1,4
-T-a Lnu,�, 4�-� ( 2,-,6) " Z - ( to 7-
AA rcb
E(al�t - A r -
4N - �;_ -
'k1w A 41
A-9
.4
cm,- 4"t- ;\.s 'i. 6--L 6,a f-6 S &," -r-�)
I co-ti 6-0�
rAfl1cApormikt^FLANDAc.DoC
6,,af,, I 10 d�17 Ile Vs1,rphdn
Westgate Chapel
Environmental Checklist — April, 98 (page revised November 18, 1998)
James Egge & Associates for Westgate Chapel
11
e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate
source of fill. The proposed building and parking lot improvements will result in an Approximate 327 cubic
yards of stripping, 5868 cubic yards of cut and 1376 yards of fill. The surplus material will be hauled off -
site.
(STAFF COMMENTS)
L Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes. Removal
of the damaged portion of the existing church building and site preparation for the new south parking lot could
result in temporM denuding of soil and resultant erosion during and immediately following storm events.
(STAFF COMMENTS)
g. About what percent of the site will be covered with impervious surfaces after project construction (for
example, asphalt or buildings)? Approximately 75%
(STAFF COMMENTS)
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Tempor
erosion control measures will be implemented during construction. The permanent ston-n drainage system
will route all impervious flows to detention and biofiltration facilities prior to off -site release of storm runoff.
(STAFF COMMENTS)
2. AIR
a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors,
industrial wood smoke) during construction and when the project is completed? If any, generally
describe and give approximate quantities if known. During construction, there would be increased
exhaust and dust particle emission to the air. After construction, the principle source of emission would be
from automobile traffic associated with church activities and adjacent roadways.
(STAFF COMMENTS)
b. Are there any off -site sources of emissions or odor that may effect your proposal? If so, generally
describe.
Minor emissions from Edmonds Way and 228 1h St. S.W . traffic (as currently exist) would continue to be in
evidence at the site.
(STAFF COMMENTS)
C. Proposed measures to reduce or control emissions or other impacts to the, if any: None.
(STAFF COMMENTS)
�-Cr 11-1�-Jgo 4
Aw
%,At % r Aripm on
Architect
CA NO m
Telephone 06) 542-1670
�3609 - 97th P1. W Fax (206) 542-2943
F_dmonds, WA 98020
Tg%21 numbeL2L2302L
TO .00 Time:
Attention
94 441WELL
Fax #
Phone #
Re: 61<11q&
Message:
2%wW
!,A
�,% tN'=�ICW
0 0
MEE
Westgate ChapeR
City of Edmonds, Washington
Job No. 96-3027
Btj -
og AS
October 12, 1998
S.U.-ILDUR&I
NOV 19 '1998
Prepared For: Prepared By:
Sundquist Homes, Inc. Group Four, Inc.
P.O. Box 958 16030 Juanita -Woodinville Way N.E.
Lynnwood, WA 98046 Bothell, WA 98011
(425) 775-8663 (206) 362-4244
(425) 775-4581
Pq
69�-
0
0
Westgate Chapel Hydrology
Report Job No. 96-3027
Project Overview
Project:
Westgate Chapel
Location:
City of Edmonds, 22901 Edmonds Way;
Section 36, Township 27 N, Range 3 E, W.M.
Area:
1.08 Ac ± area to be detained
Soils:
#6, Alderwood, Hydrologic Group C, Sheet
#56, Snohomish County Soil Survey, 1983
Existing Land Use:
Gravel parking lot, building, and landscaping
Proposed Land Use:
Pave and expand gravel parking lot, demolish
south wing of church and replace with larger
building.
General Site Description
The site drains to a storm system in SR 104, either through overland flow or by a storm
system on the Westgate Chapel property.
The site is connected to SR 104 by four
driveway cuts - one to the asphalt drive, and three to the gravel parking lot.
Proposed Drainage
I
I
I
F!
I
I
I
Drainage from the new paved parking lot will go through biofiltration followed by
detention. Drainage from the new south wing will go to detention without water quality
treatment. Some area that is existing asphalt will be converted to landscaping and lawn
in the developed state, and will continue to flow undetained to SR 104. Stormwater from
church property that is not to be detained and from 92 "d Ave. W. will continue to flow to
SR 104 in a separate storm system. This system will be modified as necessary to allow
for the new development. The Basin Map highlights these areas.
City of Edmonds drainage requirements for detention and water quality will be met. The
Soil Conservation Service (SCS) methodology for a Type 1A rainfall distribution is used.
Since the area is over one acre and discharging indirectly to a stream, the development
will limit the peak rate of runoff to fifty percent (50%) of the predeveloped condition,
two-year, twenty-four hour design storm, while maintaining the predeveloped condition
peak runoff rate for the ten-year, twenty-four hour and one -hundred year, twenty-four
hour storms.
The computer program WaterWorks Version 4 was used for detention sizing.
Group Four, Inc.
I
Westgate Chapel Hydrology Report Job No. 96-3027
Downstream Analysis
Date of Observation: February 10, 1998
Observer: Tom Bauder, E.I.T.
Weather: Rain, 50*
Study Area Definition and Maps
The site and surrounding area are shown on the attached figures.
Resource Review
The site is located in the Southwest Coastal Basin, as shown in the Snohomish County
Stream and WetlandAtlas.
Downstream Description
All runoff leaves the site and enters a closed storm system in SR 104. Runoff either sheet
flows (about half of the gravel parking lot, some of the asphalt drive, and the landscaped
area in the southwest comer of the Chapel) to the storm system in SR 104, or enters a
piped system which picks up drainage from the south and east sides of the church. This
system also picks up runoff from the 92 d Ave. W. area.
South of the site is a wooded area (0.5 Ac ±) up the steep bank which is tributary to the
gravel parking lot. In the developed state this drainage will not enter the new parking lot.
The storm system in SR 104 consists of open grate catch basins, which may contain 6-12"
entering pipes (as from Westgate Chapel), with an open channel 5-6' ± below the entering
pipe. At the time of the site visit, there was a moderate amount of water flowing in the
channel. Catch basins were inspected, and the channel was followed to the 104/95' Pl.
W. intersection.
The downstream system appears to be adequate. The storm system in SR 104 was
observed by flashlight through the catch basin grates, but wasn't quantitatively measured
due to highway traffic.
I
LM
Group Four, Inc.
I
a
0 0
Westgate Chapel Hydrology Report Job No. 96-3027
I
I
I
I
I
I
I
I
I
Drainage Information Summary Table
Drainage Basin Information
On -Site Area (acres) (Ex./Dev.)
Type of Storage Proposed
Approx. Storage Volume (CF)
Soil Types
Pre -Developed Runoff Rate (cfs)
Post -Developed Runoff Rate (cfs)
(before/after controlling)
Design Individual Basin Designation
Storm Site
1.08
Pipe
3570
Alderwood, Hyd. Grp. C
2 year 0.06
10 year 0.14
100 year 0.32
2 year
0.34/0.03
10 year
0.47/0.10
100 year
0.72/0.32
Water Quality:
Water quality will be provided for the newly paved parking lot via a biofiltration swale.
The biofiltration swale will be sized using the requirements outlined in the Department of
Ecology Stormwater Management Manual for the Puget Sound Basin.
Biofiltration Swale Design:
The biofiltration swale was designed to treat the runoff from the 6-month, 24-hour storm
from the new parking lot. The 6 month storm is equal to the runoff generated by 64% of
the precipitation of the 2-year storm.
1. Compute the biofiltration design flow rate.
The biofiltration design flow rate shall be the peak rate of runoff for the 6
month/24-hour developed conditions design storm.
Q 6bs = 0. 11 cfs (see Waterworks Calculations)
2. Compute the required swale bottom width using the design parameters outlined
in Section 111.6.2 of The D. O.E. Manual (based on swale length of 200').
m = 3:1
Manning's n = 0.24 (sizing for biofiltration function,
infrequently mowed swales)
Slope = 2.0% (sizing for biofiltration function)
Flow Depth, y = 3" (urban)
Bottom Width, B = 0.85'
Velocity, V = 0.27 fps, < 1.5 fps
Group Four, Inc.
I
Westgate Chapel Hydrology Report Job No. 96-3027
n
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Drainage Information Summary Table
3. Compute the adjusted swale bottom width based on a proposed design length of
7 9
0. Design Individual Basin Designation
Drainage Basin Information Storm Site
The actual bioswale length (L
On -Site Area (acres) (Ex./Dev.) 1.08
Type of Storage Proposed Pipe
Approx. Storage Volume (CF) 3570
Soil Types Alderwood, Hyd. Grp. C
Pre -Developed Runoff Rate (cfs) 2 year 0.06
10 year 0.14
100 year 0.32
Post -Developed Runoff Rate (cfs) 2 year 0.34/0.03
(before/after controlling) 10 year 0.47/0.10
100 year 0.72/0.32
Water Quality:
Water quality will be provided for the newly paved parking lot via a biofiltration swale.
The biofiltration swale will be sized using the requirements outlined in the Department of
Ecology Stormwater Management Manual for the Puget Sound Basin.
Biofiltration Swale Design:
The biofiltration swale was designed to treat the runoff from the 6-month, 24-hour storm
from the new parking lot. The 6 month storm is equal to the runoff generated by 64% of
the precipitation of the 2-year storm.
1. Compute the biofiltration design flow rate.
The biofiltration design flow rate shall be the peak rate of runoff for the 6
month/24-hour developed conditions design storm.
Q 6bs = 0. 11 cfs (see Waterworks Calculations)
2. Compute the required swale bottom width using the design parameters outlined
in Section 111.6.2 of The D.aE. Manual (based on swale length of 200').
m = 3:1
Manning's n = 0.24 (sizing for biofiltration function,
infrequently mowed swales)
Slope = 2.0% (sizing for biofiltration function)
Flow Depth, y = 3" (urban)
Bottom Width, B = 0.85'
Velocity, V = 0.27 fps, < 1.5 fps
11
Group Four, Inc.
Westgate Chapel Hydrology Report Job No. 96-3027
3. Compute the adjusted swale bottom width based on a proposed design length of
0.
7 1
The actual bioswale length (La,J equals 70'. Since the actual length is less
than 200', the water surface area at the design flow rate must be computed to
provide an equivalent biofiltration area based on a 70' length of swale.
Minimum design bottom width Assumed water surface area + L��,:.al
[(Lassumed Lactual)(B + 2(y)(m))] - 2(y)(m)
[(200'-- 70')(0.85+ 2(0.25)(3))] - 2(0.25')(3)
min. design width 5.21'
use 5.25'
4. Use the conveyance capacity maximum design flow rates and establish the
required swale depth to provide adequate freeboard.
The biofiltration swale shall be designed to convey the peak rate of runoff from
the I 00-year design storm with a minimum freeboard to overflow of one foot.
Q 100d = 0.39 cfs (Basin 100wq) (100yr from parking lot only)
B = 5.25'
m=3
Slope = 2.0%
Manning's n = 0.07, (when evaluating for conveyance capacity)
Velocity = 0.66 fps, < 5.0 fps
y 100 = 0. 1 F, Add one foot freeboard, for a total swale depth of 1. 11'
OVERFLOW ANALYSIS
As seen by the calcs below, the 8" riser with at least 6" of clearance can easily
accommodate the 100 year developed storm with a peak of 0.72 cfs for all of the basin
reaching the control structure.
For a Wier Condition
Head 6 inches
Riser Diameter =1 8 linches
F- Flow 2.30 cfs
Group Four, Inc.
Westgate Chapel 0 Hydrology Report 0 Job No. 96-3027
For a Orifice Condition
Head = 6 inches
Riser Diameter = 8 inches
F- Flow = 1.19 cfs
Should any of the system plug or not internally convey the storm event, the drainage will
simply overflow the system and spill onto the frontage road, run down the gutter line, and
re-enter the underground storm system when possible.
Group Four, Inc.
Westgate Chapel 0 Hydrology Report Job No. 96-3027
z:'
Appen&x
Group Four, Inc.
I
I
I
I
I
I
Streets Plus
H Figure 1. Vicinity Map
Westgate Chapel 96-3027
Copyright C 1988-1996, Microsoft Corporation and/or its suppliers, All rights reserved.
Page I
Westgate Chapel
Z�
w I;ameepkial Hydrology Report w
Job No. 96-3027
5
ioodw
'Ie
- :jA
Figure 2
Soils Map
Group Four, Inc.
Scale: P= 2000', SnoCo Soil
Survey, Sheet #56, 1983
r
-2 7-3
_.,�TDMONDS E1036
LMTFr --ST- --s. -W- q- 2
Rr-10A
80 %.1b.
to ul 50 30
0
rc tt co 4 5
0 S
EW,
L Z ADD.'
to
CP sc� A
Ky I I i ng
0 4. 3
01
C; 'L\ \b
A ku
Ct 1% (2)
/-OeO
17.5 5 123.Oi 34 '�3 U.S3
125 fr- 316.60 t
18 - (3)
its t
5
'K
175 6 Ballard Fed.5ay.
110.03
17 �'?'TES E 20 Loan J. C. La55we I 1 55
W
1,117 37.9t 2 ("iJ.C.Sfansfield) O.S7 Ac. i
Z-1c
16 125.57 - *6
7 ac :3 'tP
IV. z .. 0
A g Ac--:��' ICT-.9 K I ler-36 350 43
3
C .0
-1 !2 3 .0 '97-9
it Ae- J. C. La SSWe
S.
D2
1.21 Ac. 40 46.914
3 Q7.75 4W f/
RT- 7 0.46 Ac.
743 AT-76 RT-7C R7-7A
R r-.9'; lei
RT-8
ST fr--9A-3 RT-3A-1 RT-..94-Z
0.56 Ac. 97-:9A
I f
.87 . i z
12 Z.... Carroll Mfge.Co.. fr-3H kt-�9J Xr-:9D
I " 0.57Ac. 0.57Ac. 0.51k. 0.51k. . 0.20 Ac.
152.09 6 Qaul,K.Rosen) it
O-5OAc 010k.- O.SOAc. 0-50A
0.51k. 0.33Ac 033Ac,
P! 7 -ryc-
I.-"- q] 4.
0.213 Ac. V
90.03 EP
I L
--IT 3d5j 110.03 30 a- 176.37 30/ 61i.� 3C..
a06 1-106 2 T� ;W).
1-/0/ . I
9 1 1-087
CO
0$
0
cli
M A. T 1 0) 0
7. 6 CD IMAA
8
- - - - -- Go 111090 110,91
5 a: �4 (2) CO : I AOZ.46 ;i (2)
(2) '18 . . -
i-164 o3' (3) Q I
,3o!4"' 20
323 136 ST &W J.. "x, 1 31.65
F tW4 jSR503(11-79
(4)
41.41 41- R
-P SP ZA 8705 1
.E
csi F2�i (1)
(3) a: Q4 07 OS 6 30
SQUA 1-165 vi
GO 1 2 3, 10.04 1-096
3
S U N Y I - �O-18
1/ 0:9
NO I -Ile
6 trearn Map
?JIB Fig. 3 Downs
/-/09 Scale: III = 200'
Ito 6�
'Zj1z It . �: ,
'0 ;ZIZ410 I -
CB y
5 Z , locations for schematic representation onl
P
8003
0
zi . , -r- - -- - -r' . a= C W
1-108,
ST 1% 5; W
S W�-
.2 .
��4-2a-4TH
1 '50 --j I too
-4
0
MAN-MADE CHANNELS
VARIABLES LIST:
Y - FLOW DEPTH B - CHANNEL BOTTOM WIDTH S - CHANNEL SLOPE
Q - FLOWRATE M - CHANNEL SIDE SLOPE N - CHANNEL ROUGHNESS
VARIABLE TO BE SOLVED (Y,Q,B,M,S OR N) ? Y
Q (CFS) ? .39
B (FT) ? 5.25
(FT/FT) ? 3
S (FT/FT) ? .02
M A
N (FT 1/6) ? .07
I
I
RESULTS
Y=
0. 11
FT
A=
0.59
SF
P=
5. 93
FT
V=
0. 66
FPS
F=
0.36
SUB -CRITICAL FLOW
<Shift> <Prt Sc> print <Return> repeat <Space Bar> back to menu
-------------------------------------------------------------------------------
d
I
I
I
I
I
I
I
I
IMAN-MADE CHANNELS
VARIABLES LIST:
Y - FLOW DEPTH B - CHANNEL BOTTOM WIDTH S - CHANNEL SLOPE
Q - FLOWRATE M - CHANNEL SIDE SLOPE N - CHANNEL ROUGHNESS
VARIABLE TO BE SOLVED (Y,Q,B,M,S OR N) ? B
Y (FT) ? .25
Q (CFS) ? .11
M (FT/FT) ? 3
S (FT/FT) ? .02
N (FT A 1/6) ? .24
I
I
RESULTS
B=
0. 85
FT
A=
0.40
SF
P=
2.44
FT
V=
0.27
FPS
F=
0.12
SUB -CRITICAL FLOW
<Shift> <Prt Sc> print <Return> repeat <Space Bar> back to menu
------- ---- --- ----- -------- ------ ------ ---- ---- -- ----
I
I
I
I
I
I
I
I
11
I
I
n1 10/9/98 3:36: opm GROUP FOUR0,Inc. page 1
Westgate Chapel 96-3027
file: ww4\ ... \96-3027\963027.bsn
design
BASIN
SUMMARY
BASIN ID: 100d
NAME: 100yr
developed
SCS METHODOLOGY
TOTAL AREA ....... :
1.08 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE .... :
TYPE1A
PERV
IMP
PRECIPITATION....:
TIME INTERVAL....
3.00 inches
10.00 min
AREA..:
CN .... :
0.00 Acres
0.00
1.08 Acres
98.00
TC .... :
0.00 min
10.00 min
ABSTRACTION COEFF:
0,20
PEAK RATE: 0.72
cfs VOL: 0.24
Ac-ft TIME:
500 min
BASIN ID: 100e
NAME: 100yr
existing
SCS METHODOLOGY
TOTAL AREA ....... :
1.08 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE .... :
TYPE1A
PERV
IMP
PRECIPITATION .... :
TIME INTERVAL .... :
.3.00 inches
10.00 min
AREA..:
CN .... 85.00
1.08 Acres
0.00 Acres
0.00
TC .... 33.39
min
0.00 min
ABSTRACTION COEFF:
0,20
TcReach - Sheet
L: 235.00 ns:0.2400
p2yr: 1.50
s:0.0340
PEAK RATE: 0.32
cfs VOL: 0.14
Ac-ft TIME:
520 min
BASIN ID: 100wq
SCS METHODOLOGY
NAME: 100yr
for pkglot water quality
TOTAL AREA .......
0.58 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
PRECIPITATION ....
TYPE1A
3.00 inches
AREA..:
PERV
0.00 Acres
IMP
0.58 Acres
TIME INTERVAL ....
10.00 min
CN .... :
0.00
98.00
TC .... :
0.00 min
10.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.39
cfs VOL: 0.13 Ac-ft TIME:
500 min
BASIN ID: 10d
NAME: 10yr
developed
SCS METHODOLOGY
TOTAL AREA .......
1.08 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
TYPE1A
PERV
IMP
PRECIPITATION ....
2.00 inches
AREA..:
0.00 Acres
1.08 Acres
TIME INTERVAL ....
10.00 min
CN ....
0.00
98.00
TC ....
0.00 min
10.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.47 cfs VOL: 0.15 Ac-ft TIME: 500 min
0
0
10/9/98 3:36:59 pm
GROUP FOUR, Inc.
page 2
Westgate Chapel 96-3027
file: ww4\ ... \96-3027\963027.bsn
design
BASIN SUMMARY
BASIN ID: 10e
NAME: 10yr existing
SCS METHODOLOGY
TOTAL AREA .......
1.08 Acres BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
PRECIPITATION ....
TYPE1A
2.00 inches AREA..:
PERV
1.08 Acres
IMP
0.00 Acres
TIME INTERVAL ....
10.00 min CN ....
85.00
0.00
TC ....
33.39 min
0.00 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet
L: 235.00 ns:0.2400 p2yr: 1.50 s:0.0340
PEAK RATE: 0.14
cfs VOL: 0.07
Ac-ft TIME: 520 min
BASIN ID: 2d
NAME: 2yr developed
SCS METHODOLOGY
TOTAL AREA .......
1.08 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
TYPE1A
PERV
IMP
PRECIPITATION ....
1.50 inches
AREA..:
0.00 Acres
1.08 Acres
TIME INTERVAL ....
10.00 min
CN .... :
0.00
98.00
TC .... :
0.00 min
10.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.34
cfs VOL: 0.11
Ac-ft TIME: 500 min
BASIN ID: 2e
NAME: 2yr existing
SCS METHODOLOGY
TOTAL AREA ....... :
1.08 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE .... :
TYPE1A
PERV
IMP
PRECIPITATION .... :
1.50 inches
AREA..:
1.08 Acres
0.00 Acres
TIME INTERVAL .... :
10.00 min
CN ....
85.00
0.00
TC ....
33.39 min
0.00 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 235.00 ns:0.2400 p2yr: 1.50 s:0.0340
PEAK RATE: 0.06 cfs VOL: 0.04 Ac-ft TIME: 520 min
BASIN ID: 6moswq
NAME: 6mos
for pkglot water quality
SCS METHODOLOGY
TOTAL AREA .......
0.58 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
TYPE1A
PERV
PRECIPITATION ....
1.00 inches
AREA..:
0.00 Acres
TIME INTERVAL ....
10.00 min
CN ....
0.00
TC ....
0.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.11
cfs VOL: 0.04
Ac-ft TIME:
500 min
IMP
0.58 Acres
98.00
10.00 min
10/9/98 3:37:0 pm GROUP FOUR, Inc. page 3
Westgate Chapel 96-3027
file: ww4\ ... \96-3027\963027.bsn
design
HYDROGRAPH SUMMARY
PEAK
TIME
VOLUME
HYD RUNOFF
OF
OF
Contrib
NUM RATE
PEAK
HYDRO
Area
cfs
min.
cf\AcFt
Acres
1 0.030
1450
4050 cf
1.08
2 0.095
680
5900 cf
1.08
3 0.320
550
9680 cf
1.08
0 0
10/9/98 3:37:0 pm GROUP FOUR, Inc. page 4
Westgate Chapel 96-3027
file: ww4\ ... \96-3027\963027.bsn
design
STORAGE STRUCTURE LIST
UNDERGROUND PIPE ID No. pipe
Description: R/D pipe
Diameter: 6.00 ft. Length: 127.00 ft.
Slope ... : 0.0000 ft/ft upstr: dnstr:
0 0
10/9/98 3:37:0 pm GROUP FOUR, Inc. page 5
Westgate Chapel 96-3027
file: ww4\ ... \96-3027\963027.bsn
design
STAGE STORAGE TABLE
UNDERGROUND
PIPE
ID No.
pipe
Description:
R/D pipe
Diameter:
6.00
ft.
Length:
127.00 ft.
Slope
... :
0.0000
ft/ft
upstr:
dnstr:
STAGE < ---- STORAGE
---- >
STAGE < ----
STORAGE ---- >
STAGE <
---- STORAGE ---- >
STAGE <
---- STORAGE ---- >
(ft) --- cf--- --Ac-Ft-
(ft) --- cf --- -- Ac-Ft-
(ft) --- cf ---
-- Ac-Ft-
(ft) ---
cf---
--AC-Ft-
100.00
0.0000
0.0000
101.60
768.72
0.0176
103.20
1948
0.0447
104.80
3080
0.0707
100.10
13.051
0.0003
101.70
836.76
0.0192
103.30
2024
0.0465
104.90
3140
0.0721
100.20
36.726
0.0008
101.80
906.03
0.0208
103.40
2099
0.0482
105.00
3197
0.0734
100.30
67.124
0.0015
101.90
976.40
0.0224
103.50
2175
0.0499
105.10
3253
0.0747
100.40
102.81
0.0024
102.00
1048
0.0241
103.60
2250
0.0516
105.20
3306
0.07S9
100.50
142.92
0.0033
102.10
1120
0.0257
103.70
2324
0.0534
105.30
3357
0.0771
100.60
186.88
0.0043
102.20
1193
0.0274
103.80
2398
0.0550
105.40
3404
0.0781
100.70
234.23
0.0054
102.30
1267
0.0291
103 .90
2471
0.0567
105.50
3448
0.0792
100.80
284.62
0.0065
102.40
1341
0.0308
104.00
2543
0.0584
105.60
3488
0.0801
100.90
337.76
0.0078
102.50
1416
0.0325
104.10
2614
0.0600
105.70
3524
0.0809
101.00
393.38
0.0090
102.60
1492
0.0342
104.20
2685
0.0616
105.80
3554
0.0816
101.10
451.28
0.0104
102,70
1567
0.0360
104.30
2754
0.0632
105.90
3578
0.0821
101.20
511.26
0.0117
102.80
1643
0.0377
104.40
2822
0.0648
106.00
3591
0.0824
101.30
573.14
0.0132
102.90
1719
0.0395
104.50
2889
0.0663
106.10
3591
0.0824
101.40
636.78
0.0146
103.00
1795
0.0412
104.60
2954
0.0678
101.50
702.01
0.0161
103.10
1872
0.0430
104.70
3018
0.0693
I
I
F7
I
I
I
I
11 - 9 0
10/9/98 3:37:0 pm GROUP FOUR, Inc. page 6
Westgate Chapel 96-3027
file: ww4\ ... \96-3027\963027.bsn
design
DISCHARGE STRUCTURE LIST
MULTIPLE ORIFICE ID No. orifice
Description: multiple orifice CS
Outlet Elev: 100.00
Elev: 98.00 ft Orifice Diameter: 0.7134 in.
Elev: 104.80 ft Orifice 2 Diameter: 3.2109 in.
I
I
I
I
I
I
I
I
I
11
I
h
I
0 0
10/9/98 3:37:0 pm GROUP FOUR, Inc. page 7
Westgate Chapel 96-3027
file: ww4\ ... \96-3027\963027.bsn
design
STAGE DISCHARGE TABLE
MULTIPLE ORIFICE ID No. orifice
Description: multiple orifice CS
Outlet Elev: 100.00
Elev: 98.00 ft Orifice Diameter: 0.7134 in.
Elev: 104.80 ft Orifice 2 Diameter: 3.2109 in.
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- > STAGE
<--DISCHARGE --- >
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
100.00
0.0000
101.60
0.0175
103.20
0.0247
104.80
0.0303
100.10
0.0044
101.70
0.0180
103.30
0.0251
104.90
0.1190
100.20
0.0062
101.80
0.0185
103.40
0.0255
105.00
0.1560
100.30
100.40
0.0076
0.0087
101.90
102.00
0.0190
0.0195
103.50
103.60
0.0258
0.0262
105.10
105.20
0.1844
0.2084
100.50
0.0098
102.10
0.0200
103.70
0.0266
105.30
0.2296
100.60
0.0107
102.20
0.0205
103.80
0.0269
105.40
0.2488
100.70
0.0116
102.30
0.0209
103.90
0.0273
105.50
0.2665
100.80
0.0124
102.40
0.0214
104.00
0.0276
105.60
0.2829
100.90
0.0131
102.50
0.0218
104.10
0.0280
105.70
0.2984
101.00
101.10
0.0138
0.0145
102.60
102.70
0.0223
0.0227
104.20
104.30
0.0283
0.0286
105.80
105.90
0.3130
0.3270
101.20
0.0151
102.80
0.0231
104.40
0.0290
106.00
0.3403
101.30
0.01S7
102.90
0.0235
104.50
0.0293
101.40
0.0163
103.00
0.0239
104.60
0.0296
101.50
0.0169
103.10
0.0243
104.70
0.0299
I
r
I ]
I
I
I
I
11 - 0 0
10/9/98 3:37:3 pm GROUP FOUR, Inc. page 8
Westgate Chapel 96-3027
file: ww4\ ... \96-3027\963027.bsn
design
LEVEL POOL TABLE SUMMARY
MATCH
INFLOW
-STO-
-DIS- <-PEAK-> OUTFLOW STORAGE
< -------- DESCRIPTION --------- >
(cfs)
(cfs)
--id-
--id- <-STAGE> id (cfs) VOL (cf)
2d at 1/2 2e .................
10d at 10e ...................
0.03
0.14
0.34
0.47
pipe
pipe
orifice 104.73 1 0.03 3034.19 cf
orifice 104.87 2 0.10 3123.51 cf
100d at 100e .................
0.32
0.72
pipe
orifice 105.85 3 0.32 3565.68 cf
Z-7 ' o4 6 ta5
PV-F-
I
I
I
I
7
L
I
I
I
I
I
FILE NO.
QirkkaO Aireas Checkflusp
--------------------------------------------------------------
Site Inforiiiatimi (soils/topography/hydrology/vegetation)
1. Site Address/Locatlon: 22901 Edmonds Way, Edmonds, 14A
2. Property Tax Account Number: S
62-00-001-0009, .162703-1-024 0004, 362703-1-017 0003,
36270?-�-026
3. Approximate Site Size (acres oi- square ee 218,635 SF
4. ls this site currently developed? X yes-, no.
If yes; how is site developed'? EX i sti nq Chu rc h s i te
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
X _ Rolling: slopes on site generally less than 15% (a vertical rise of t 0-reet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 3W,'o ( a vertical rise of
10-feet over a horizontal distance of 33) to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of I 0-feet over a
0
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: none Approx. Depth:
7. Site contains areas of seasonal standing water: none Approx. Depth:
What season(s) of the year?
8. Site is in the floodway No_ floodplain Nn_ of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? n/a Flows are seasonal? _ (What time of year?
10. Site is primarily: forested meadow shrubs mixed
urban landscaped (lawn,shrubs etc) _�evel oped
11. Obvious wetiand is present on site: none
DETERMINATION
^cs_chk.doc� Re� 10/03/97
City of Edmonds
'kW CRITICAL AREAS CHECKLIST
The Critical Areas Checklist contained on this form is
to be filled out by any person preparing a
Development Permit Application for the City of
Edmonds prior to his/her submittal of 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).
RECEIVEPD
MAR 0 5 19- 99
PERMIT COUNTER
An applicant, or his/her representative, must fill out
the checklist, sign and date it, and submit it to the
City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map along with the signed
copy of this form to assist City staff in finding and
locating the specific piece of property described on
this form. In addition, the applicant shall include
other pertinent information (e,g., site plan, topography
map, etc.) or studies in conjunction with this Checklist
to assist staff in completing their preliminary
assessment of the site
I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
Westgate ChaDel
Name
22901 Edmonds Way
Street Address
Edmonds, WA
city S tate Zip
(4251 775-27-7L'
Telephone
Signature
Date
Applicant Representative:
—Groti p F
Name
16030 Juanita -Woo inville WY. NE
Street Address
Bothell, WA 98011
City State Zip
(.206). 162--4244
Teleph
Signature
Date
c:reception�anakad.doc
(over)
FILE NO. ( - I
0
QrkkaR Airew Checkflusv
--------------------------------------------------------------
Site Inforniation (soils/topography/hydrology/vegetation)
I . Site Address/Location: 22901 Edmonds Way, Edmonds, WA
2. Property Tax Account Number: J462-00-001-0009, 162703-1-024-0004, 362703-1-:017 0-003,
36270?�e�-026
3. Approximate Site Size (acres or square 218,635 SF
4. Is this Site Currently developed? X yes; — no.
If yes; how is site developed? Existinq Church site
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
X Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of
I 0-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of I 0-feet over a
0
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water none . ; Approx. Depth:
7. Site contains areas of seasonal standing water: none ; Approx. Depth:
What season(s) of the year?
8. Site is in the floodway No floodplain Nn of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? n/a Flows are seasonal? _ (What time of year?
10. Site is primarily: forested ; meadow ;shrubs mixed
urban landscaped (lawn,shrubs etc) developed
11. Obvious wetland is present on site: none
�cs_chk.doc: Re� 1010j/97
City of Edmonds
CRITICAL AREAS CHECKLIST
The Critical Areas Checklist contained on this form is
to be filled out by any person preparing a
Development Permit Application for the City of
Edmonds prior to his/her submittal of 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).
RECEIVEED
MAR 0 5 1999
PERMIT COUNTER
An applicant, or his/her representative, must fill out
the checklist, sign and date it, and submit it to the
City� The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a devel'opment
permit application.
Please submit a vicinity map along with the signed
copy of this form to assist City staff in finding and
locating the specific piece of property described on
this form. In addition, the applicant shall include
other pertinent information (e.g., site plan, topography
map, etc.) or studies in conjunction with this Checklist
to assist staff in completing their preliminary
assessment of the site
I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
"Westgate ChaDel
Name
22901 Edmonds Wa
Street Addres's
Edmonds, WA
city S tate
- CAPS) 775-2-7-76-
Telephone
Signature /
5
Date
Applicant Representative:
—Group Fnur, Tnr
Name
16030 Juanita -Woodinville Wy. NE
Street Address
Bothell, WA 98011
Zip city State Zip
-- (206). 162-4744
Tel
Signature
Date
creceptionyana\caddoc
(over)
CYA FILL NO. 01
OclrudcaH Aireas Checkflst
--------------- ----------------------------------------------
Site Information (soils/topography/hydrology/vegetation)
I - Site Address/Location: 22901 Edmonds Way, Edmonds, WA
2. Property Tax Acc0UntNUmber: J462-QO-001-0009- 362703-1-024-0004, 362703-1-017 0.003,
36270k
e�7026 ` 218,635 SF
3. Approximate Site Size (acres or square
4. Is this site currently developed? X yes; — no.
If yes; how is site developed? . Existinq Church site
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
X_ Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 300,,o ( a vertical rise of
10-feet over a horizontal distance of 33 to 66-feet),
Steep: grades of greater than 30% present on site (a vertical rise of I 0-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water none * ; Approx. Depth:
7. Site contains areas of seasonal standing water: none Approx. Depth:
What season(s) of the year?
8. Site is in the floodway No floodplain Nn of a water course.
9
Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? n/a Flows are seasonal? _ (What tirne of year?
10. Site is primarily: forested : meadow shrubs mixed
urban landscaped (lawn,shrubs etc) __geveloped
11. Obvious wetland is present on site: none
4._: . Critiul Areas 'inventory, or:C�.A * * ' * i t6i:Chifj�aj-Ar ' .
map ind.- ca,....
5.; Site w'ithin.:d i n*died i�aith sub i'd el d lid fi�zird'
esig ... si enc an s e e
.:ar a.
:Sit desiignat6cl qn.th.i1hVit6hn:i ntallv:Sensitiv& A
DETERM1NATION
^cs_chk.doc; Re� 1010;/97
0 RECEIVED
City of Edmonds MAR 0 5 1999
PERMIT COUNTER
`kJ� CRITICAL AREAS CHECKLIST
The Critical Areas Checklist contained on this form is
to be filled out by any person preparing a
Development Permit Application for the City of
Edmonds prior to his/her submittal of 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, and submit it to the
City, The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map along with the signed
copy of this form to assist City staff in finding and
locating the specific piece of property described on
this fonn. In addition, the applicant shall include
other pertinent infor m-ation (e.g., site plan, topography
map, etc.) or studies in conjunction with this Checklist
to assist staff in completing their preliminary
assessment of the site
I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
'Westgate Chaoel
Name
22901 Edmonds Way
Street Address
Edmonds, WA
city S tate Zip
—025) 775-27-7--fi-
Telephone
44
Signature
3- 1-145-
Date
Applicant Representative:
Grotip Fnijr, Tnr--
Name
16030 uanita-Woodinville W
NE
Street Address
Bothell, WA 98011
city S.tate Zip
—(-206).. '162-.4244
Tel
Signature
Date
creceptionyans\cad.doc
(over)
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
It, C C)
March 18, 1999
Group Four, Inc.
16030 Juanita -Woodinville Way N.E.
Bothell, WA 98011
Subject: Determination regarding Critical Areas Checklist # 99-50/51/52
Dear Applicant:
BARBARA FAHEY
MAYOR
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
IMPORTANT INFORMATION TO BE NOTED:
...........
.... ...... .
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIST OR CRITICAL AREAS_SIUDY.
The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a
project -specific determination.
You must submit a copV of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
cc: Westgate Chapel
22901 Edmonds WA
Edmonds WA 98026
Enc: Determination
* Architectural Design Board
C:Reception\Jana\CRLTR.doc
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
Thank you.
Planning Secretary
Incorporated August 11, 1890
Sister City - Hekinan, Japan
02/25/1998 16:14 4253389073 JAMES EGGE PAGE 03
.199hp V98kag zAr@,w Q�g(gftflo�
- - - - - - - - - - - - - - - - W - - - - - - - - - - - - - - - - - - - - - - - - W - - - - - - - - - - - - - - - -
Site Enformidon (3Oii3/tOpOgraphy/hydrology/vogetation)
I. Site Addrssso&=tion: W
2. PrOparVj Tax Account Numb*r; 5A62-000-001 -QO-Q!L-
3- 4P7QXiM82D SitQ SiU (Wres or Square fcc* 5.27 acres +/-
4- Is this Ike cgmntivdeveloped� X yes; � no,
(f yes; how is 31te developed? gh -A�d—associated uses
5, "criba tho floneral siw WPOSraphy. Check all that apply,
Flat: less thm 5-fttgleva46n Change over entire site,
---y Rolling: slop*$ On BitO 8PnGMllY less than 15 % (a ygrtical rise of I 04eet over a
hOkZQMW distmog of 664m),
Hilly; 5lQPGs Pmsmt OR ligg Of More than 15% and lesS rMn 300/q ( a VQfjical rise of
I 0-fed OVQr z h0riZontal dLdnnae of 33 to 66-fm).
St"P; VWQ3 of greaer than 30% present on sits (& VGRicll fin of I 0-f@et over a
horizontal 4119mce of loss than 33-foot),
Other Cpk.�m describe):
6. Site cont&W arow of yoor-round Aandir8 water: no Approx. Depth:
7.
Site c0n2d" ams Of N=n9l Mading water. no Approx. Depth.,
What SON00(s) of the you?
I. Site is in the floodway __Ro tjoodpjAiA__aQ_ of a water coum.
9. SiW contains a crech or an am& where wateF flows across the orounCls sudece? Flows arc year,
round? n Flows are seasonal?
jaL
(What time of yena
10. Site is primarily: forested meadow shrubs
urban landscaped (lawn,zhruW Qtc) X
11, Obvifta watland is present on silo: nn
I.,
4.
�i UPC
So i6a
C'
Qnbry W A. A IQ
ND,
OM[ thQ
"'j r R"-
41 '': . �.. . � !, - 0 ON
C WPM AL WANIM
WAI
RoAqwod by.
TOTAL P.02
MY 69MMOnds
CRInCAL AREAS CHE
The Clid=l kem Cbe*Hfft conWzW on this fo= is
10 be ifted ma bY SAY PUWA pM&dq a
DcvelcPr44W P&MIt, APPUcadon for the City of
Ecbmondh ;dor to Wm subn!dtMI of a developMeW
parMit to tbil City,
The PW70" of N1 Chwilist Is to table Ck ft*ff to
deftuniza whav, any pote:Wej C�dod Amu are, at
MAY bil, J"Oftat CM the nbjwt property, The
W=gdcm =W*d to complote ft Checklist should
be INLY EvRibibla flom obmvadow of the site Q,
dft avaftble at City Han (Cdtical Arm invemories,
Mvs, or soil sumeys),
4kF
.C'SIV90
M1
An qplicW,,or.hi84W WesentWve. M= fUl - Out.
the d'ecklilt, sip and date 1% and submit it to the
City. T1W cirf will "view the Checklist. make a
PmursOrY $Itl VW4 and Make a determination of the
subsequent xwps BOOMOV to complete a diveloipmn%
PaIrAit application.
Pleeft submit a *Wly m'LP 91=8 with t1te 04md
copy d Us fom to "silt City staff in fin&M Od
locating dw specific Piece of Prop" descrNd on
tW 6 fOrM , Iz &idition, the applicant sW include
0* FOLUMCat idonnaxion (e.g.. site PISM, topoomphy
mv, vW-) or studies ft conjunct= with ggs Checklist
to Lftst ME 'n cOmPbting *= Prelfimnary
"Iessment of 60 she
I have wmPlftd the aftwhed CrIdeal Aron Cbegkjht imd atest thAt the ADMV8 Pmvidod Am faco.Wo 10 t1w
bw of my IMOWIftlie (fw out the APPW;Ti4W colu= billow).
Owner/Applicant,
4plicent Representative:
waa* Ch,%Px%1
SUM Addriess
City zip
413111111011105yofthlKWOO
--..TAMSR RQQS-A Associates
Name
5016 129th P1. S.E.
Ever ett, WA 98208
Ciii- istift ---
1 425-337-2210
T ephorw
S
7- -Z 5 q
K
Dote
(ever)
" - C)13
,r7 C. 19
March 6, 1998
EG
CITY OF EDMONDS
a
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
BARBARA FAHEY
MAYOR
COMMUNITY SERVICES DEPARTMENT
Public Works - Planning/ Building o Parks and Recreation o Engineering * Wastewater Treatment Plant
James Egge & Associates
5016 121�h Place S.E.
Everett, WA 98208
Subject: Determination regarding Critical Areas Checklist #98-57
Dear Applicant:
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
.. 1 -1. 1- � ... ......- .1-1 - I I - A ..... 1. 1 � 11 . I �, .1 ... - '.. I 1 111 I.., 1 11 1 111.11, . 1 1''. � I , 11 � 11 1 1 � 11 1.11 .." �. I.. . "I". �
..................
........................... ....... ....... .
NOTED.
................... . ........ ...........
111.11 . I - .1 1 o::::::: ............ I .......
........... - .... ............. ..... .. 1 ... - ... .................
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIS OR CRITICAL AREAS STUDY,
The 'DETERMINATION' for the Critical Areas Checklist you submifted is a site -specific determination not a
project -specific determination.
You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL <=
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
Enc: Critical Areas Determination
* Architectural Design Board
Thank you.
Sharla Graham
Acting Planning Secretary
C: Reception\.J ana\C R LTR. doc
0 Incorporated August 11, 1890 0
Sister Cities International — Helkinan, Japan
'?0 -,DAY-,5
CITY OVEDMONDS
C,
PERMIT N? 9 105
"791
Address of Construction- 12A'61 F,?04_1f2&- Wk�j
Property Legal Description'(Ihclude a . 11 easements):
7L7r4;n0,J ov- TKJ_ E 4 —R-4 E
(7
LOT15; 81 61 410 10.0 71FVr A-MIT-161-4 C., AQ"T:> A w, oi;:
Avy t T-t Lt)
Owner and/or Contract&: co,
State License No. C,12e�cc 01-1 KV,- Building Permit �o
Single Family
Multi -Family (No. of Uni ts
14 Commercial
El Public
99 03 19
Invasion into City Right -of -Way: No El Yes
RW Construction Permit No.
Cross other Private Property: K No Yes
Attach legal. description and copy of recorded easement
I certify that I have read and shall comply with all city requirements
as indicated on the back of the Permit Card.
. . I t
Date -
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
OFFICE USE�ONLY
FOR INSPECTION CALL 771-SM, PUBLIC WORKS DEPT.
Permit Fee: 0A_
Issued By Ltl,�, C��
Trunk Charge- Date,issued: ( )00
Assessment Fee* Receipt No.: t a (4
Lid No. -
Partial Inspection: Date Initial
Comments
Reason Rejected: Date -Initial
Final Inspection Approved: Date -initial
** PERMIT MUST BE POSTED ON JOB SITE **
White Copy: File Gree,n Copy: Inspector Buff Copy: Applicant
Revised 3/90
40
SIDE SEWER PERMIT REQUIREMENTS
64
Revised 3/90
1. Side sewer permits shall be posted at job -site and available to
inspector at time of inspection. Inspection during normal working
hours only. One (1) working day notice required. Side sewers
must be left uncovered until inspected. A water test is required.
2. Property owners can obtain a permit to install side sewers on
private property. Licensed side sewer contractors must be
employed to construct side sewers in the City right-of-way.
Invasion into City right-of-way requires a separate permit.
3. The side sewer contractor assumes full responsibility for each
installation for one (1) year.
4. Trenches within City right-of-way must be restored to original
conditions. Street restoration fees shall be paid in advance
under a right-of-way permit. Contractors shall be responsible for
right-of-way failure due to poor compaction of fill.
5. No down spouts, footing drains or floor drains can be connected to
a side sewer system.
6. Pea gravel is required for bedding when installing sewer lines
through other than granular soil.
7. Cleanouts at property line and at house will have risers installed
to within 12" of surface grade with removable cap.
8. Commercial establishments require a minimum of six inch (6") side
sewer line.
9. Side sewers may not be installed closer than thirty inches (30")
to any structure.
10. Cleanouts are required at 30"-60" from each plumbing exit line and
at minimum intervals of 100' along sewer line run.
11. Side sewer lines must be laid 0 at a minimum grade of 2% (1.150)
and maximum grade of 100% (45
12. No turn in side sewer gre8ter-,than 450 (1/8 bend) is allowed
be ?een' cleanout. All 90 turns must be constructed of a
45 (1/8 bend) and wye with removable cap for cleanouts.
13. No cleanout shall be paved over. If located in pavement, cast
iron,lids, will be installed.
14. All connections will be of gasketed type. No solvent joints
unless prior approval is granted.
71, q0 �DAX_5
CITY OF EDMONDS'
-DVT_Qx,1C PERMIT Q 5
8 0
Address of Construction -
Property Legal Description (Include all easements):
-Z -7 7; F_
4
LOT�, S, c1l, Aw� 10.1 GC LT AIM,T-',';H 00 U AQr> A io�-'
Owner and/or Cohtractor:
1'C,20,)0 CC 0-1-1 KtZ- 990319
State License No Building Permit No.
13 Single Family
13 Multi -Family (No. of Units
14 Commercial
C3 Public
Invasion into City Right -of -Way: Nc
RW Construction Permit No.
Cross other PrivateProperty: tq 'No
Yes
1:1 Yes
Attach legal description and copy of recorded easement
I
I certify that I have read and shall comply with all city requirements
as indicated on the back of the Permit Card. 11 __1_.
Da;te
I - Iv - -L000
* CALL DIAL -A -DIG (1-800-424-5555) BEFOR&ANY EXCAVATION *
OFFICE USE ONLY
FOR INSPECTION CALL 771-M2, PUBLIC WORKS DEPT.
PermitFee: q/.xO.U-)
Issued By
Trunk�.Cha,rge: Date Issued:
Assessm6nt Fee: Receipt No.:
Lid No.:
F,a4iill Inspection: Date -Initial -
Comments
Reason Rejected: Date -Initial
Final Inspection Approved: Date -Initial-
** PERMIT MUST BE POSTED ON JOB SITE **
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised 3190
I
November 16, 1999
Crowriover Construction Company
11715 SE 5h ST. 4210
Bellevue, WA 98005
VIA FACSIMILE (425) 454-1368
ATTN: Mr. Doug Klein
101
J7_
LNO V 1 7 1999 i
ION 00 INC.
RE- SIZING GREASE TRAP—WESTGATE CHAPEL
N-B PROJECT NO: 98089C
`%�TY_
0 Pr V
Dear Mr. Klein,
Attached are the sizing calculations you requested. They are based on the information
you provided, Mechanical, Civil and Architectural Drawings dated 9-15-99.
The kitchen layout and appliance schedule indicates the kitchen will be supplied with
residential, not commercial, kitchen appliances. I've attached the UPC definition of
single service kitchen as opposed to a fully equipped commercial kitchen as it applies to
the 1997 UPC sizing requirements. lt is my opinion that if the kitchen will be operated
with plates and silverware used only one time (or disposable) that it meets the single
service kitchen requirements for lower grease trap sizing.
I've attached some options for pre -made grease interceptors for your consideration to
install on the project. As long as they meet the minimum required capacity shown in the
calculations, you may choose any model that is convenient.
Please do not hesitate to contact our office should you have any questions regarding this
matter.
Sincerely,
Nelson- Bo u rdages, a Division of Poggerneyer Design Group, Inc.
Jerome Duran, P.E.
Project Engineer
NELSON-BOURDAGES
a Division of Poggenleyer Design Group, Inc.
5 12 SiXth StFOCt SOLIth, SUJU 202 * Kii Idand, WA 98033
(425) 827-5995 - Fax (425) 828-4850
NELSON-BOURDAGES, INC., P.C.
a division of Poggemeyer Design Group
CROWNOVER CONSTUCTION
WESTGATE CHAPEL
Based on 1997 UPC sizing requirments,
Appendix H, section H 106.2
Sizing Formula:
11 * 2 * 3 * 4 -- Interceptor _
1 = Meal Served at Peak Hour
60 meals per hour
2 = Waste Flow Rate
2 gallon flow, single service kitchen
3 = Retention Times
1.5 hours
4 = Storage Factor
1.5
required capacity = 270 gallons I
note: above values based —on single service kitchen and plan
(by Dennis Batty & Associates) with residential (not commercial)
appliances installed in kitchen
DATE: 11/15/99
BY: JJD
Job No. 99089C
IPA
A
43:. ; -- " .:c V 0,
1r, I YA
0 V, i
C)� NVAS
Cob
4685
C,
I EXPIRES /1�,j I ( 3,2661 1
NELSON-BOURDAGES, INC., P.C. DATE: 11/15/99
a division of Poggemeyer Design Group BY: JJD
Job No. 99089C
CROWNOVER CONSTUCTION
WESTGATE CHAPEL
Based on 1 7 UPC sizing requirments,
Appendix H, se tion H 106.2
Sizing mula:
I * 2 * 3� 4 = Interceptor S
— j-z , 'e'
1 = Meal Se��
ONE d at Peak Hour
XOeals per hour
2 = Waste Flow Rafe, 1-11,
6 gallon'�q�, with dishwashing machine
3 = Retention JTA—es
2-5 hours
rage Factor
required capacity = 900 gall
note: (above values based on fully equipped commercial kitc'H-en
S
C)
34685
NA1-
I EXPIREs ADIJ i3.1oOl-j
U A : Z -4 1- 111 1 Ht- III U %J A
qW
Uniform Plumbing Code Interpretafions Manual
M
Appendix H - Item Number I
SuBjEcr SINCLE SERVICE KITCHENS
SECTION: Appendix H
REFERENCE: Uniform Plumbing Code, 1997 Edition
LAST REviEw: 1997 1APM0 Code Interpretations Committee
QUESTION: Could you please define the term single service kitchen as used in
Appendix H,
ANSWER; The term single service kitchen as used in Appendix H refers to a fast food
type of restaurant where all plates, cups, knives, forks, spoons, etc. used
for serving and consuming food products are used only one time 'nd
then discarded. This type of operation reduces the a-*m'ount of grease
entering into the sanitary system and is reflected in the reduced Table
H-1, Item 4, Sizing Criteria.
INTERNATIONAL AssocwioN OF PLUMBIN(; AND MECHANICAL OFFICIALS C 1999
No part of this publication may be reproduced without permission from lAPM0.
-429-
1.1 'il TUE 17, : 13 FA�� 2j� 4-1 1 4747 PIPE-' jNC :,��LES Z o 1 � -1, 1.) 11 .�
RECGIVIfillMED PROCEDURES POR SIZING
COMMEHCAL KITCHEN GREASE IN7 ERCEFTORS
PLUIMBING CODE - APENM)�
Ntj%l�
':R ;)F VEALS �%-ASTE FLOW RETENI ION S', 0KA"t UA.PACITv
��k ",16146 x P"'T E x rim[ X FA','iO"R �* IN CALLONS
GREASE INTERCEPTOR
500 GAL. CAPACiTY
AT4 0"DEPTH
125 GAI , ��
-4 IV 11
tio 0
W10TH
WIDTH 4'-B'
LENGTH V-0'
N,!!.R
(r,?-s
0 13
0 23
13AL
I
14242AL
E C 0 M M E U 0 E D A P P L I C A T 1 0 N 5
ILEAGTO. 5'-&"
23AL
17248AL
I
jjjjGM 6'-Q'
M
J 3!L
-1
33AL
I
08iiM—D
'Y"
F 2 17 PIPE lNe I 3.,�LES
.33 -;71 47,
2 11).,3 (1 (1 �'
(.2C 05—m)
1.9
A
4' 7'
x
�X
71 --Q
yj C
V3
Em
^REAS' INTERC17PTOR
NOTE.
1. �'"' NCR-TE: 26 DAY COM'lil(:—lci�l S- �E�iG I
2. RE BAR: ASTIM A -El � GRAD: E.�
3. M IS k: k7l-O A. I �� "!:Lk�; a
NSU Acl-'l 8-K %1LON'i I'M
AS'TV'
LIND", RGFOU:4Z P;E' AST DONI-R--T� (7,1
Lu'AOS. OC 7R JCK N,-4C611 :MRACT P--.R
6. FILL Wa-PAN Wp,: Lim L � I'LR!-.11 J, � i','! W
7 GRo, viATER 0�1, ' v
8. V�NMLATC %Tl�'.PTOR bEFWE KRJUC
0� CONTRACTCR TO �:,PPLV ' IIIS-IALL ALI S '�AMr,',,:tjC r'r.�
CIMHINGTON --ITUE 0,10()
C,
uv U �- Ll U U— U 129) LS <Y u a uu W
p
I
E,
I
AQ, T-TZ
I L
Ali
L- -j
415 - G-1 CONSTRUCTION COMRANY
v- L-ug"C.", 11715 SE 5th St., #201 o Bellevue, WA 98005 * (425) 454-8978
Contractors Registration No. CROWNCCO77KR o FAX (425) 454-1368
TRANSMITTAL RECORD
To: �J.nQ e- Date n 0 �2 000
a2l".1 oil -;'C' io J o b
V
Location
We are sending:
Vendor:
Quantity
Attached
Separate cover by
Drawing No.
Description
For approval Approved as noted
Foryouruse Not approved;
please resubmit
Per your request
Remarks: For your files
JAN 10 2000
JAN to f'FVELOPMENT SERVICES
DE'VELOPMENT SERVICFS Orl.TrUr-TI.11.1:1111��l
Job No. Code
no/ . ...... By:
L
C)
CITY OF EDMCM
CONSTRUCTION PERMIT"I
TEL
L-,, G--j
-110-F 1�
:,Y-2
PERMIT
NUMBER 4
U� E
'E
17
JGAL OESCRIP11ON C�E IL 1�1 -1 -1
I PUBLIC RIGHT OF WAY PER oFFIC$AL STREE' MAP -,Esc A-d 0
,LMBE� Rw "'- R-1.11I 0
` E.1STINII REQUIRED DEUCAlIDN s-, L". P"- -- d C
2 22 6 "11 0 1
PROPLSED 0 1
"E'E'; N01 Q1 - rf-'RE� PRV PEou1PLD
�ES 11 NO
�-J.BE.
-[Czip TELEPHONE NUMBER
zo c -
LICINII ,CC
EXPIRA ION LATE
11107'11 A11V- lle�411111-' 4e4��It=
'/.-/s 1&, a�mvbk---, 0.--ILX
RF-1.EWE
AIEO REVIEWED El
e
VARIAN E OR C-J AW SHOpLINE A
SERA REVIEW SIGN AREA HEIGIII
Co'� PLETE I EXEMPT ALLOW�D JPROPOSED ALLOWED �PROPOSED
EXP I
LOT COVEfJAGE L�QUIHED SETRACKS (I..) I PROPOfho SETBACKS IFI
ALLOWED I PROPOSED FRONT SIDE REAR I FRONT UPSIDE Pekli
q
pmp"
T:. A,
r)COW--)i
o�242�
LOT AREA
PLANNINI� REV
CITE
PmeIN.-,'Ww
IjEW
0 kESIDENTIAL PLUMBINGIMFCH
COMPLIANCE OR
-COITION
[k��COMMERCIAL
CHANGE Or USE
�I`T SLOG
SIGN
CHECKED BY I TYPE 01 CONSIR
,
R,
S
A-'
GCAqq1ORT
GRADIIIG
IQ0O TOIE
'S
SERT
RETAINING WALL/
ROCKERY
FENCE
L— . —FT))
F
El S-1- CC%
HOT TUB,SPA
RENEWAL
SPECIAL IHSPECTOq
AEOUlREC 0 IES I
ARIA
OCCUPANT
LOAD
F 1E.ARKS
PROGRESS INSPECTIONS PER UBC 108
a
—LL—J" Lw—L
IN
"HE.
OF
0 S70PIES
-DESCRIBE
I NUMBER OF IRITICAL
N LING , AS
I-J, 'N.L. S , NR.BER,
PLOT PLAN,
WORK T
0 BE DONE (ATTACt'
FINAL INSPECTION REQUIRED
VALUATION
FEE
1`4 t,+e 4--
PLAN CHECK FEE
ru�-T-
BUILDING
-EA,
rLAZ I NO
PLUMBING
Pian Check No.
MECFIANICJI�
this Pe,mt cove(s work to be done on private property ONI�Y,
GRADINGIFILL
Any Construction on the public dompin (curts, sidewpilks,
driveways. marquees. etc.) will require separate permission,
STATESUPCHARGE
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work Is Started Within 180 Days
!�rorw OAAIN�GE FEE
ApDI,Can:. on behalf of tfln 0, her spouse. heirs, assigns and
ENG. INSPECTION FCE
SU cceSSnrj n -ICIE,51 ag,,�es to indemnify defend and hold
h a rr.,Ies� lrlt� City of Edmond S. WaShington.0 its of ficals.
yees. anti age is Tom any and all claims f r damages of
w"�!ever nature. arising directly or indirectly from the issuance
em',o'c'!',
of this permit. Issuaricp of this permit shall not be deemed t 0
PLAN CHECK DEPOSIT
10
y. Waive or reduce an, -oqui,emenl of any cil� ordinance
TOTAL AMOUNT DUE
"Or V way the City's ability to enforce an,, ordinance
imil in an,
I hereby acknowledge tral I have read this application: that the
infr,mair " n given is correct: and that I am the owner . or the duly
ATTENTION
authorized agent of the owner. I agroe to comply w;ih city and
state laws regulating construction: and in doing t" Work auihori
e in
d ereby. r. cersom will be employed in vio�ation of the L.1or
Code of the GotatI -Washington relating to Workmen's Compensa.
T.IS PERMIT
AUT, 0 RIZZF
01 L� T ES
OR, IOTE�)
R, ti�n Insuran,:e arto RCW 18�27.
0. .1of-T. 111AIE SIG�fo
IISPECTIO,
DEPA—EIT
CITY OF
EDMONDS
ATTtNTION
CALL FOR
INSPECTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIl - A FiNAL INSPECTION HAS 13EEN MADE AND APPROVAL OP 771-0220
A CERT, FICATE OF OCCUPANCY HAS BEEN GRANTED. Ul:,:
SECTION 109
0
0�
APPLICArION APPROVAL
This application is not a permit until
Deputy: and fees are paid. ane, receipt is
signed by the Suilaing official or his/her
acknowledged in space provided.
T11... 11 DAIE"
If I I
�-G �NA-, - Ir''. YELLOW - jR-*'—P�CC-,-U
PINK GOLD Assessor
P,
0
1t4, 0 7
0
o b old
0. C)
0 a 0
0; o 09
FW3111
HE
z
Kr
M
a-
L) 0
�n 0
(n LU
Lu a:
Ln u-
LIJ
<
W UU
U)
0
LLJ
LL C
ZI
Z
go
0
PEr.MlT
CITY OF EDMONDS NUMBER
-'0
CONSTRUCTION PERMIT APPLICATION
4
�A c -z, c) Ii ujD�'
I-F
AAFTALJ,,jj7�4-5
A[1,1.( S -
70(�
TjL-ET47-FTU`M9E-
E XPIfIA I IOPI DAT
t-ecal Description of Properly - include all easements
TE5CP ApP11-C
F�BILIC FIG"I OF — PEA (trFICIAL 5- -P
110.1"10 01411CATI."
P—e�
ML!� II �D,� 1 011 !,'-'1 100""'11—
INI;I"l LI1111, 1111,111 017FO
� r SEPA PIEVIEW..' 8, LN' 'OE
I ALLOWEDI"'N AREPROPOSED 'oM'LETE E-f.
E�P
VARIANCE OR cu
ir
TE
I 9,/g
H�1114T
TBACK, VIFJrE
s s LOT jO
1AG.1 ZOE REA A Z I I
REMARKS jP
T, , Ic ... I
IP I_, ". _5 17, c" I(r),
"L.,
RESIDENTIAL
M ILUIA.I.C.'sEcH
0 COMPL ANCE OR
:'ATrzw�F& 6WA3mej
D111:101
IVERCIAL
CHIN I GFUIE
1,1AII)tNC, C---
SIGN
IENCI
_FT)
"ECKED BY j1I1EAC.NST.UCTI(JJV C.L�.�
l "`� T
r �A::'A
nETAtN " WALL/
O,KE,'Nyr
s.11, POOL
T TLJWSPA
E] RENEWAL
I
SPECIAL 114SPECTOR OCCUPANT
AEOUIRED Lcl!)
[.AnK'
PROGRESS INSPECTIO!"." 1`;�A UBC 108
1 1 U�t tll,-SINE�S 00 ACI$V-� EXI'LAIN
1A I, I Or_ 1-1
No" BE P 11
Cl.'TICAL
�F.
01 DW LLING
1.01, I's u NI s
A [A ,
"J""""
0
- cECAIt�r,VCAK7O BE D. At I ACH PLOT PLAN)
k ZE
GLAZING
Plan Check No.
Th,s Permit covers work to be done on private property ONLY.
An ccns ruction on the public domain (cUrtfl. sidewplks.
driveWayli, Mhrque-s, Etc.) Will req Lire sepa'ale permision
Perrinit Application: ISO Days
P.,.Plf Limit: I Year - Provided Work Is Started Within 180 Days
-7AL2IICjjn:. on behalf of his or PIP, spouse. heirs, assigns and
_,u_-cessors in nteresl. agrees to indemnify. deler%0 and hold
is o
narrnie3s !h, C-!y of Edmonds. Washirrglon,p fl,cials.
P S ,
_mjGve- . an ace n Is I ro, any a id all c alms I 'ArTIages of
Wfr,.�.te,el natur,. arismg dirf-.Ily or n0irec�ly from the issuance
of in(-, vc-it Issuance of this riermit sha:l not be deemed to
lod,fl. Waive or rc.,IL-ce an,. requirement o Any city ordinance
nor limit in anv way the Ci:y , Ability to enforce any ordinance
ro v, Sion
I hereby aC�vr.owledge that I have read this appliCil, lion; that the
,fUrmalion given is correc!: Pnd that I am the owner ' or the duly
aulnorij-d agent of the owner, I agree to Comply with c)ty And
sja�e laws regulial I ng Construction: and in,doing the work authoriz.
ec PereGy, no ) ers,,n will be employed n violation of the Labor
Code of the State Of Was-tv�relating to Workme,'s Compensa
:,o, Insurance anO<C W,8
c"-Ep c" AGE"
--- Z
z
E 1Lc
FT "
L
-iPg
FINAL INSPECTION REOUIRED
VALUATION
FEE
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
GRADINGIFILL
IA'r.SURCHARGE
STORM DRAINAGE FEE
ENG INSPECTION FEE
PLAN CHECK DEPOSIT
I
TOTAL AMOUNT DUE
i 1
APPLICATION APPROVAL
AT
T-S IE-.-'
,iUT1IO.IZ(ES
This application is not a permit until
ONL� -E
signed by the Building Official or his/her
WOR, 1OTE0
Deputy: and fees are paid. and receipt is
ISPECTIO'
Acknowledged in sDaC? Provided.
DEPA.TVEIT
FIE DATE
rf- T (7
CITY OF
EDMONDS
DATE
TTENT16N
CALL FOR
INSPECTION
11 IS UNLAWFUL TO USE OR OCCUPY A SUILMNG OR STRUCTURE
UNTIL A,F:NA�,INSPECTION HAS BEEN MADE AND APPROVAL OR
771-0220
It n C 11 W
OPIGINAL YELL.0% - 0,
So eC
'S
A CEPTFCA, OF OCCUPANCY HAS BEEN GRANTED. USC
SECTION 109
PINK - O,,ne, GOLD - Astessor
0
9
A A,
CD
'
o
A o
0
0 0
or
A
0 0
(mini
'a'. 1%9 V
STATUS: APPROVED
Pernift Number: ENG20070438
121 5TH AVENUE NORTH EDMONDS,WA 98020
PH%NE: (425) 771-0220 FAX: (425) 771-0221
ENG20070438
Address of Pubfic Use/Encroachment: 9303 228TH ST SW, EDMONDS
PROPERTY OWNER BUSINESS OWNER
WESTGATE CHAPEL INC
22901 EDMONDSWAY
EDMONDS, WA 98020-5043
8FT OF FENCE ENCROACHES TNTO BIOSWALE ON WEST SfDE OF PARKING LOT
STREET USE: Placement o 'anv temporaly or movable objects in ani, portion of public space or City right -of' -way
shall meet all code requirements as setforth in thefollowing chapters of the Edmonds Community, Development
Code.
ENCROA CHAIENT.- Permanent structures encroaching upon any portion oJ'public space, Cio, right-of-way or
easement area shall meet all Code Requirements as selfiorth in thefollowing chapter of the Edmonds Community
Development Code.
CODEAPPLIC4TION: Chapter 18.70, 17.65, and 17.70.040 of the Edmonds Community Development Code. .411
terms ofthe adopted ordinance tire incorporated herein as �f selforlh infull and this permit lher�fore is subject to
the terms of those chapters.
FOR THE TERMIN WHICH T111SPUBLIC USEIENCROA CHIVIENT IS IN EFFECT, T11E OwNER S11ALL COA1PL 1'wITH
THE PERMIT CONDITIONS SET FOR TH B Y THIS PERMIT.
NOTE: The issuance of this permit is understood by the owner to be ofa temporary nature, shall vest no
permanent right and shall be issued and may in any case be revoked at the sole discretion of the Cio, per ECDC
18. 70.040. Applicant is responsible to provide a copy of the insurance certificate to the City at the beginning of
each calendar year, no later than the 2 Ist day of January.
INDEMNITY: TheApplicant understands and agrees to hold the City of Edmonds harnilessfrom any injuries,
damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the
applicant or the Ciq, of Edmonds, or any of its departments or employees, including but not limited to the defense
of any legal proceedings including defense costs, court cost, and attorneyfiees by, reason of granting this permit.
In addition, the applicant understands that helshe shall provide and continually maintain during the term of the
permit a ceritificate of insurance naming the city as an additional insured, with respect to liability, andproviding
that it shall be primary as to any other poliq-v of insurance.
THIS APPLICATION IS NOTA PERMITUNTIL SIGNED BY THE CITY ENGFNEER OR HISMER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED.
Printed:
DATE
February I I
FILEC�PY F-1 INS PECTOR COPY F-] APPLICANT COPY
0
0
STATUS: APPROVED
ENG20070438
• The proposal will not adversely irripact public space open to vehicular or pedestrian travel.
• Architectural Design Board Approval has been granted or the process has been adninistratively approved.
• The proposal will not unreasonably interfere with the rights of the public.
• The proposal either benefits the public interest, safety or convenience (e.g., supports or protects the city street)
or is an accessory structure such as fence normally associated with residential use of the property as My
complies with the requirements of criteria 3 above.
* None
When recorded mail to:
City Clerk CONFORMED COPY
City of Edmonds 200802040596 5 PGS
121 Fffth Avenue North 02/0412008 4:Rm
, �46,00
Edmonds, WA 98020 SNOHOMISH COUNT ASHINGTON
SPACE ABOVE THE LINE FOR RECORDERS USE
Assessor's Parcel No.: rJ()v,544?iQ006(0&0
Applicant: WJSffk1k, Jjj� 17VIC,
ENCROACHMENT AGREEMENT
This ENCROACHMENT AGREEMENT ("Agreement') is entered into between the
CITY OF EDMONDS C'City") and Wt 6+q6Jf- UyVLA rne-,
("Ownerfs]'), in accordance with Chapter le.70 of the'Edmonds Community Developm—ent
Code.
1. The Property. Owner is the owner of that certain real property located at
3 3-- �-'Ie r, r, -5- W , within the City of Edmonds,
Washington, Assessor's Parcel Number c>OT4416C=fr��&5
and To�e particularly described as follows P,4kk(4,,Z. Loi�
Uri (K-0 - I 1110 &a ID14V (0.1-D —, or
as described in Exhibit "A" attached hereto and incorporated herein by reference.
2. The Easement. The City right-of-way adjacent to owner's property or an
existing easement used for (strike those that don't apply) [street, road, alley, trail, sidewalk,
bikepath, pedestrian easement, sanitary sewer, water, storm, other
3. The Encroachment. The Owner desires to encroach upon the public
.easernent and the City hereby covenants and agrees and grants its permisgion to Owner to
allow 8 F7 Or F---*6,9 - 47 ' A A W. 6 o R IVi�X 0 F 7-A�1-
46PE Iro to remain in a portion of
the City right-of-way/easement. A partial site plan, scaled 1 "=20', showing the location of the
e . ncroachment is attached as Exhibit "B" and incorporated by reference. This Agreement is
subject to the following terms and conditions:
-1of4-
a. On behalf of themselves, their successors and assigns, the Owner promises to
maintain, repair, remove and/or replace the encroachment located in the easement
at their sole expense to the standards established by the'City. All maintenance,
repair, removal and/or replacement shall be conducted solely at the Owners'
expense.
b. The Owner, on behalf of themselves and their successors and issigns,
acknowledge that the City had no obligation to approve the encroachment within
the easement for the sole benefit of the Owner, and the agreements contained
herein, provide sufficient consideration for the Owner and their successors and
assigns to maintain, repair, remove and/or replace said encroachment located in the
easement at their sole expense in perpetuity.
c. The Owner Promises to indemnify and hold harmless the City, its officers, agents
and employees from any loss, claim or liability of any lend or nature arising from
or out of its promises contained within this agreement, including any damage that
may be caused to the encroachment by the City's operation, maintenance, repair,
replacement or other work related to construction activity within the easement
This promise to hold harmless and indemnify includes defense by counsel of the
City's choosing, the payment ot reasonable attorney's fm and court costs.
Nothing herein, however, shall be interpreted to require the Owner to indemnify
the City from the negligence or intentional tortuous act of its employees, officers,
or agents.
d. The Owner shall at the request of the City, promptly remove, repair, reconstruct,
and/or replace the encroachment at the Owners' sole eXpense. Upon receipt of
notification from the City that the City requires removal of all or portions of the
encroachment from within the easement, the Owner will promptly remove those
portions of the encroachment from within the easement area as required by the
City at their sole expense. If the portions of the encroachment required by the City
to be removed are not timely removed by the Owner, they shall be removed by the
City at the expense of the Owner, and the,Owner shall reimburse the City for the
costs of removal of the encroachment and disposal of materials as well as for any
increased construction costs or consequential damages incurred by the City due to
the Owners' delay. In the event that portions of the encroachment must be
removed to facilitate utility and/or construction activity by the City within the
easement or other requirements of the City, the Owner shall be solely responsible
for replacement of the encroachment at their expense upon completion of the
utility and/or construction or other activity by the City.
e. Whatever rights and obligations were acquired by the City with respect to the
easement shall remain and continue in full force and effect and shall in no way be
affected by City's grant of permission to construct and maintain the encroachment
structure.
-2 of4-
M
M
f. The property owner is required to provide and continually maintain during the
term of the permit a certificate of insurance naming the City as an additional
insured, with.respect to liability, and providing that it shall be primary as to any
other policy of insurance. A copy of the insurance certificate shall be provided to
the City at the: beginning of each calendar year, no later than the 2 1 " day of
January.
4. En'tire Agreement. This Agreement constitutes the entire agreement between
the parties with respect to the subject matter hereof and supersedes and replaces all other
agreements, oral or written, between the parties with respect to the subject matter. This
agreement may not be amemded except in writing in a document filed of record with the
auditor of Snohomish County, Washington.
S. Notices. Any notice which is required or may be given pursuant to this
Agreement shall be sent in writing by United States mail, first class, postage pre -paid,
registered or certified with return receipt requested, or by other comparable commercial
means and addressed as follows:
Kto MLQO!�
City Engineer
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
ILto the Owner:
which addresses may be changed from time to time by providing notice to the other party in
the manner described above.
6. Waiver. City's consent to or approval of any act or omission by Owner shall
not constitute a waiver of any other default by Owner and shall not be deemed a waiver or
render unnecessary City's consent for approval to any subsequent act by Owner. Any waiver
by City of any default must be in writing and shall not be a waiver of any other default
concerning the same or any other provision of the Agreement.
7. Termination of -A
2reement. In addition to any other remedy provided for by
law, the City reserves the right to terminate this agreement in the event the encroachment
negatively impacts or damages the City's easement and/or underlying -utility systems or
violates any condition of service adopted by the City, at its sole discretion, as may be
necessary to prevent damage to the City's utility system, or any other public facility which
may be impacted by the Owners' failure to properly use the easement.
8. Successo and Assigns. This Agreement shall be binding and inure to the
benefit , of the parties hereto and their respective legal representatives, successors, and assigns.
Owner agrees to incorporate this agreement by reference in any subsequent deeds to the
property, but any failure to do so does not invalidate this provision.
-30f4-
9. Camity. Each party represents that the person(s) executing this Agreement
on behalf of such party has the authority to execute this Agreement and by such signature(s)
thereby bind such party.
I a
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this f�� day
of 20
U
OWNER(S): oKoX
F;f- C4WF- f
B lyr- 'V4 #��
I , r� By:
C- '0� T
STATE OF WASHINGTON
COUNTY OF SNOHOMISH
This day, personally appeared before me,
to me known to be the person(s) who executed the withi a foregoing document and that
(helshelthey) --^e, signed the same as (hislherltheir) free and voluntary act
and deed for the uses and purposes therein mentioned.
Nolary Pu 'c
&1�10 V/7 Ze 6 cl-A '�e—q
Typed d Printed Name
CITY OF EDMONDS
By:_ �Aj
�Gll�� DIVIS��
My Commission expires:
-4 of 4.
oil �A LE
O...'slo
0
IU
U
0
V0
A�
is
OF VVP's oil
11
I"
IT
CANU
5WA
LAW 5CALE 1 -2.0'--0
WA171 C P,'A PAN 50
WESTGAT6 C14APLL MRKIN6 Lbl'
221,901 EPW)Nr)s wy. 9$03 tl)�oO9,97 PLW.
�VMOHD5 WA9002,0 E f-CROACWMENT OW " Eu.MWV5 WA 4)8020
ASCADE TIESSIS'LABORATORY, INC.
TESTING & INSPECTION / ENGINEERS
1 29 1 9 N.E. 126TH PLACE
.IRKLAND, WASHINGTON 98034 (425) 823-9800
EVERETT (A25) 259-0817
COMPRESSION REPORT
ILDING
ML
ATTN:
THE FOLLOWING WAS NOTED:
I FIELD TEST DATA
FIELD
REPORTNW5��w No. 45050
TRUCK SA AP/// —n4K TICKET!j5� I NO.
TIME
SLUMP
ASTM C- 143
% AIR
UNIT
WE�IGHT
AST C-138
YIELD
-�/CEMENT
FACTOR
TEMP.
ASTMC-1064
CONC
AIR
e)
AIR TEST METHOD: [] PRESSURE ASTM C-231 OR F� VOLUME ASTM C-1 73
EQUIPMENT USED I.D.
SLUMP CONE CSLCOO__ THERMOMETER CCOTHO
AIRMETER CCOAIO OTHER
TYPE OF BREAK: (A) Cone (C) Cone and Shear
(b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH
aA rCH DA rA FOR DESIGN % ADJUSTED
cu. Yo. WEIGHTS MOIST WEIGHTS
CEMENT .4
FLY ASH
C.A.
C.A.
C.A.
FINE AGG.
WATER
TOTAL
CYLINDER
NUMBER
DATE
IM DI;
DATE
TESTED
AGE
DAYS
SIZE
AREA
(SO. IN)
TOTAL
LOAD
STRENGTH
PSI
TYPE
BREAK
IV
t7��
9Y
7
1 -17-!�6 -o
3 Z80
A
0
.
S-;,7 19
9VQ�P
7Z -70-0
P
'.4-0
CONCRETE COMPRESSION MACHINE I.D. #(;(;OC;000 I
SAMPLE P/U DATE Q-V TEST METHOD e--) 314
SUPPLIER ----ZXffCEMENT TYPE
AEA ADMIX, CAC12
PLACEMENT AREA& NOTES
E-1 ASTM C-1231 SAMPLING IN ACCORDANCE WITH,
0 ASTM C-617 APPLICABLE CODES & SPECS. to tj
CU. YARDS PLACED
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT
INSPECTOR(S), NAME(S) PRINTED/2
BE REPRODUCED EXCEPT IN FULL, WITH, -
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY. INC.
INSPECTOR SIGNATURE
v
RE\oqSED 8/00
SIGNED BY
COPIES TO:
MGASCADE TES1 LABORATORY, INC.
TESTING & INSPECTION / ENGINEERS
12919 N.E. 126TH PLACE
KIRKLAND, WASHINGTON 9803A (A25) 6123-9800
EVERETT (A25) 25-0-1.
COMPRESSION REPORT
.61
ID
ATTN:
THE FOLLOWING WAS NOTED: L
FIELD TEST DATA
FIELD
REPORT N 0-312
No. 4-
DATE
CER 1. NU.
& .5
PROJECT
t7 h
LOCATION
tFdwood-7
BLDG. PERMIT NO.
OWNER
WEATHER
d I
TEMP. AT AM
.:Z'A,S I
AT PM
ENGINEER
ARCHITECT
CONTRACTOR
/� r-0 Wil 0 oi Y,
TRUCK SAMPLED RUCK TICKET NO. - MIX NO. —
TIME
SLUMP
ASTM C-143
% AIR
UNIT
WE�IGHT
AST C-138
YIELD
CEMENT
FACTOR
TEMP.
—
ASTM C- 1064
CONC
AIR
AIR TEST METHOD: F-j PRESSURE ASTM C-231 OR F) VOLUME ASTM C-1 73
EQUIPMENT USED I.D.
SLUMPCONE CSLCOO — THERMOMETER CCOTHO_ I'dl
AIRMETER CCOAIO — OTHER —
TYPE OF BREAK: (A) Cone (C) Cone and Shear
(b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH
aATCH DATA FOR
— cu. YD .
DESIGN
WEIGHTS
%
MOIST
ADJUSTED
WEIGHTS
CEMENT
FLY ASH
C.A.
C.A.
cr
C.A.
FINE AGG.
WATER
TOTAL
CYLINDER
NUMBER
DATE
MADE
DATE
TESTED
AGE
DAYS
SIZE
AREA
(SO. IN)
TOTAL
LOAD
ST ENGTH
PSI
TYPE
BREAK
:z 9
4
45
-7, &9n
Z
CONCRETE COMPRESSION MACHINE I.D. #GGOGU00
D ASTM C-1 231
SAMPLE P/U DATE TEST METHOD L-j Maim %,-all
SUPPLIER r6f� TYPE 4'
7-r-
AEA
ADMIX.
PLACEMENT AREA & NOTES r 0' -
SAMPLING IN ACCORDANCE WITH irl
APPLICABLE CODES & SPECS. e-
CU. YARDS PLACED
CAC12 % DESIGN STRENGTH
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED Q
BE REPRODUCED EXCEPT IN FULL, WITH.
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC. INSPECTOR SIGNATURE -e�
S'r'l 4?')
0
REVISED 8/00 1 SIGNED BY
COPIES TO:
CASCADE TES%G*LAB0R'AT0RY, INC.
TESTING & INSPECTION / ENGINEERS
1 2919 N.E. 126TH PLACE
XIRKLAND, WASHINGTON 98034 (425) 823-9 00
EVERETT (425) 259 _0:17
w I
COMPRESSION REPORT
TO:
ATTN:
THE FOLLOWING WAS NOTED:
FIELD TEST DATA
FIELD Ll�
REPORTNI� �'91�9k No. 45313
DATE
CERT. NO.,
Aut i
I 10,
PR04ECT
LOCATION
BLDG. PERMIT NO.
OWNER
"� cv I - 0 '9
WEATHER
s i'j 4.
TEMP. AT AM
.:Z7f7
AT PM
ENGINEER
ARCHITECT
CONTRACTOR
L.
TRUCK SAMPLED TRUCK TICKET NO. MIX NO.
TIME
SLUMP
ASTM C-143
% AIR
�
UNIT
WE�IGHT
AST C-138
YIELD
CEMENT
FACTOR
TEMP.
ASTMC-1064
CONC
AIR
Icume'eaAk.-
—
—
—
w
6?
�Q.,q.S
I
I
I
AIR TEST METHOD: F] PRESSURE ASTM C-231 OR F-1 VOLUME ASTM C-1 73
EQUIPMENT USED I.D.
SLUMPCONE CSLCOO — THERMOMETER CCOTHO 14V
AIRMETER CCOAIO — OTHER —
TYPE OF BREAK: (A) Cone (C) Cone and Shear
(b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH
a4 TCH DATA FOR
cu. Yo
DESIGN
WEIGHTS
%
MOISL
ADJUSTED
WEIGHTS
CEMENT
FLY ASH
C.A.
C.A.
C.A.
FINEAGG.
WATER
iTOTAL
CYLINDER
NUMBER
DATE
MADE
DATE
TESTED
AGE
DAYS
SIZE
AREA
(SQ. IN)
TOTAL
LOAD
STRENGTH
PSL_
TYPE
BREAK
:55-5
r?
4
3NIL
Z 50--
tf,--
1.77
Z, 5-70
qL
CONCRETE COMPRESSION MACHINE I.D. #C;COC;000 El ASTM C-1 231 SAMPLING IN ACCORDANCE WITH
SAMPLE P/U DATE TEST METHOD 0 ASTM C-617 APPLICABLE CODES& SPECS.
<7 e_1
SUPPLIER P1 CEMENTTYPE t_/172 &/Z70 CU. YARDS PLACED
AEA ADMIX. CAC1 2 % DESIGN STRENGTH
/17 L44 , __ . _ -17
A — -L — . . . - I I r /'.- t T, / , , _j _j
PLACEMENT AREA& NOTES
TEST RESULTS APPLY ONLY TO THE ITEMS r3;
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED
BE REPRODUCED IiXCEPT IN FULL. WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY. INC. INSPECTOR SIGNATURE
REVISED 8/00
SIGNED BY
COPIES TO: C-L-1 :I
SCADE TESA G LABORATORY, INC.
TESTING & INSPECTIG,-,f ENGINEERS
PREVIOUSU
109455
12919 N.E. 126TH PLACE
REPORT No. No.
KIR KLAND, WASHINGTON 98034 (425) 823-9800
EVERETT (425) 259-0817
DATE -, . CERT. NO.
FIELD K""EPORT
PROJECT
V
e-
LOCATION
2,-2- A' VIYA Q) A
TO:
BLDG. PERMIT NO. OWNER
2-CE-D (��_44 24-4,
WEATHER TEMP. AT AM
AT PM
ENGINEER
ARCHITECT
ATTN:
CONTRACTOR C'
_ 0 '.� ( _
(2)
(3)
INSPECTION PERFORMED
ITEMS INSPECTED FOUNDATIONS
RESTEEL/CONCRETE — XFRIEEL ONLY
FOOTINGS SLAB
RESTEEIJMASONRY STR.STfWELDING
AUGER CAST PILES COLUMNS
OTHER STR.ST/BOLTING
DRILLED PIERS WALLS
BEAMS
(4) 00
LOCATION (AREAS)
(D
"i 1,-\'\
ov
cv-'.. C)�� c e
(5)
CONCRETEIMASONRY MIX NO.
DESIGN STRENGTH (f'c)
SUPPLIER
TOTAL CU. YD. PLACED
SLUMP (INCHES)
SPECIMENS CAST
AIR CON 7".)
SEE CYLINDER REPORT NO.
�ZES_ NO — ITEMS INSPECTEDWERE IN CONFORMANCEWITH BLDG. DEPT. APPROVED PLANS
REMARKS:
u('A A
c
L_-D C_)�N
�� k , k
C111 ( ( 0 ( Ae-iA e cz�__
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED, THIS REPORT SHALL NOT
INSPECTOR(S), NAME(S) PRINTED
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC.
INSPECTOR SIGNATURE 77�7-
SIGNED BY
REVISED 8/06
*4
COPIES TO:
ASCADE TEST A LABORATORY, INC—
TESTING & INSPECT10,�ENGINEERS PREVIOUS 109865
19,
2 9-N.E. 126TH
PLACE
REPORT No. No,
KIRKLAND. WASHINGTON 98034
EVERETT
(425) 823-9800
(425) 259-0817 DATE ERT -NO
FIELD
K"EPOR"T
PROJkCT
LOCATION
TO:
BLDG. PERMIT NO. OWNER
WEATHER TEMP. AT AM
AT PM
ENGINEER
ARCHITECT
ATTN:
CONTRACTOR Dv eA "
(2)
(3)
INSPECTION PERFORMED
ITEMS INSPECTED — FOUNDATIONS
RESTEEL/CONCRETE
R TEEL ONLY
— FOOTINGS — SLAB
RESTEELJMASONRY
/S TR STIWELDING
— AUGER CAST PILES — COLUMNS
OTHER
STR.ST/BOLTING
— DRILLED PIERS — WALLS
— BEAM
( 4)
no�
LOCATION (A kS)
(5)
CONCRETE/MASONRY
MIX NO.
DESIGN STRENGTH (f'c)
SUPPLIER
TOTAL CU. YD. PLACED
SLUMP (INCHES)
SPECIMENS CAST
AIR C��T (%)
SEE CYLINDER REPORT NO.
YES — NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH ILDG. DEPT. APPROVED PLANS
REMARKS:
D ( a CvlA ( 0-
t'\
A \
S A
V \ ID C -- \ ( e-,-
TEST RESULTS APPLY ONLY TO THE ITEMS
'!REIN TESTED. THIS REPORT SHALL NOT
INSPECTOR(S), NAME(S) PRINTED
REPRODUCED EXCEPT IN FULL, WITH-
rr THE WRITTEN APPROVAL OF CASCADE
ITING LABORATORY, INC.
INSPECTOR SIGNATURE
'ED 8/00
SIGNED BY
TO:
_V-
CASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION / ENGINEERS
1 2919 N.E. 126TH PLACE
1IRKLAND, WASHINGTON 9803A JA25) 823-9800
EVERETT JA25) 259-0817
COMPRESSION REPORT
TO:_ .'rmco o
5
P 4JA v V, 5
ATTN:
THE FOLLOWING WAS NOTED: NO I -
FIELD TEST DATA
FIELD 0
REPORT No. 1'9 No. 45312
TRUCK SAMPLED ?f ?—Ac4q ZrRUCK TICKET NO. MIX NO.
TIME
SLUMP
ASTM C- 143
% AIR
UNIT
WEIGHT
ASTM C-138
YIELD
CEMENT
FACTOR
TEMP.
ASTM C-1064
GONG
A[
/5
AIR TEST METHOD: [I PRESSURE ASTM C-231 OR [-] VOLUME ASTM C-1 73
EQUIPMENT USED I.D.
SLUMP CONE CSLCOO — THERMOMETER CCOTHO
AIRMETER CCOAI0_ — OTHER —
TYPE OF BREAK: (A) Cone (C) Cone and Shear
(b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH
a4TCH DATA FOR
� CU. YD.
DESIGN
WEIGHTS
%
MOIST
ADJUSTED
WEIGHTS
CEMENT
FLYASH
G.A.
C.A.
C.A.
CYLINDER
NUMBER
DATE
MADE
DATE
TESTED
AGE
DAYS
SIZE
AREA
(SO. IN)
TOTAL
LOAD
STRENGTH
PSI
TYPE
BREAK
CONCRETE COMPRESSION MACHINE I.D. #U(;U(;UUU El ASTM C-1 231 SAMPLING IN ACCORDANCE WITH /p t
SAMPLE P/U DATE TEST METHOD El ASTM C-617 APPLICABLE CODES & SPECS.
SUPPLIER 's'0
_-6Et*W TYPE CU. YARDS PLACED
AEA ADMIX. CAC12 — % DESIGN STRENGTH —
PLACEMENT AREA& NOTES r t IF -
'In 1 .7.
TEST RESULTS APPLY ONLY TO THE ITEMS 1 1)
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC. INSPECTOR SIGNATURE L""r' le-e'v-s
8424)
REVISED 8/00 1 SIGNED BY
COPIES TO:
CASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION / ENGINEERS
1 2 919 N. E. 12 6TH PLACE
"IRKLAND, WASHINGTON 98034 (A25) 82:
EVERETT (4 2 51 2 5 �":9.: 0, 0,
COMPRESSION REPORT
TO
A-17N-
THE FOLLOWING WAS NOTED:
1 4 FIELD TEST DATA
FIELD
REPORT N
�? go. 44941
DATE
CERT. NO. —
�?I_�_I(zx-)(
0/0 Z —15�E
PROJ T
e57�-�7-le Cl�q
LOCATION
BLDG. PERMIT NO.
OWNER
�� --
WEATHER
TEMP.
1 __14
5
1'e"f -.16
AT PM
ENGI?NR
4 Z 412 1��Ra A-tll
ARCHITECT
-6-0-NTRA
It
X-NO.
TRUCK SAjL WlXed T640-TICKE1 0M x
TIME
SLUMP
ASTM C- 143
% AIR
UNIT
WEIGHT
ASTM C- 138
YIELD
CEMENT
FACTOR
TEMP.
ASTM C-1064
CON_C_TAIR
AIR TEST M&HOD: F-1 PRESSURE AST14 C-231 OR VOLUME ASTM C-1 73
EQUIPMENT USED I.D.
SLUMP CONE CSLCOO TFIRMOMETER, CCOTHO
AIRMETER CCOAIO HER
TYPE OF BREAK: (A) Cone (C) Cone and Shear
(b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH
BATCH DATA FOR
cu. YD.
WEIGHTS
%
MOIST.
ADJUSTED
WEIGHTS
CEMENT
FLYASH
C.A.
C.A.
C.A.
-d
FIN EAGG.
WATER
TOTAL
CYLINDER
NUMBER
DATE
MADE
DATE
TESTED
AGE
DAYS
SIZE
AREA
(SO. IN)
TOTAL
LOAD
STRENGTH
PSI
TYPE
BREAK
7
CONCRETE COMPRESSION MACHINE I.D. #CCOCOOO El ASTM C-1 231 SAMPLING IN ACCORDANCE WITIt
SAMPLE P/U DATE TEST METHOD 0 ASTM C-617 APPLICABLE CODES & SPECS.
lVehSUPPLIER 6M 61�71 4,7f CEMENTTYPE CU. YARDS PLACED /(!�a
AEA ADMIX. CAC12 % DESIGN STRENGTH
PLACEMENT AREA& NOTES 005 —'C-Z7r 4'
W
. I/ I Z - , - t . , � /_ / � __ L_ /. / 'If - — /. - _/_ / I
TEST RESULTS APPLY ONLY To THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTIED
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC. INSPECTOR SIGNATURE /�",//z- ),gee
REVISED 8/00 SIGNED BY
COPIES TO:
CA ADE TESTING LABORATORY, INC.
TESTING & INSPECTION / ENGINEERS
1 2919 N.E. 126TH PLACE
"IRKLAND, WASHINGTON 98034 (425) 82 3-9800
EVERETT (425) 25 9.0817
COMPRESSION REPORT
TO
ATTN:
THE FOLLOWING WAS NOTED:
A FIELD TEST DATA
FIELD 0,
REPORT No. 4s ns n
DATE
7
CERT NO.
0/0 7
PR07CT
LOCATION
BLDG. PERMIT NO.
OWNER
WEATHER'
TEMP. 01--rn
/'A -':�/
AT PM
EN N R_
GZao
/ e- / z2 z'�Z�' 7'�t
ARCHITECT
CONTRACTD�,,,,
Z'6 L '7_ -
TRUCK SAJAI �� AffrKTICKEI!�tjin qM N 0'.
TIME
SLUMP
ASTM C-143
AIR
UNIT
WEIGHT
ASTM C- 138
YIELD
6/CEMENT
FACTOR
TEMP.
ASTM C-1064
CONC
AIR
_bl'
AIR TEST METHOD: E] PRESSURE ASTM C-231 OR F-1 VOLUME ASTM C-1 73
EQUIPMENT USED I.D.
SLUMP CONE CSLCOO THERMOMETER CCOTHO
AIRMETER CCOAIO_ OTHER
TYPE OF BREAK: (A) Cone (C) Cone and Shear
(b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH
aA TCH DATA FOR
- cu. Yo
DESIGN
WEIGHTS
%
MOIST
ADJUSTED
WEIGHTS
CEMENT
if
FLY ASH
U.A.
C.A.
C.A.
FINE AGG.
WATER
TOTAL
v
CYLINDER
NUMBER
DATE
MADf
DATE
TESTED
AGE
DAYS
SIZE
AREA
(SO. IN)
TOTAL
LOAD
STRENGTH
PSI
TYPE
BREAK
177
CONCRETE COMPRESSION MACHINE I.D. #UU(.)U(.)00
SAMPLE P/U DATE TEST METHOD
SUPPLIER:�� CEMENTTYPE
AEA ADMIX CAC12
PLACEMENT AREA& NOTES
'!!�Fkt I
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRIN?TE
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC. INSPECTOR SIGNATURE
REVISED 8/00 SIGNED BY
I
COPIES TO:
0 ASTM C-1231 SAMPLING IN ACCORDANCE WITH
El ASTM C-617 APPLICABLE CODES & SPECS.
CU. YARDS PLACED-
% DESIGN STRENGTH
N,
0
ASCADE TESANG LABORA'TORY, . INC.
ESTING & INSPECTION / ENGINEERS
12919 N.E. 126TH PLACE
KIRK LAND, WASHINGTON 9803A (425) 823-980C
EVERETT (A25) 259-08 17
COMPRESSION REPORT
ATTN-
THE FOLLOWING WAS NOTED:
FIELD TEST DATA
FIELD
REPORT *-'0 4 2 9 2
DATE
CERT NO.
;? -,- -3 - c' '/
I
PROJECT
LOCATION
BLDG. PERMIT NO.
OWNER 10,
Ao 0 / e
-WEATHER
TEMP. AT AM
AT PM
ENGINEER
ARCHITECT
CONTRACTOR
TRUCK MPLED �U!S�_ TRUCKTICKETNO. S_ M I X NO. J-01
TIME
SLUMP
ASTM C-143
% AIR
UNIT
WEIGHT
ASTM C- 138
YIELD
CEMENT
FACTOR
TEMP.
ASTM C- 1064
CONC
AIR
ell
AIR TEST METHOD: F-1 PRESSURE ASTM C-231 OR 7 VOLUME ASTM C-1 73
EQUIPMENT USED I.D.
SLUMP CONE CSLCOO_ THERMOMETER CCOTHO
AIRMETER CCOAIO OTHER
TYPE OF BREAK: (A) C ne (C) Cone and Shear
(b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH
a4TCH DATA FOR
CU. YD�
DESIGN
WEIGHTS
%
MOIST
ADJ
CEMENT
FLY ASH
.A
C.A.
C.A.
FINE AGG.
WATER
[TCO ITA L
CYLINDER
NUMBER
DATE
MADE
DATE
TESTED
AGE
-DAYS
SIZE
AREA
(SO. IN)
TOTAL
LOAD
STRENGTH
PSI
TYPE
BREAK
.90 -7 �5
?
7 -- 41.0
e,f�
ZT W7
Ga
A
zQ 79
S__10
;� f-
I
jo6ssa
LIZ"
A
3075
1 -z � e�v
L�L-/ 0 (y
CONCRETE COMPRESSION MACHINE I.D. #CCOCOOO I UrASTM C-1231 SAMPLING IN ACCORDANCE WITH
SAMPLE P/U DATE -7-17 TEST METHOD C--31 C3 ASTM C-617 APPLICABLE CODES & SPECS.
SUPPLIER CEMENT TYPE CU. YARDS PLACED
AEA ADMIX. CAC12— % DESIGN STRENGTH CD 0
PLACEMENT AREA& NOTES
10 7-11141z— (I ;
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC.
INSPECTOR(S), NAME(S) PRINTED
INSPECTOR
REVISED 8/00 1 SIGNED BY
COPIES TO: k-11
ASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION / ENGINEERS
12919 N.E . 126TH P LACE
KIRK LAND, WASHINGTON 9803A (A25) 823-9800
EVERETT JA2S) 259-08 17
COMPRESSION REPORT
TO
ATTN-
THE FOLLOWING WAS NOTED:
FIELD TEST DATA
sUILDIHS
FIELD
REPORTNo. No. 4292`3
DATE
CERT No.
-2—
elo 7 5-4-
PROJECT
LOCATION
,;z �" '-*e /
BLDG. PERMIT NO.
OWNER
A0 0 / 6 f,:? �/
WEATHER
TEMP. AT AM
AT PM
ENGINEER
ARCHITECT
CONTRACTOR
TRUCK SAMPLED TRUCKTICKETNO. M I X NO. J'V-? C7-1
TIME
SLUMP
ASTM C- 143
% AIR
UNIT
WEIGHT
AST� C- 138
YIELD
CEMENT
FACTOR
TEMP.
ASTM C-1064
CONC
I AIR
AIR TEST METHOD: [-I PRESSURE ASTM C-231 OR [_1 VOLUME ASTM C-1 73
EQUIPMENT USED I.D.
SLUMP CONE CSLCOO_ THERMOMETER CCOTHO
AIRMETER CCOAIO OTHER
TYPE OF BREAK: (A) Cone (C) Cone and Shear
(b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH
BATCH DATA FOR
— CU. YD
DESIGN
WEIGHTS
%
MOIST
ADJUSTED
WEIGHTS
CEMENT
FLY ASH
C.A.
C.A.
C.A.
FINE AGG.
WATER
iTOTAL
CYLINDER
NUMBER
DATE
MADE
DATE
TESTED
AGE
DAYS
SIZE
AREA
(SO. IN)
TOTAL
LOAD
STRENGTH
-PSI
TYPE
BREAK
30 -7
4'2
7-
.-Z-7
-
30 79
S-10
-� e-
3075
-10
CONCRETE COMPRESSION MACHINE I.D. #(;(-;(.)UUOO I [XASTM C-1231 SAMPLING IN ACCORDANCE WITH
SAMPLE P/U DATE -7-17 TEST METHOD C--31 El ASTM C-617 APPLICABLE CODES & SPECS. .
SUPPLIER CEMENTTYPE CU. YARDS PLACED
AEA ADMIX. CAC1 2 — % DESIGN STRENGTH 0
PLACEMENT AREA & NOTES
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC.
REVISED 8/00
INSPECTOR(S), NAME(S) PRINTED
INSPECTOR
SIGNED BY
_s1_
COPIES TO:
SCADE TE BORATORY,
INC;.
:% JE
TE TING&INSPEC r7NLGAlPN, ERS
PREVIOUS
12919 N.E. 126TH PLACE
REPORT N
No.
KIRKLAND, WASHINGTON 98034
EVERETT
(425) 823-9800 —
(425) 259-0817 DATE
CERT. NO.
6-0-E-Z-0 7 1
6107-16e
FIELD REPORT
PRO
��4je_
LOCATION
TO:
Z_
BLDG. PERMIT NO.
OWNEFf
1/71.6
za�v-,04Z-1
WEATHER
TEMP. AT AM
LIle vxle,,
illell
AT PM
""
R. -
Ma�
-7 I - I
ARCHITECT
ATTN:
C07ACTOR
(2)
(3)
INSPECTION PERFORMED
ITEMS INSPECTED
— FOUND
— RESTEEL/CONCRETE RESTEEL ONLY
— FOOTINGS
— SLAB —
STR.STfWELDING
AUGER CAST PILES
COLUMNS
--L//RESTEELJMASONRY
—
OTHER STR.ST/BOLTING
— DRILLED PIERS
L_-'WALLS
BEAMS
(4)
LOCATION(AR A
zap
7ZIA&�
(5)
CONCRETE]MASONRY MIX NO.
DESIGN STRENGTH (f'C) fed&
SUPPLIER
TOTAL CU. YD. PLACED
SLUMP (INCHES)
SPECIMENS CAST _
AIR CONTENT(%)
SEE CYLINDER REPORT NO.
ZYES —NO —ITEMS INSPECTED WERE IN CONFORMANCIEWITH BLDG. DEPT. APPROVED PLANS
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) P
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC. INSPECTOR SIGNATURE
CL,
REVISED 8/00 SIGNED BY Of
ASCADE TIES� JG LABORATORY, INC.
TESTING & INSPECT1014 / ENGINEERS
PREVIOUS
REPORT No.
2919 N.E. 126TH PLACE
'EVERETT
No.104721*
KIRKLAND. WASHINGTON 98034 (425) 823-9800
(425) 259-0817
DATE
CERT. NO.
:7 �3 I
PROJECT
LOCATION
,7
BLDG. PERMIT NO.
OWNER
WEATHER
TEMP. AT AM
-_ Z I
I'll 5— AT PM
ENGINEER.
�P 7-7 7L
ARCHITECT
ATTN:
CONTRACTOR
(2)
(3)
INSP TION PERFORMED
ITEMS INSPECTED
FOUNDATIONS
\;,/,.C. RESTEEL ONLY
' �CFOOTINGS
SLA B
,7'(--\RESTEEUCONCRETE
RESTEELIMASONRY STR.STfWELDING
AUGER CAST PILES
COLUMNS
OTHER STR.ST/BOLTING
DRILLED PIERS
WALLS
BEAMS
(4)
LOCATION (AREAS)
641
(5)
CONCRETEIMASONRY MIX NO. 522 -10 0 0
DESIGN STRENGTH (f'c)
SUPPLIER &I'll 111> " L,--1
TOTAL CU. YD. PLACED
SLUMP (INCHES)
SPECIMENS CAST '3
AIR CONTENT
SEE CYLINDER RE PORT NO.
1_xYES —NO —ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO.
REMARKS:
COPIES TO:
"e,
SIGNED-
"Ah
ftl
CASCADE TES� _JG LABORATORY, INC.
TESTlNG & INSPECTION / ENGINEERS
PREVIOUS 104736
12919 N.E. 126TH PLACE
REPORT No. No.
KIRKLAND, WASHINGTON 98034 (425) 823-9800
EVERETT (425) 259-0817
DATE CERT. NO.
-7
r / - 1 0 /0 7 .,-
PROJECT -
LOCATION
s-
TO'.
BLDG. PERMIT NO. OWNER
6
WEATHER TEMP. AT AM
AT PM
ENGINEER t)
ARCHITECT
ATTN:
CONTRACjQR
.
(�f A'f'1'e"e
(2)
(3)
INSPECTION PERFORMED
ITEMS INSPECTED FOUNDATIONS
RESTEELICONCRETE RESTEEL ONLY
FOOTINGS SLAB
RESTEEUMASONRY STR.STfWELDING
AUGER CAST PILES COLUMNS
OTHER STR.ST/BOLTING
DRILLED PIERS WALLS
'2
BEAMS
(4)
LOCATION (AREAS)
"-NCRETEJ/MA Y NO.
N ST
ppr_
s IER
TOTAL CU. YD. PLACED
SLUMP (INCHES)
SPECIMENS CAST
AIR CONTENT (%)
SEE CYLINDER REPORT NO.
.�—�YES —NO — ITEMS INSPECTEDWERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO.
REMARKS:
b 7
COPIES TO: FIELD REPORT
SIGNED:
F199-1-01
CASCADE TES-k jG LABORATORY, INC;.
TESTING & INSPECT10,-� ENGINEERS
PREVIOUS 4
109198.
12919 N.E. 126TH PLACE
REPORT No.
No.
KIRKLAND, WASHINGTON 98034 (425) 823-9800
EVERETT (425) 259-0817
DATE
CERT. NO.
o 9
Fr-l%
FIELU REPORT
PROJECT
yz
s
e-�
LOCATION
TO: )Lorr,- tj- L,ZhA c/l'-'
'-�'P90/
BLDG. PERMIT NO.
OWNER
St.
"? pe2 / - a Y "-,;"
WEATHER
TEMP. AT AM
AT PM
ENGINEER
ARCHITECT
3
ATTN:
CONTRACTOR
(2)
(3)
INSPECTION PERFORMED
ITEMS INSPECTED
FOUNDATIONS
RESTEEL/CONCRETE RESTEEL ONLY
FOOTINGS
SLAB
ESTEELIMASON RY STR.STfWELDING
AUGER CAST PILES
COLUMNS
OTHER STR.ST/BOLTING
DRILLED PIERS
-elwALLS
BEAMS
(4)
LOCATION(AREAS)
it I lot A41r, 6
(5)
Geffief��MZ'ONRY MIX NO.
DESIGN STRENGTH (f'c) /soo
SUPPLIER
TOTAL CU. YD. PLACED
SLUMP(INCHES) --60'ovi
SPECIMENS CAST _13 q) J
AIR CONTENT (%)
SE E CYLINDER REPORT NO. '953Z-21,
�-YES — NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS
r I - 4z� -;, a '� ." ' I I f "7
REMARKS: tO 4 t I L? c 1"vk- J��[ t�' L cl +z J
-e 66r cwl V WA
c yv, f A -A-, ZvOcAur-l- u-%*IvI:i lor�-
/1" CA s 5 0 � r-,:�) c-, �' f 6 A,-
oc� CA? kv ocklf-v� r ;- CA IQ 0-,,6 �A�IKF- \v yy,\4m
d r
1 4 *-7 -s
14
C147 �fv e2 ry L"' P
'& I I V\/�
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED- THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED
BE REPRODUCED EXCEPT IN FULL, WITH.
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC. INSPECTOR SIGNATURE
REVISED 8/00 1 SIGNED BY
COPIES TO:
M-10
"AmE
CASCADE TESI( �G LABORATORY, INC.
TESTING & INSPECT16Te/ ENGINEERS
PREVIOUS
REPORT 109460
2919 N.E. 126TH PLACE
,IRKLAND,
No. No.
WASHINGTON 98034 (425) 823-9800
EVERETT (425) 259-0817
DATES CERT � �Oc)-2_
FIELD REPORT
RO C
TO:
BLDG. PERMIT NO. OWNER
C.)4 24
WEATHER TEMP. AT AM
AT PM
ENGINEER
ARCHITECT
ATTN:
CONTRACTOR L) vaf"
(2)
(3)
OS
INSIDE ON PERFORMED
ITEMS INSPECTED FOUNDATIONS
RESTEEL/CONCRETE RESTEEL ONLY
FOOTINGS SLA B _
RESTEEUMASONRY STR.STIWELDING
AUGER CAST PILES CO S
�0_
I
Z�HER STR.STIIBO�ING
CPAO
V.,
DRILLED PIERS WALLS
BEAMS
(4)
C) C) C.4-A
cm,j
LICIT�Zr
(5)
CONCRETEIMASONRY MIX NO.
DESIGN STRENGTH (f'c)
SUPPLIER
TOTAL CU. YD. PLACED
SLUMP (INCHES)
SPECIMENS CAST
AIR CO�rT I%)
SEE CYLINDER REPORT NO.
YES -NO -ITEMS INSPECTED WERE IN CONFORMANCEWITH BLDG. DEPT. APPROVED PLANS
REMARKS: 42 q-v) PA\) V
AA c�
/0 uc)( A A
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY INC. INSPECTOR SIGNATURE
REVISED 8/00 SIGNED BY
COPIES TO:
"Allk
"Am
ASCADE TES-k LABORATORY,
INC.
_,G
TE TING& INSPECTICW-/ ENGINEERS
PREVIOUS
REPORT No. 109648,
12919 N.E. 126TH PLACE
No.
KIRKLAND, WASHINGTON 98034
�D EVERETT
(425) 823-9800
(425) 259-0817
DATE CERT. NO.
1
zz4a__5 � 0/0 7
FIELD REPORT
PRM� / r
r ,A,qp
e� el
LOCATION 9'
g
TO:
'_�1076 / �L
BLDG. PERMIT NO. OWNER
WEATHER TEMP. AT
7 AT PM
ENGx7R
z)/
ARCHITECT
ATTN:
CONTRAr
(2)
(3)
INSPECTION PERFORMED
ITEMS INSPECTED — FOUNDATIONS
_,7R6�EI.JCONCRETE RESTEEL ONLY
FOOTINGS — SLAB _
RESTEEUMASONRY STR.STIWELDING
AUGER CAST PILES — CQIf0MNS
OTHER STR.ST/BOLTING
DRILLED PIERS �<
WALLS
BEAMS
(4)
AZI/v)
LOCATION AREAS)
4f
7
;'ed / :z
(5)
/fft
CONCRETE]MASONRY MIX NO.
DESIGN STRENGTH (f'c)
5 SUPPLIER CQ7_i!q Fill
TOTAL CU. YD. PLACED
SLUMP (INCHES)
'or �- --s
SPECIMENS CASTQ(!:�W6) /6
SEE CYLINDER REPORT NO.
AIR CONTENT
—L-YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS
":; REMARKS:
ce,
Sla
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PR71NTED 5's
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC. INSPECTOR SIGNATURE J
REVISED 8/00 1 SIGNED BY
COPIES TO:
CASCADE T G LABOPLATORY, INC.
TESTING & INSPE ENGINEERS
12919 N.E. 126TH PLACE
KIRKLANC).WASHINGTOP4 98034 (42S) 823-9800
EVERETT (42S) 2S9-081 7
FIELD REPORT
TO
ATTN
THE FOLLOWING WAS NOTED:
ri I lt� --I
- . v I
PREVIOUS
REPORT No. 500,55
DATE
a- Ito -01
CERT. NO.
Olc)z -ISE
PROJECT -
U)ES7 r
LOCATION
BLDG. PERMIT NO.
OWNER
WEATHER
PI-1 CS -Al V 0,
TEMP AT AM
AT PM
ENGINEER I
ARCHITECT
CONTRACTOR
C u L/
j�lfvto )UfU NRtMlJM AJUM� ,
u-;� t. iL— -I,& V I � I, & iL
Oil
wy--(*
614
NJ
COPIES TO: 4F �j
CASCADE T G LABORATORY, INC.
TESTING& INSPEC�/ ENGINEERS
2919 N.E. 126TH PLACE
KIRKLANO.WASHINGTON 90034 (42S) 823-9800
I
EVERETT (42S) 2S9-0617
FIELD REPORT
TO
ATTN
PREVIOUS 0
REPORT N..
50053
DATE
—70
CERT. NO.
1 c) -7 — IS-67
PROJECf
WesrIs
LOCATION
22-CA 0
BLDG. PERMIT NO.
2-po I - oliz-4
OWNER
WEATHER
TEMP. AT AM
AT PM
ENGINEER
k-�) I vv,,� 44
ARCHITECT
CONTRACTOR
CL�clk-Lu
Lal&L- I� AAI— t IAMIUA k
I %4h u h t % I k % I I, I. Af
I
COPIES TO:C,�g&OLI V'f:Z
ASCADE TE�
Tly BORATURY, INIL
TESTING & INSPEC I JNLGAINEERS
U
PREVIOUS
REPORT No.
No. 10 94 4 0
12919 N.E. 126TH PLACE
KIRKLAND, WASHINGTON 98034
I EVERETT
(425) 823-9800
(425) 259-0817 DATE
�8�
CERT. NO
FIELD REPORT
—
PROJECT I
\j Q Cxe
LOCATION
TO:
BLDG. PERMIT NO.
OWNER
2'00\_ C0124
WEATHER
TEMP. AT AM
/__N
AT PM
ENGINEER VI
-A fll�
VV-\-
ARCHITECT
ATTN:
CONTRACTOCCC>
(2)
INSPECTION PERFORMED
ZRESTEEL
(3)
ITEMS INSPECTED
NDATIONS
es
RESTEELICONCRETE ONLY
— FOOTINGS
:LAU B, —
TEELIMASONRY STR.STIWELDING
— AUGER CAST PILES
COLUMNS
OTHER T/BOLTING
— DRILLED PIERS
WALLS
BEAMS
(4)
VI-9 \4
LOCATIO REAS)
%ro
-i
(5)
CONCRETEIMASONRY MIX NO.
DESIGN STRENGTH (f'c)
SUPPLIER
TOTAL CU. YD. PLACED
SLUMP (INCHES)
SPECIMENS CAST
AIR �f ENT(%)
SEE CYLINDER REPORT NO.
ZYES NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS
REMARKS:
(vc./.p
-7
�"Jkso' \"2\c,.Mc\
r
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC. INSPECTOR SIGNATURE
REVISED 8/00 SIGNED BY
COPIES
_D ASCADE TEST -5 LABORATORY, INC.
TESTING & INSPECTlk__)ENGINEERS
PREVIOUSU
0
12919 N.E. 126TH PLACE
REPORT No.
No.
KIRKLAND, WASHINGTON 98034 (425) 823-9800
EVERETT (425) 259-0817
DATE
0
CERT. NO.
FIELD REPORT
PRO
7,4-
ATION
TO:
Zzlw
BLDG. PERMIT NO.
OWNER
i 77� S. 7,62
7_?�� I
WEATHER
I Emp. AT AM
AT PM
J-14%EER
ARCHITECT
ATTN:
CONT CTOR
(2)
(3)
INSPECTION PERFORMED
ITEMSINSPECTED
FOUNDATIONS
RESTEEL/CONCRETE RESTEEL ONLY
FOOTINGS
_!f"SLA B � '�_
RESTEELIMASONRY STR.STfWELDING
AUGER CAST PILES
— COLUMNS
ZOTHER STR.STIBOLTING
DRILLED PIERS
WALLS
—
- 4 _g�
— BEAMS
1
(4) ------
LOCATION(AREAS)
(5)
CON MIX NO.
D I 'RE (fc)
15' �
'7
SUPPLIER=
TOTAL CU. YD. PLACED
AL CU_ YD. PLACED
S 4p (I
LUMP (INCHES)
C S C ST
SPECIMENS CAST
AIR CONTENT I%)
SEE CYLINDER REPORT NO.
-EZ/YES —NO —ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS
C 0 P I E S TO:
TEST)---tG LABORATORY, INC.
TESTING & INSPECTI ENGINEERS
PREVIOUS
1. 0 91 'J :8,
12919 N.E. 126TH PLACEU
EDCASCADE
REPORT N
No. U'-"
KIRKLAND, WASHINGTON 98034 (425) 823-9800
EVERETT (425) 259-0817
DATE
CERT. NO.
& j
9-
FIELD REPORT
PR510T
LOCATION
TO:
_Ala� n VA g,,
ik
BLDG.'PERMIT NO.
OWNM I
0
Aool
WEATHER
d,�
TEMP. AT AM
AT PM
ENG
CHITECT--
ATTN:
CONTRACTOR
e) Lj Ly_
(2)
(3)
INSPECTION PERFORMED
ITEMS INSPECTED
FOUNDATIONS
RESTEEL/CONCRETE RESTEEL ONLY
FOOTINGS
SLAB
RESTEELIMASONRY STR.STfWELDING
AUGER CAST PILES
COLUMNS
lf'OTHER E 12OL'44 UPC'oe
PIERS
STR.ST/BOLTING
DRILLED
WALLS
x po_'o Ka-�.lj
BEAMS
(4)
)-et'if
Cor-L, 0�`z - 1'�t
LOCATION(AREAS)
(5)
CONC ETEJMAnSO
(iER 0)
STRENG (f'c)
SUPP
/DESI
T AL CU. YD. P CEO
qCAS
SLUMP (INCHES)
SPECIMENS
AIR CONTENT
SEE CYLINDER RE NO.
INSPECTED WERE IN CONFORMANCEWITH BLDG. DEPT.APPROVED PLANS
_L`Y`E`S_NO —ITEMS
REMARKS: 4mt%0a'4- Tof "Re)
I". h, If a, it // �'6,vx_ it ,S3 If 4 p
. % rp,CA .' 6 n "� III *'
TEST RESULTS APPLY ONLY TO THE ITEMS
131P
HEREIN TESTED. THIS REPORT SHALL NOT
INSPECTOR(S), NAME(S) PRINTED
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC.
INSPECTOR SIGNATURE
REVISED 8/00
SIGNED BY
et
0�
0
C'
COPIES TO:CC4 4� e _e_�
SCADE TEST Tj LABORATORY, INC;.
TESTING & INSPECTik,__JENGINEERS
PREVIOUS
12919 N.E. 126TH PLACE
REPORT N No.
KIRKLAND, WASHINGTON 98034 (425) 823-9800
EVERETT (425) 259-0817
DATE CERT. NO.
1 J/Q7-J5,5
FIELD REPOK"T
4p?_sJ_61
PRO
LOtATION
TO:
zzqojn
BLDG. PERMIT NO. OWNER
WEATHER TEMP. AT AM
lie-va.?, tAJA
AT PM
ARCHITECT
ATTN:
CONT CTOR
— 7_eJ"&)f7&ver
(2)
(3)
INSPECTION PERFORMED
ITEMS INSPECTED FO NDATIONS
RESTEEL/CONCRETE RESTEEL ONLY
FOOTINGS :ZO B
RESTEELJMASONRY STR.STfWELDING
AUGER CAST PILES COLUMNS
OTHER ST5.STIBOLTING
LZ�
DRILLED PIERS WALLS
BEAMS
(4)
LOCATION (AREAS)
CONCRETEIMASONRY MIX NO.
DESIGN STRENGTH (f'c)
SUPPLIER (?Zs
TOTAL CU. YD. PLACED
SLUMP (INCHES)
SPECIMENS CAST
AIR CONTENT \j
SEE CYLINDER REPORT NO.
YES — NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS
REMARKS:
, . g -1
1? 0 & . z ��;- �'C' '_' - (
'_ f fl,/. V
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT
INSPECTOR(S), NAME(S)
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY. INC.
INSPECTOR SIGNATURE
REVISED 8/00
SIGNED BY
COPIES TO:
MaZzliffle "I'l ,
F/rlfiw��
vww',
av Ov
I
PREVIOUS 2
REPORT No. No. 6 4,"
CASCADE TESTING LABORATORY, INC,
TESTING & INSPEC,rtf-',)ENGINEERS
2919 N.E. 126TH PLA( \",J34
RKLAND, WASHINGT - N (206) 823-9800
VERETT (206) 259-0817
TO
ATTN:
AS REQUESTED BY:
THE FOLLOWING WAS NOTED:
,-,if 6.�5
DATE
CERT. NO.
e,
PROJECT
LOCATION-
Z- z-
BLDG. PERMIT NO.
OWNER
;—" 00 j — 4>
WEATHER
/A-, 4
TEMP. AT AM
6
-.�/
AT PM
ENGINEE
ARCHITECT
CONTRACT�R 7
-7
_ %, r, e /c- "
zi�o X"'� 0 4,4 - -3
'e '%" � / 'IV b ov-1,
423
x /--ax v
'44
e-
!) 2
Aulj &. w
�ItArr
.V41
50
INSPECTOR:
COPIES TO: FIELDVIRZD T
SIGNED:
-(I? C. , 190)
CITY OF EDMONDS GARY HAAKENSON
121 5TH AVENUE NORTH - Edmonds, WA 98020 * (425) 771-0220 - FAX (425) 771-0221 MAYOR
HEARING EXAMINER
FINDINGS, CONCLUSIONS AND DECISION
OF THE HEARING EXAMINER
CITY OF EDMONDS
APPLICANT: Eric Stephanides of the Sign Factory for Westgate Chapel (see
Exhibit A, Attachment 2).
CASE NO.: V-02-83
LOCATION: 22901 Edmonds Way (see Exhibit A, Attachment 1).
APPLICATION: A variance to increase the maximum allowed sign area from 24
feet to approximately 85 square feet for the addition of a
freestanding sign (see Exhibit A, Attachments 2 through 4).
REVIEW PROCESS: Variance: The Architectural Design Board has reviewed the
proposal and has made a recornmendation. Hearing Examiner
conducts a public hearing and makes the final decision.
MAJOR ISSUES:
a. Compliance with Edmonds Community Development Code
(ECDC) Chapter 20.60 (SIGN CODE).
b. Compliance with Edmonds Community Development Code
(ECDC) Chapter 20.85 (VARIANCES).
SUMMARY OF RECOMMENDATION AND DECISION:
Staff Recommendation: Approve with conditions
Hearing Examiner Decision: Approve with conditions
PUBLIC HEARING:
After reviewing the official file, which included the Planning Division Staff Advisory Report,
and after visiting the site, the Hearing Examiner conducted. a public hearing on the application.
The hearing, on the application was opened at 9:30 a.m., June 20, 2002,' in the City Hall,
Edmonds, Washington, and closed at 9:35 a.m. Participants at the public hearing and the
Incorporated August 11, 1890
Sister City - Hekinan, Japan
*Hearing Examiner Decision
Case No. V-02-83
Page 2
exhibits offered and entered are listed in this report. A verbatim recording of the hearing is
available in the Planning Division.
HEARING COMMENTS:
The following is a summary of the con-iments offered at the.public hearing.
From the City:
Meg Gruwell entered the staff report into the record as Exhibit A
From the Applicant:
Eric Stephanides said lie concurred with the staff advisory report and the recornmended
conditions.
From the Community:
No one from the community spoke at the public hearing.
FINDINGS OF FACT AND CONCLUSIONS:
A. SITE DESCRIPTION
1. Site Development And Zoning:
a) Facts:
(1) �Si�ze: The subject property is oddly shaped, and is bordered by Edmonds Way on
-the south, 228"' Street SW on the north, and 92 nd Avenue W (or extension) to the
east and is approximately 2.6 acres (113,000 square feet) in size (see Exhibit A,
.Attachments I & 4).
(2) Land Use: The property is currently developed with the existing church and
parking lot.
(3) Zonin : The zoning of the subject property is Multiple Residenti - al (RM-1.5) and
Single -Family Residential (RS-8) (see Exhibit A, Attachment I All of the
pr . oposed work will be done in the RM-1.5 zone.
,k
(4) 'Terrain and Vegetation: The subject property slopes down from 228 1h Street
SW to Edmonds Way. The existing church and parking area have been
landscaped with trees, shrubs, and lawn.
b) Neighboring Development And Zoning:
(,I) North: This area is currently zoned Single -Family Residential (RS-8) and is
developed with single-family homes (see Exhibit A, Attachment 1).
(2) �jouth: This area is C1117rently zoned Multiple Residential (RM-1.5) and is
Aeveloped with both single-family homes and multiple residential development
(see Exhibit A, Attachment 1).
0earing Examiner Decision
Case No. V-02-83
Page 3
(3) West: This area is currently zoned Planned'Business (13P) and is developed with a
building which was formerly used as a daycare (see Exhibit A, Attachment 1).
(4) East: This area is currently in unincorporated Snohomish County and is
developed with single-family homes (see Exhibit A, Attachment 1).
B. STATE ENVIRONMENTAL POLICY ACT (SEPA)
1. Facts:
a) Variances granted based on special circumstances are exempt from SEPA review
(WAC 197-11-800(6)(b) and ECDC 20.15A.080).
2. Conclusion: This application complies with SEPA requirements.
C. EDMONDS COMMUNITY DEVELOPMENT CODE (ECDC) COMPLIANCE
I - Critical Areas Compliance
a) Facts:
(1) This proposal is subject to review under ECDC Chapter 20.15.13 (Critical Areas
Ordinance).
(2) The applicant has submitted a Critical Areas Checklist (CA-98-57) and a waiver
was granted to the critical areas study requirement.
b) Conclusion:. The applicant has met the requirements of the Critical Areas
Ordinance.
2. Compliance with Sign Standards
a) Fact: The fundamental sign development standards are set forth in Chapter
20.60. These include the following for locating signs in this zone:
RM-1.5
1) - _—Required/Aflowed
Proposed
Freestanding Sign
New:
Area:
24 square feet
Approximately 50
(per 20.60.025.13.4 and
square feet
20.60.045.B.)
Existing: 35 square
feet (on brick wall)
Total:
Approximately 85
square feet
Freestanding Sign
Height:
14 feet
14 feet for new sign
Setbacks:
Street - 15 feet
15 feet for new sign
Oaring Examiner Decisiot)
Case No. V-02-83
Page 4
1) (continued)
Required/Allowed
Proposed
Wall Graphics
No Area Restrictions
Existing: Two
and .1dentification
crosses: one on east
Structures:
wal I, and one on
north wall over main
entry
Temporary Sign
Area:
20 square feet
Preschool Sign:
(per 20.60.025.13.4 and
Approximately 20
20.60.080.A.3.)
feet
Teinporar�y. Sign
Height:
14 feet
Greater than 14 feet
Total Sign Area
One square foot of sign
Existing: 35 sq. ft.
(including wall
area for each lineal foot of
(brick wall)
and freestanding
the wall containing the
Proposed: -
signs):
main public entrance to
Approximately 50
the primary building or
sq. ft.
structure located upon a
Total:
separate legal lot 195
Approximately 85
square feet
-square fe
b) Conclusion: The proposal complies with the requirements of the sign standards
except for the variance being requested and the height of the temporary banner. If die
variance is not approved and the temporary barmer not lowered or removed, the
proposal will not meet the sign standards.
3. Compliance with Requirements for a Variance
a) Facts:
(1) Chapter 20.85 of the ECDC sets forth the mechanism whereby a provision of the
Code may be varied on a case -by -case basis if the application of the provision
would result in an unusual and unreasonable hardship. The criteria are as follows:
(a) Special Circumstances: That because of special circumstances relating to
the property such as size, shape, topography, location or surroundings of
the property, strict enforcement of the zoning ordinance would deprive the
owner of use rights and privileges permitted to other properties in the
vicinity with the same zoning.. Special circumstances should not be
predicated Upon any factor personal to the owner such as age or disability,
extra exp ' ense which may be necessaty to comply with the zoning
ordinance, the ability to secure a scenic view, the ability to make more
Qaring Examiner Decision
Case No. V-02-83
Page 5
profitable use of the property, nor any factor resulting from the action of
the owner or any past owner of the same property.
(b) Special Privilege: That the approval of the variance would not be a grant
of special privilege to the property in comparison with the limitations upon
other properties in the vicinity with the sarne zoning.
(c) Comprehensive Plan and Zoning Ordinance: That the approval of the
variance will be consistent with the intent of the comprehensive plan, the
zoning ordinance, and the zoning district in which the property is located.
(d) Not Detrii-nen(al: That tile variance, as approved or conditionally approved,
will not be significantly detrimental to the public health, safety and welfare
or injurious to the property or improvements in the vicinity and the same
zone.
(e) Minimum Variance: That the approved variance is the minimum necessary
to allow the owner rights enjoyed by other properties in the vicinity with
the same zoning.
(2) The applicant has submitted declarations with their submittal, which address the
decisional criteria in Exhibit A, Attachment 3.
(3) Large signs to the west of this site (in the BN — Neighborhood Business zone)
include the Robin Hood Lanes sign, the Kwik-N-Klean Carwash sign with
electronic reader board, and the 76 service station sign. Other more moderate
signs to the west include Chevron, Girasol's Restaurant, Duffy's Floral, Wells
Fargo and others. To the east, the condominiums and apartments typically have
lower, discrete monument signs, with Mike's sign being the largest sign noted.
(4) The Architectural Design Board has reviewed this design and recommended file
ADB-2001-156 for a variance so that the applicant may request approval of the
additional area that is proposed for in the monument sign (see Exhibit A,
Attachment 5).
b) Conclusions:
(1) The sheer size of tile parcel and the building make the small signs allowed in the
Neighborhood Business zone look out of proportion and dwarfed. The
Architectural Design Board has reviewed the proposal and agrees that the design
proposed is much more aesthetically pleasing that the type of sign that would be
allowed by the allowed size for this zone.
(2) The proposed sign will be larger than the multi -family signs in the neighborhood,
but will be smaller than some of the commercial signs allowed closer to 91h/l 001h
Avenue W. Those larger signs are primarily in the BN zone, and it is the BN
regulations that a conditional use in the RM-1.5 zone uses for signs.
Wearing Examiner Decision
Case No. V-02-83
Page 6
(3) The approval of tile variance is consistent with the Comprehensive Plan. , f
approved, the proposed sign area would be in compliance with the zonling
ordinance.
(4) The size and location of the sign is not detrimental to the public health, safety and
welfare or injIurious to the property or improvements in the vicinity.
(5) Because of the speed of traffic along State Route 104, the wording on the sign
needs to be an adequate size to be read. Allowing that size letters, together with
the Chapel identification and also an attractive base that matches the architecture
of the building requires the proposed size of sign. Therefore, this is the mininlum
variance necessary to allow tile owner rights enjoyed by other properties in the
.Vicinity.
D. TECHNICAL COMMITTEE
1. Review by City Departments
a) Fact., The variance application has been reviewed and evaluated by the Fire
Department, Public Worl�s Division, Engineering Division, and the Parks and
Recreation Division. 'No comments have been generated.
b) Conclusion: The applicant appears to be meeting the'requirements of city codes
except for the Planning Division. Even if no comments have been made, tile
applicant must comply with all city codes.
E. COMPREHENSIVE PLAN (ECDC)
1. Comprehensive Plait Designation
a) Fact,: The subject property is designated as "Multi -Family — High Density."
b) Conclusion: The proposed development is consistent with the existing
Comprehensive Plaii Land Use designation for the site.
2. Comprehensive Plan Goals and Policies
a) Facts: The Comprehensive Plan, Beautification and Urban Design section, identifies
goals and policies for signs. Specific goals and policies include the following:
(1) Policy B.8.c. states "Signs should be related to the circulation element serving the
establishment."
b) Conclusion: Tile proposed sign is consistent with the goals and policies of the
I Comprehensive Plan.
DECISION:
Based upon the foregoing findings and conclusions, the request for a variance is approved,
subject to the following conditions:
Oearing Examiner Decision
Case No. V-02-83
Page 7
I . The signs shall be no larger than approximately 50 square feet, as shown on Exhibit A,
Attachment 4.
2. Temporary signs shall be brought into conformance with City regulations, including
maximum height of signs at 14 feet.
3. This application is subject to the applicable requirements contained in the Edmonds
Community Development Code. It is the responsibility of the applicant to ensure
compliance with the various provisions contained in these ordinances.
4. The applicant must obtain a building permit prior to any construction.
5. The permit shall be transferable.
6. The owner must act on the approved variance within one year from the date of approval
or the variance shall expire and be null and void, unless the owner files an application for
an extension of the time before the expiration and the city approves the application. Only
one one-year extension is possible.
Entered this 24"' day of June 2002 pursuant to the authority granted the Hearings Examiner under
Chapter 20. 100 of the Community Development Code of the City of Edmonds.
11 rCA
Ron McConnell, FXYGP
Hearing Examiner
RECONSIDERATION AND APPEAL:
The following is a summary of the deadlines and procedures for filing reconsideration and
appeal. Any person wishing to file or respond to a recommendation or appeal should contact
the Planning Department for further procedural information.
REQUEST FOR RECONSIDERATION:
Section 20.100.010.G allows for the Hearing Examiner to reconsider his decision or
recommendation if a written request is filed within ten (10) working days of the date of the
initial decision by any person who attends the public hearing and signs the attendance register
and/or presents testimony or by any person holding an ownership interest in a tract of land
which is the subject of such decision or recommendation. The reconsideration request must
cite specific references to the findings and/or the criteria contained in the ordinances
governing the type of application being reviewed.
0 Hearing Examiner Decisiori
Case No. V-02-83
Page 8
APPEALS:
Section 20.105.020.A & 13 describe how appeals of a Hearing Examiner decision or
recommendation shall be made. The appeal shall be made in writing, and shall include the
decision being appealed along Nvith the name of the project and the date of tile decision, tile
name of the individual or group appealing the decision, their interest in the matter, ajid
reasons why the appellant believes the decision to be wrong. The appeal must be filed with
the Community Development Director within ten (10) working days after the date of (tic
decision being appealed.
TIME LIMITS FOR RECONSIDERATION AND APPEALS:
The time limits for Reconsiderations and Appeals P-.!!? concurrently. If a request for
reconsideration, is filed before tile time limit for filing an appeal has expired, tile time "clock"
for riling an appeal is stopped until a decision on the reconsideration request is completed.
Once the Hearing Examiner has issued his decision on the reconsideration request, the time
clock for filing an appeal continued for the point it was stopped. For example, if a request is
filed on day 5 of the appeal period, all individual would have 9 more days in which to file all
appeal after the Hearing Examiner issues his decision on the reconsideration request.
LAPSE OF APPROVAL:
Section 20.05.020.0 states 'Unless (tic owner obtains a building permit, or if no building is
required, substantially co i ninci ices the use allowed within one year from the date of approval,
the conditional use pennit shall expire and be null and void, unless tile owner files all
application for an extension of the time before the expiration date.'
NOTICE TO COUNTY ASSESSOR:
The property owner may is a resul t o f the deci sion rendered by the Hearing Examiner request
a change in the valuation of the property by the Snohomish County Assessors Office.
EXHIBIT:
The following exhibit was offerc�d and entered into the record.
A. Planning Division Advisory Report
PARTIES OF RECORD:
West ate Chapel
9 ,
Attn: Roger Tegman & Alec Rowlands
22901 Edmonds Way
Edmonds, WA 98026
Edmonds Plaiming Division
Eric Stephanides & Marlene O'Connell
The S Factory
815 — 8 Street
Kirkland, WA 98033
0 ')'001-ML47
DQjjST HOMESI
Quahty Living Begins At HorneO BUILDING
DEC 1 4 2001
Building Official
121 Fifth Avenue North
Insert address
Edmonds, WA 98020
Re: Westgate Chapel building Permit from Plan check 01 -161
Z Ze--fo I E,�Arnuy\d-5 VJ�
To whom it may concern;
This letter is written to advise you that Sundquist Homes, Inc is replacing
Crownover Construction as the general contractor for all work covered by
the above referenced plan check. The contractors License number for
Sundquist Homes is SUNDQH245QQ.
Should you have any questions regarding this change please feel free to
contact the undersigned or any of the cc recipients.
L 4V Truly rs
ru 'y Y rs
a, undquis
Pr s ent
CC: Roger Tegman Westgate Chapel via fax (425) 776-4673
1 Walt Adamson Architect via fax (206) 542-1670
-P.O. Box 958 o Lynnwood, WA 98046-0958 o 7127 - 196th Stmet SW o Lynnwood
Tt4hone �425) 775-8661 o Voice Mafl (425) 775-8663 o fax -(425) 778-0822
www.sundquistbomes.,com o State Registradon No. SUNi)QH*245QQ
/ 17 C-7 � "-s 9 11
C. Contractor: _\,,
Mailing Address:
State License #:
City of Edmon.c#
RIGHT-OF-WAY CONSTRUCTION.
PERMIT
Permit Number.
Lssue Date:,.
A. Address or Vicin I ity of Construction: ZZQN F14 M a�j
B . Type of Work (be specific): Fvnyut& CW
Contact: (\J E
.,-'Phone:.. - Z4 7--D - q �v -:J�
,.Liabili ty Insurance: , Bond: 4
le): 6100 ?z I Sewer.Permit # (if applicable):
D. Building Permit # (if applicab
��ide
E. [Y Commercial [J Subdivision 0 City Prpject E] Utility (PUD,. GTE, WNG, CABLE, WATER)
F] Multi -Family E] Single Family Other
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut Yes []No G. Size of Cut: 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 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 c�sts and attorneyfees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC-
TION ANDACCEPTANCE OF THE WORK ESTIMA TED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS COMPLETED
BY CITY FOkES, AT WHICH TIME A DEBIT OR CREDIT WILL 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 cut trench work shall be.patched with asphalt or City approved material prior to the end of the working dAy;.
NO EXCEPTIONS.
I have read the aborQ'siatemen"'ts and u a d e rmit requirements and the pink copy of the permit will be
avai .1able ow rite at all timesfo ) inspect r ses
Signature: Date:-
(Contl4a� Agent)
CALL WALA-DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVED,13Y: /A RIGHT OF WAY FEE:
TIME AUTHORIZED: VOID AFTER DAYS DISRUPTION FEEIFUND I 11:
SPECIAL CONDITIONS:—— Ck RESTORATION
T OTAL FEE:—
RECEIPTNO.:
ISSUED BY:
NO WORK SHALL 13EGIN PRIOR TO PERMIT ISSU,ANCE Eng. Div 1997
FIELD INSPECTION NOTES
Comments:
Diagram
(Fund 111 - Route copy to Street Dept.)
CONTRACTOR CALLED FOR INSPECTION I DYES El NO
Partial Work Inspection by P.W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
MO
CO NSTRUCTION COMRANY
P.O. Box 448, Redmond, WA 98073
RELD QAST*N #_,��
12-
WON
SUBJECT: - // . 1 7-
MESSAGE:
L A), ,I I
PLEASE REPLf BY:,
REPLY.- 77-
,L4 -/I'- � , ^ "I q - - -, 14 --- -
,jj�LEASE REPLY TO�/ /3
,Tv6 ,* 1/0'r- 6 �1 Z11,3,�,
Fax fps- 6'k?- 9'5-6q
Ak M i L: 1� 4,C 4-e ^Ae4
7�tlel. �:
we- '�V'4(ldh i t, e-
0
JUC2 1-1999
DEVELO
PMENT sEr.
SIGNED:
A0_.1. 0 Al DATE:
00 V kh�u h
Contractor's Regi!llfaliO No. CROWNCC I Ili I FO N
'F,
...........
221i'TH" STREET - S-.11W.
P-61-ocA-50I-4 Of!
F XiFITNG . )INC,
1-0 144411i�4�
r--XIST-IH61 etqlL-eFz
L-06A-rEFO ON fZ60F
MAN-MADE CHANNELS
VARIABLES LIST:
Y - FLOW DEPTH
Q - FLOWRATE
3 - CHANNEL BOTTOM WIDTH
M - CHANNEL SIDE SLOPE
VARIABLE TO BE SOLVED (Y,Q,B,M,S OR N) ? Y
Q (CFS) ? .39
3 (FT) ? 5.25
M (FT/FT) ? 3
S (FT/FT) ? .02
N (FT A 116) ? .07
RESULTS
Y=
0. 11
FT
A=
0.59
SF
P=
5.93
FT
V=
0.66
FPS
F=
0.36
S - CHANNEL SLOPE
N - CHANNEL ROUGHNESS
SUB -CRITICAL FLOW
<Shift> <Prt Sc> print <Return> repeat <Space Bar> back to menu
-------------------------------------------------------------------------------
100YR CAPAWY CHECK
MAN-MADE CHANNELS
VARIABLES LIST:
Y - FLOW DEPTH
Q - FLOWRATE
B - CHANNEL BOTTOM WIDTH
M - CHANNEL SIDE SLOPE
VARIABLE TO BE SOLVED (Y,Q,B,M,S OR N) ? B
Y (FT) ? .25
Q (CFS) ? .11
M (FT/FT) ? 3
S (FT/FT) ? .02
N (FT A 116) ? .24
RESULTS
B=
0. 85
FT
A=
0.40
SF
P=
2.44
FT
V=
0.27
FPS
F=
0.12
S - CHANNEL SLOPE
N - CHANNEL ROUGHNESS
SUB -CRITICAL FLOW
<Shift> <Prt Sc> print <Return> repeat <Space Bar> back to menu
-------------------------------------------------------------------------------
10/9/98 3:36:59 pm GROUP FOUR, Inc. page 1
Westgate Chapel 96-3027
file: ww4\ ... \96 -3 0:27\963027. bsn
design
BASIN SUMMARY
BASIN ID: 100d NAME: 100yr developed
SCS METHODOLOGY
TOTAL AREA ....... : 1.08 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPE1A PERV IMP
PRECIPITATION .... : 3.00 inches AREA..: 0.00 Acres 1.08 Acries
TIME INTERVAL .... : 10.00 min CN .... : 0.00 98.00
TC .... : 0.00 min 10.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.72 cf.s VOL: 0.24 Ac-ft TIME: 500 min
BASIN ID: 100e NAME: 100yr existing
SCS METHODOLOGY
TOTAL AREA ....... 1.08 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... TYPE1A PERV IMP
PRECIPITATION .... 3.00 inches AREA..: 1.08 Ac
i�esj,, 0.00 Acres
TIME INTERVAL .... 10.00 min CN .... 85.0 0.00
TC .... -TT-=min 0. 00 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 235.00 ns:0.2400 p2yr: 1.50 s:0.0340
PEAK RATE: 0.32 cf; s VOL: 0.14 Ac-ft TIME: 520 min
BASIN ID: 100wq NAME: 100yr for pkglot water quality
SCS METHODOLOGY
TOTAL AREA ....... : 0.58 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPE1A PERV IMP
PRECIPITATION .... : 3.00 inches AREA..: 0.00 Acres 0.58 Acres
TIME INTERVAL .... : 10.00 min CN .... : 0.00 98.00
TC .... : 0.00 min 10.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.39 cf s VOL: 0.13 Ac-ft TIME: 500 min
BASIN ID: 10d NAME: 10yr developed
SCS METHODOLOGY
TOTAL AREA ....... 1.08 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... TYPE1A PERV IMP
PRECIPITATION .... 2.00 inches AREA..: 0.00 Acres 1.08 Acres
TIME INTERVAL .... 10.00 min CN .... 0.00 98.00
TC .... 0.00 min 10.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.47 cf s VOL: 0.15 Ac-ft TIME: 500 min
10/9/98 3:36:59 pm GROUP FOUR, Inc.
Westgate Chapel 96-3027
file: ww4\ ... \96-3027\963027.bsn
design
BASIN SUMMARY
page 2
BASIN ID: 10e
NAME: 10yr
existing
SCS METHODOLOGY
f-�
TOTAL AREA .......
1.08 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
TYPE1A
PERV
IMP
PRECIPITATION ....
2.00 inches
AREA..:
1.08 Acres
0.00 Acres
TIME INTERVAL ....
10.00 min
CN ....
85.00
0.00
TC ....
33-39 min
0.00 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet
L: 235.00 ns:0.2400 p2yr: 1.50 s:0.0340
PEAK RATE: 0.14
cfs VOL: 0.07 Ac-ft TIME:
520 min
BASIN ID: 2d
NAME: 2yr developed
SCS METHODOLOGY
TOTAL AREA .......
1.08 Acres BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
TYPE1A
PERV
IMP
PRECIPITATION ....
1.50 inches AREA..:
0.00 Acres
1.08 Acres
TIME INTERVAL ....
10.00 min CN ....
0.00
98.00
TC ....
0.00 min
10.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.34 cfs VOL: 0.11 Ac-ft TIME: 500 min
BASIN ID: 2e
NAME: 2yr existing
SCS METHODOLOGY
TOTAL AREA .......
1.08 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
TYPE1A
PERV
IMP
PRECIPITATION ....
1.S0 inches
AREA..:
1.08 Acres
0.00 Acres
TIME INTERVAL ....
10.00 min
CN ....
8S.00
0.00
TC ....
33.39 min
0.00 min
ABSTRACTION COEFF:
0.20
TcReach - Sheet
L: 235.00 ns:0.2400 p2yr: 1.S0
s:0.0340
PEAK RATE: 0.06
cfs VOL: 0.04
Ac-ft TIME:
520 min
BASIN ID: 6moswq
NAME: 6mos for pkglot water quality
SCS METHODOLOGY
4
TOTAL AREA ....... :
0.58 Acres
0.00 cfs
L-0110
RAINFALL TYPE .... :
TYPE1A
,XASEFLOWS:
PERV
IMP
PRECIPITATION .... :
1.00 inches
AREA..:
0.00 Acres
0.58 Acres
TIME INTERVAL .... :
10.00 min
CN ....
0.00
98.00
TC ....
0.00 min
10.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.11
cfs VOL: 0.04 Ac-ft TIME:
500 min
10/9/98 3:37:0 pm GROUP FOUR, Inc. page 3
Westgate Chapel 96-3027
file: ww4\ ... \96-3027\963027.bsn
design
HYDROGRAPH SUMMARY
PEAK
TIME
VOLUME
HYD RUNOFF
OF
OF
Contrib
NUM RATE
PEAK
HYDRO
Area
cfs
min.
cf\AcFt
Acres
1 0.030
1450
4050 cf
1.08
2 0.095
680
5900 cf
1.08
3 0.320
550
9680 cf
1.08
10/9/98 3:37:0 ipm GROUP FOUR, Inc. page 4
Westgate Chapel 96-3027
file: ww4\ ... \96-3027\963027.bsn
design
STORAGE STRUCTURE LIST
UNDERGROUND PIPE ID No. pipe
Description: R/D ppipe
Diameter: 6.00O ft. Length: 127.00 ft.
Slope ... : 0.00000 ft/ft upstr: dnstr:
10/9/98 3 :37:0 pm GROUP FOUR, Inc. page 5
Westga-te Chapel 96-3027
file: ww4\ ... \96-3027\96302. 7.bsn
design
STA-GE STORAGE TABLE
UNDERGROUND PIPE ID No. pipe
Description: R/D pipe
Diameter: 6.00 ft. Le:ngth: 127.00 ft.
Slope ... : 0.0000 ft/ft upostr: dnstr:
STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE-----> STAGE <----STORAGE ---- > STAGE < ---- STORAGE ---- >
(ft) --- cf--- --Ac-Ft- (ft) --- Cf --- -- AC --Ft- (ft) --- cf--- --Ac-Ft- (ft) ---Cf --- -- AC -Ft-
....... = ........... - .... = .... =_ ........... =� ..... = ......... = -------- ___ .... === ...
100.00 0.0000 0.0000 101.60 768.72 0.00176 103.20 1948 0.0447 104.80 3080 0.0707
100.10 13.051 0.0003 101.70 836.76 O.OD192 103.30 2024 0.0465 104.90 3140 0.0721
100.20 36.726 0.0008 101.80 906.03 0.00208 103.40 2099 0.0482 105.00 3197 0.0734
100.30 67.124 0.0015 101.90 976.40 O.Oo224 103.50 2175 0.0499 105.10 3253 0.0747
100.40 102.81 0.0024 102.00 1048 0.06241 103.60 2250 0.0516 105.20 3306 0.0759
100.50 142.92 0.0033 102.10 1120 0.00257 103.70 2324 0.0534 105.30 3357 0.0771
100.60 186.88 0.0043 102.20 1193 0.00274 103.80 2398 0.0550 105.40 3404 0.0781
100.70 234.23 0.0054 102.30 1267 0.00291 103.90 2471 0.0567 105.50 3448 0.0792
100.80 284.62 0.0065 102.40 1341 0.09308 104.00 2543 0.0584 105.60 3488 0.0801
100.90 337.76 0.0078 102.50 1416 0.00325 104.10 2614 0.0600 105.70 3524 0.0809
101.00 393.38 0.0090 102.60 1492 O.Oo342 104.20 2685 0.0616 105.80 3554 0.0816
101.10 451.28 0.0104 102.70 1567 0.09360 104.30 2754 0.0632 105.90 3578 0.0821
101.20 511.26 0.0117 102.80 1643 0.0*377 104.40 2822 0.0648 106.00 3591 0.0824
101.30 573.14 0.0132 102.90 1719 0.0*395 104.50 2889 0.0663 106.10 3591 0.0824
101.40 636.78 0.0146 103.00 1795 0.0�412 104.60 2954 0.0678
101.50 702.01 0.0161 103.10 1872 0.06430 104.70 3018 0.0693
10/9/98 3:37:0 pm GROUP FOUR, Inc. page 6
Westgate Chapel 96-3027
file: ww4\ ... \96-3027\963027.bsn
design
DISCHARGE STRUCTURE LIST
MULTIPLE ORIFICE ID No. orifice
Description: multiple orifice CS
Outlet Elev: 100.00
Elev: 98.00 ft Orifice Diameter: 0.7134 in.
Elev: 104.80 ft orifice 2 Diameter: 3.2109 in.
10/9/98 3:37:0 pm GROUP FOUR, Inc. page 7
Westgate Chapel 96-3027
file: ww4\...\96-3027\963027.bsn
design
STAGE DISCHARGE TABLE
MULTIPLE ORIFICE ID No. orifice
Description: multiple orifice CS
Outlet Elev: 100.00
Elev: 98.00 ft Orifice Diameter: 0.7134 in.
Elev: 104.80 ft Orifice 2 Diameter: 3.2109 in.
STAGE
<--DISCHARGE ---
> STAGE
<--DISCHARGE ---
> STAGE
<--DISCHARGE ---
> STAGE
<--DISCHARGE --- >
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
= ... = ... -
(ft)
..... = .....
--- CfS -- -------
==. .........
...............
100.00
0.0000
.........
101.60
.... ====
0.0175
............
103.20
0.0247
104.80
0.0303
100.10
0.0044
101.70
0.0180
103.30
0.0251
104.90
0.1190
100.20
0.0062
101.80
0.0185
103.40
0.0255
105.00
0.1560
100.30
0.0076
101.90
0.0190
103.50
0.0258
105.10
0.1844
100.40
0.0087
102.00
0.0195
103.60
0.0262
105.20
0.2084
100.50
0.0098
102.10
0.0200
103.70
0.0266
105.30
0.2296
100.60
0.0107
102.20
0.0205
103.80
0.0269
105.40
0.2488
100.70
0.0116
102.30
0.0209
103.90
0.0273
105.50
0.2665
100.80
0.0124
102.40
0.0214
104.00
0.0276
105.60
0.2829
100.90
0.0131
102.50
0.0218
104.10
0.0280
105.70
0.2984
101.00
0.0138
102.60
0.0223
104.20
0.0283
105.80
0.3130
101.10
0.0145
102.70
0.0227
104.30
0.0286
105.90
0.3270
101.20
0.0151
102.80
0.0231
104.40
0.0290
106.00
0.3403
101.30
0.0157
102.90
0.0235
104.50
0.0293
101.40
0.0163
103.00
0.0239
104.60
0.0296
101.50
0.0169
103.10
0.0243
104.70
0.0299
10/9/98 3:37:3 pm GROUP FOUR, Inc. page 8
Westgate Chapel 96-3027
file: ww4\ ... \96-3027\963027.bsn
design
LEVEL POOL TABLE SUMMARY
MATCH
INFLOW
-STO-
-DIS- <-PEAK-> OUTFLOW STORAGE
< -------- DESCRIPTION --------- >
(cfs)
(cfs)
--id-
--id- <-STAGE> id (cfs) VOL (cf)
................ — .............................
2d at 1/2 2e .................
0.03
0.34
pipe
........ ......
orifice 104.73 1 0.03 3034.19 cf
10d at 10e ...................
0.14
0.47
pipe
orifice 104.87 2 0.10 3123.51 cf
100d at 100e .................
0.32
0.72
pipe
orifice 105.85 3 0.32 3565.68 cf
/ 7,7 a� 616
P
�1 _?_
x
MAN-MADE CHANNELS
VARIABLES LIST:
Y - FLOW DEPTH B - CHANNEL BOTTOM WIDTH
Q - FLOWRATE M - CHANNEL SIDE SLOPE
VARIABLE TO BE SOLVED (Y,Q,B,M,S OR N) ? Y
Q (CFS) ? .39
3 (FT) ? 5.25
M (FT/FT) ? 3
S (FT/FT) ? .02
N (FT�1/6) ? .07
RESULTS
Y=
0. 11
FT
A=
0.59
SF
P=
5. 93
FT
V=
0. 66
FPS
F=
0.36
S - CHANNEL SLOPE
N - CHANNEL ROUGHNESS
SUB -CRITICAL FLOW
<Shift> <Prt Sc> print <Return> repeat <Space Bar> back to menu
-------------------------------------------------------------------------------
M
Ills
M ME MW_ I I M
Wegtgnte ChzpeR
City of Edmonds, Washington
Job No. 96-3027
0 C�
jqj'l�v
Prepared For:
Sundquist Homes, Inc.
P.O. Box 958
Lynnwood, WA 98046
(425) 775-8663
October 12, 1998
DRUM,
NOV 19 1998
Prepared By:
Group Four, Inc.
16030 Juanita -Woodinville Way N.E.
Bothell, WA 98011
(206) 362-4244
(425) 775-4581
Westgate Chapel
Hydrology./ Report Job No. 96-3027
Project Overview
Project:
Location:
Area:
Soils:
Existing Land Use:
Proposed Land Use:
General Site Description
Westgate Chapel
City of Edmonds, 22901 Edmonds Way;
Section 36, Township 27 N, Range 3 E, W.M.
1.08 Ac ± area to be detained
#6, Alderwood, Hydrologic Group C, Sheet
#56, Snohomish County Soil Survey, 1983
Gravel parking lot, building, and landscaping
Pave and expand gravel parking lot, demolish
south wing of church and replace with larger
building.
The site drains to a storm system in SR 104, either through overland flow or by a storm
system on the Westgate Chapel property. THe site is connected to SR 104 by four
driveway cuts - one to the asphalt drive, and three to the gravel parking lot.
Proposed Drainage
Drainage from the new paved parking lot wil 11 go through biofiltration followed by
detention. Drainage from the new south winng will go to detention without water quality
treatment. Some area that is existing asphalta: will be converted to landscaping and lawn
in the developed state, and will continue to E-low undetained to SR 104. Stormwater from
church property that is not to be detained anc:i from 92 "d Ave. W. will continue to flow to
SR 104 in a separate storm system. This sysatern will be modified as necessary to allow
for the new development. The Basin Map hiEghlights these areas.
City ofEdmonds drainage requirements for - detention and water quality will be met. The
Soil Conservation Service (SCS) methodolol gy for a Type I A rainfall distribution is used.
Since the area is over one acre and dischargi--_ ng indirectly to a stream, the development
will limit the peak rate of runoff to fifty per=ent (50%) of the predeveloped condition,
two-year, twenty-four hour design storm, wl---iile maintaining the predeveloped condition
peak runoff rate for the ten-year, twenty-fowr-r hour and one -hundred year, twenty-four
hour storms.
The computer program WaterWorks Versiorri 4 was used for detention sizing.
Group Uour, Inc.
Westgate Chapel Hydrology Report Job No. 96-3027
Downstream Analysis
Date of Observation:
Observer:
Weather:
Study Area Definition and Maps
February 10, 1998
Tom Bauder, E.I.T.
Rain, 50'
The site and surrounding area are shown on the attached figures.
Resource Review
The site is located in the Southwest Coastal Basin, as shown in the Snohomish County
Stream and WetlandAtlas.
Downstream Description
All runoff leaves the site and enters a closed storm system in SR 104. Runoff either sheet
flows (about half of the gravel parking lot, some of the asphalt drive, and the landscaped
area in the southwest comer of the Chapel) to the storm system in SR 104, or enters a
piped system which picks up drainage from the south and east sides of the church. This
system also picks up runoff from the 92 d Ave. W. area.
South of the site is a wooded area (0.5 Ac ±) up the steep bank which is tributary to the
gravel parking lot. In the developed state this drainage will.not enter the new parking lot.
The storm system in SR 104 consists of open grate catch basins, which may contain 6-12"
entering pipes (as from Westgate Chapel), with an open channel 5-6' ± below the entering
pipe. At the time of the site visit, there was a moderate amount of water flowing in the
channel. Catch basins were inspected, and the channel was followed to the 104/95 lb Pl.
W. intersection.
The downstream system appears to be adequate. The storm system in SR 104 was
observed by flashlight through the catch basin grates, but wasn't quantitatively measured
due to highway traffic.
Group Four, Inc.
Westgate Chapel Hydrology Report Job No. 96-3027
Drainage Information Summary Table
-3.—C-omputetW'g-dj-usted-swa�le-bet-tonrvvi-dt'h-YCse-a-o'-ii—a'FF6p-os-ed-,design-lengt-h-of
Design Individual Basin Designation
Drainage Basin Information Storm Site
The actual bioswale length (L
On -Site Area (acres) (Ex./Dev.)
1.08
Type of Storage Proposed
Pipe
Approx. Storage Volume (CF)
3570
Soil Types
Alderwood, Hyd. Grp. C
Pre -Developed Runoff Rate (cfs)
2 year
0.06
10 year
0.14
100 year
0.32
Post -Developed Runoff Rate (cfs)
2 year
0.34/0.03
(before/after controlling)
10 year
0.47/0. 10
100 year
0.72/0.32
Water Quality:
Water quality will be provided for the newly paved parking lot via a biofiltration swale.
The biofiltration swale will be sized using the requirements outlined in the Department of
Ecology Stormwater Management Manual for the Puget Sound Basin.
Biofiltration Swale Design :
The biofiltration swale was designed to treat the runoff from the 6-month, 24-hour storm
from the new parking lot. The 6 month storm is equal to the runoff generated by 64% of
the precipitation of the 2-year storm.
1. Compute the biofiltration design flow rate.
The biofiltration design flow rate shall be the peak rate of runoff for the 6
month/24-hour developed conditions design storm.
Q 6bs = 0. 11 cfs (see Waterworks Calculations)
2. Compute the required swale bottom width using the design parameters outlined
in Section 111.6.2 of The D.O.E. Manual (based on swale length of 2001).
rn = 3:1
Manning's n = 0.24 (sizing for biofiltration function,
infrequently mowed swales)
Slope = 2.0% (sizing for biofiltration function)
Flow Depth, y = 3" (urban)
Bottom Width, B = 0.85'
Velocity, V = 0.27 fps, < 1.5 fps
Group Four, Inc.
Westgate Chapel Hydrology Report Job No. 96-3027
3. Compute the adjusted swale bottom width based on a proposed design length of
70'.
The actual bioswale length (Lavwl) equals 70'. Since the actual length is less
than 200', the water surface area at the design flow rate must be computed to
provide an equivalent biofiltration area based on a 70' length of swale.
Minimum design bottom width Assumed water surface area L.ct"",
[(Lassumed Laca)(B + 2(y)(m))] - 2(y)(m)
[(200' 70')(0. 8 5' + 2(0.25')(3))] - 2(0.25')(3)
min. design width 5.2 V
use
4. Use the conveyance capacity maximum design flow rates and establish the
required swale depth to provide adequate freeboard.
The biofiltration swale shall be designed to convey the peak rate of runoff from
the I 00-year design storm with a minimum freeboard to overflow of one foot.
Q 100d = 0.39 cfs (Basin 100wq) (100yr from parking lot only)
B = 5.25'
m=3
Slope = 2.0%
Manning's n = 0.07, (when evaluating for conveyance capacity)
Velocity = 0.66 fps, < 5.0 fps
y 100 = 0. 1 F, Add one foot freeboard, for a total swale depth of 1. 11'
OVERFLOW ANALYSIS
As seen by the calcs below, the 8" riser with at least 6" of clearance can easily
accommodate the 100 year developed storm with a peak of 0. 72 efs for all of the basin
reaching the control structure.
For a Condition
Head = 6 inches
Riser Diameter =1 8 linches
Flow 2.30 efs
Group Four, Inc.
Westgate Chapel Hydrology Report Job No. 96-3027
For a Orifice Condition
Head = 6 inches
Riser Diameter =1 8 linches
I Flow = 1.19 efs
Should any of the system plug or not internally convey the storm event, the drainage will
simply overflow the system and spill onto the frontage road, run down the gutter line, and
re-enter the underground storm system when possible.
Group Four, Inc.
Westgate Chapel Hydrology Report Job No. 96-3027
Appen&x
Group Four, Inc.
S i;e-e-ty, �S 71 U S
Figure 1. Vicinity Map
Westgate Chapel 96-3027
Copyright C 1988-1996, Microsoft Corporation and/or its suppliers. All rights reserved. Page I
Westgate Chapel gemeepfmai Hydrology Report Job No. 96-3027
36'4-
5 ' 'JA_-
L
7"i-
25
14"A
loodwoj
X
7o
6
4
4,
:r 17
51
78
Figure 2
t
78
C)
17,
Soils Map
Group Four, Inc.
Z
5
+e
Scale: I"= 20001, SnoCo Soil
Survey, Sheet 456, 1983
DM
V
L,-� MTFr
Rr-IoA
Ky I I ing
ONDS E V236-27-3 [002...�
1W
B - , I a , v
�7nl 4. �t
3
n ..
0 Lu
C; 'r
10
ft to
A (2
......... CC I.Oeo
I so 115 17.5 4, 53 123 Olf 07 34 .1 S).07
43 125 110.03
18
(3)
6
5
Ballard Fed.5ay.
At
17 C4 ,TES Lu Loan J. C. Lasswe I I
..97 2 0.57 AC.
7.9t J.C.Sfansf ield)
16 .. SAI
7 60 0
1.20 %P, P.
t-56 Ac,___, Rr-st 350.43
3 -0
A'7-9
1,4P
%.03 J. C. Lasswe
TS 11 1.21 Ac.
14 203, 4x
9 T- 7 6 97-7C R7-7A R 7- 7
74.3 1 0.46 Ac. Cn
E) Rr-8C
3 T , , :,' 0.56 Ac. -Cr- -1 A XT-VA-3 RT-.9A-1 RT-..14-2
if
Cu I R7- -9 L Rr- 5Af
r, . Carroll Mige.Co. ' xr-5H xr-5,1
2.09 ?-57h. 0.57Ac. 0-51h. 0.57Ac. C �aul K.Rosen 11 0.20 Ac.
0.5OAc O.Sok OWAc O.SOAc- rj
D
0.31k. 0.33Ac 0.33Ac
0.25 AC.
CP W
22.21 201
152-54
10
-ra -3 3dol 110.03 30 8 116.37 $0/ (.6.4 3C,
j�
(4)
+
06
01 b
/-/0/ 9
-0 -097 1-087
CO d)
E/ (2)
0 J:
16 M A. T 1 (00
7. 6 ' - J_i� 0 1 1 i I
8 CO
1.093
CO -
CL (.01 AOI-46
(2) (2)
;--5
(2) 6A
3014 1. 164 30 D-1 20L,
233RD ST S.W. 'W"'3 ' BUY:
(4) iS.P503(it-79
4
41.&1 1 CO R
Wit
9 SP ZA 8705 1 �p
S Q U E 1-165 K,4 _Oe3
110.04 P0.96 I
2 31
sIN
y
"so �11' 'I-10 , 16 3 e I * �0,13
I -Ile S N
.1
Z! 2
Fig. 3 Downstream Map
14 �O :1 4. 10M
/-log �.j .! . - I ' '. "
CL
so 6 Scale: I" = 200'
11114 oR 1 D 1; E
CB locations for schematic representation only
$930 V6 109003
1-108 el
ST. 4
;;-�T_�_23ATH
il 95 1 '30 -1 100
'SIN-
iF VIR
RU
RECEIVED
r
cm (OF 1E0H0kbS'?"
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
MAILING ADDRESS
-Z
-'Z
0
/V
CITY ZIP
TELEPHONE
NAME
ADDRESS
x
CITY ZIP
vzn
FTE�LEPI19NE
NAME
CBL#
Z_)1_U115_
Z -7
0
ADDRESS
CITY Zip
TELEPHONE
8
:Z',, Kev, 2 -3
STATE LICENSE NUMBER EXPIRATION DATE
CHECKED BY
- /
P 10 RTY TAX ACCOUNT PARCEL NO.
,
NEW RESIDENTIAL PLUMBING MECH
:
COMPLAN CE OR
OMMERCAL US
ADDITION C CHANGE OF USE
REMODEL MULTIFAMILY SIGN
GRADING FENCE
ri REPAIR 0 CYDS ( — X—FT)
DEMOLISH 1:1 TANK E] OTHER
z
GARAGE RETAINING WALL FIRE SPRINKLER
CARPORT ROCKERY FIRE ALARM
(rYPE OF USE. BUSINESS OR C1 EXPLAIN:
NUMBER
OF
NL)MBiR'O'F
DWELLING
CRITICAL
AREAS
-STORIES
UNITS
NUMBER
DESCRIBE WORK TO BE DONE
-f-4
HEAT SOURCE
GLAZING %
LOT SLOPE %
PLAN CHECK NO: 032<0-
VESTED DATE
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t=
a
BE DOME ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBUC
3
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
It
SEPARATE PERMISSION.
PERMITAPPLICATION: ISO DAYS
IL
PERMIT ILIMM I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
IN INTEREST. AGREES TO INDEMNIFY; DEFEND AND HOLD HARMLESS THE CITY OF
a
EDMONDS. WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0
X,
NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.,
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE ��D RCYV 18.27.
SIGN IR5 (OW4E"R AGE
rDATF-
f I /— I I PERMUT EXRRES
PERMIT
)BE PF
IOJE
7
NUMBER
IOB SUFTE/APT#
—.00
PLAT NAMk/SUBDIVISION NO.
T NO.
P
LID NO.
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
T115UP
RW =.'
F.,:P
Street Use Perrnit Roq'd
EXISTING _ PROPOSED
Inspection Required 13
Sidmob Required 13
REQUIRED DEDICATION— FT
Underground
Wifti; required 0
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES E3 NO CI
REMARKS
z
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROWDRAINAGE
=-NGINEERING REVIEWED BY DATE
FIRE REVIEWL0 MY
UAIr
rL
VARIANCE OR CU
HORELINE OR ADB#
INSPECTION
BOND
REO'D
I
POSTED
13YES ONO
$
SEPA REVIEW
HEIGHT
COMPLETE
EXEMPT
ALLOWED
PROPOSED
ALL W
XP
I
I
I
LOT COVERAGE
REQUIRED SETBACKS (Fr.)
PROPOSED SETBACKS (Fr.)
kLLOWED PROPOSED
FRONT SIDE REAR
FRONT URSIDE REAR
z
z
PARKING
LOT AREA
PLANNING REVIEWED BY DATE
5
REO'D
I PROVIDED
I
0.
REMARKS
'HECKED BY
C N
CONSTRU 0
OCCUPANT
ITYPE JF
1— �Aj
wdg;z 5A
!�
GROUP
rx
—0 1
SPECIAL INSPECTION
OCCUPANT
REOUIRED E
JAREA
LOAD
IEMARKS
3ROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REG-0
VALUATION
$ i4w _
Description
Plan Check
Building Permit
Plumbing
Mechanical
Grading
Engr. Review
Engr. Inspection
FEE Des ription
State Surcharge
City Surchar ge
FEE I � 11
Fire Review
PlanChk.Deposit
Fire Inspection
Receipt #
';7 7�
Z
Landscapeinsp.
Total Amt. Due
Recording Fee
Receipt #
APPLICATION APPROVAL
CALL
This application is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid, and
FOR INSPECTION
receipt Is acknovAedged In space provided.
Q F MCII A DATE
( 'I
74A
(425)
771-0220
RE��ASE!4ffYr DATE
ATTENTION M 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- OR( ' GINN-FILE YELL�-14ECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PNt.:.94NER GOLD -ASSESSOR
04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING
RECEIVED
C.19TV OF EDMONDS
CONSTRUCTION PERWT APPLICATION
ER NAME/NAME OF BUSINESS
MAILING ADDRESS
-1, -
.2,0(01 �—,VtAVWD5 WN-1
CITY ZIP TELEPHONE
NAME
ADDRESS
CITY ZIP I TELEPHONE
NAME
ZIP I TELEPHONE
STATE LICENSE NUMBER
(TV A RIDP* 129 (4 N�
PROPERTY TAX ACCOUNT PARCEL NO.
0 0 —006
—
PRNEW
1:1 RESIDENTIAL
0 ADDITION
1�74 COMMERCIAL
JN
REMODEL
0 MULTIFAMILY
El REPAIR
GRADING CYDS
0 DEMOLISH
TANK
1 0 GARAGE
RETAINING WALL
CARPORT
ROCKERY
(TYPE OF USE, BUSINESS OR ACTFV" EXPLAIN:
Q,VkQv,.C,V�-
NUMBER
OF ,->, ]
NUMBER OF
DWELLING
STORIES CL�
UNITS
DESCRIBE WORK TO BE DONE
A-rzt�_;i,v�,k-->. vvp_
<1
HEAT SOURCE GLAZING %
PLAN CHECK NO:
CBL #
PERMIT EXPIRES
FUSE ERMIT
I ZONFhl PUMBER
JOB SUITE/APT#
ADDRESS
PLAT NAMEISUBDIVISION NO.
LOT NO.
LID NO.
LID FEE $
TESCP Approved
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
RW Perffdt Required
Strom Use Pennit Req'd
EXISTING - PROPOSED
Inspection Required 13
Sideivalk Required
REQUIRED DEDICATION- FT
Underground
Wiring required E3
METER SIZE
LINE SIZE
OF FIXTURES
PRV REQUIRED
7
YES13 NO 13
93
3
U,
REMARKS
z
z
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
ENGINEERING REVIEWED BY
FIRE REVIEWED BY
A
DATE
eq *I-- I I
DATE
1 _U
N 1 r-T
t if i
VARIANCE OR CU
SHORELINEORADB#
I INSPECTION
BOND
'JON DATE
C ECKED OY
REO'D
POSTED
1
10YESXO
$
1%
SEPA REVIEW
SIGN AREA
HEIGHT
COMPLETE EXEMP
ALLOWED PROPOSED
ALLOWED PROPOSED
,
—&--
I
I 1_zlo
EXP
PLUMBING / MECH
LOT COVERAGE
REQUIRED SETBACKS (Fr.)
PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED
FRONT SIDE REAR
AWS E REAR
COMPLIANCE OR
CHANGE OF USE
PARKING
LOT AREA
PLANNING REVIEWED Y DAT
SIGN
REOD
PROVIDED
o FENCE
FT)
eITHIP _V
REMARKS
F RE SPRINKLER
ME
ALARM
CHECKED BY
I TYPE OF CONSTRUCTION
6��
COUE
1 '77
utluurANI
GROUP
CRITICAiZM/j/ :
AREAS
NUMBER
SPECIAL INSPE&ION
REQUIRED [:] YES
JAREA
OCCUPANT
LOAD
Oli-re!�5
REMARKS
PROGRESS INSPECTIONS PER UBC 1108/171NAL INSPECTION REG-D
4
f4-r"r,- A(�jv_
VALUATION
Description
FEE
Des cription
FEE
Plan Check
State Surcharge
50
LOT SLOPE %
Building Permit
City Surcharge
VESTED DATE
Plumbing
/�,� y
6/,Pk L242L:Z_
I
Mechanical
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
Grading
2! DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
Engr. Review
cc PERMIT APPUCATION: 180 DAYS
LU
IL PERMIT UMFr I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND . SUCCESORS
Fire Review
Plan Chk. Deposit
Id
IN INTEREST. AGREES TO INDEMNIFX DEFEND AND HOLD HARMLESS THE CITY OF
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
Fire Inspection
Receipt #
Qe�d�� �
M
< ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
X FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT S14ALL NOT BE
Landscapeinsp.
Total Amt. Due
5j�
!31 DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANY WAY THE C11YS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.-
x
Recording Fee
Receipt #
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
APPLICATION
APPROVAL
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid, and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
receipt Is acknowledged in space provided.
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
OFI�!C�IA IGNA DATE
DATE SIGNED
(425)
,
771-0220
—RELEASED
Off 1333
131 DATt'
ATT:eTI
IT IS LAWFUL TO USE O�VOCCUPY A BUILDING OR STRUCTURE UNTIL
U
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR AbERTIFI-
ORIGINAL,�FO�LE YELLOW'- INSPECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
V
PINK - OW' GOLD -ASSESSOR
04/02 PRESS HARD -YOU ARE MAKING 5 COPIES
GREEN - ACCOUNTING
My OF EMONDS
CONSTRUCTION PERNOTAPPLOCATOON
WNER NAME/NAM OF BUSINESS
�JE_SL�:ATE CHAPEL
MALILING ADDRESS
2-2-901 Fi)t1orqQ_S WAY
CITY ZIP I TELEPHONE
EDr10H1)_S QA 142S--77Y-.,?_774�
NAME
ADDRESS
x
CITY ZIP TELEPHONE
N AME
60SC42 F10E P('20T&e-T1QH1 C
1E ADDRESS
109(o It? PL.SE
CITY ZIP TE PHONE
0 kf, I R I< L4AH 0 WA `t;��14 IS _4517-96qz-
JT
STATE LICENSE NUMBER EXPIRATION DATE CKED BY
1C_P_'v_-aFP11QHM 01111/7- 3
PROPERTY TAX ACCOUNT PARCEL NO.
E] NEW 13 RESIDENTIAL 1:1 PLUMBING / MECH
1 ADDITION COMMERCIAL COMPLIANCE OR
:3 11 1:1 CHANGE OF USE
59 REMODEL 1:1 MULTIFAMILY 11 SIGN
GRADING [3 FENCE
1:1 REPAIR CYCIS ( X FT)
[] DEMOLISH TANK 1:1 OTHER
oGARAGE RETAINING WALL FIRE SPRINKLER
CARPORT 0 ROCKERY 1:1 FIRE ALARM
(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
L
NUMBER NUMBER 0 TcRrncAL
OF DWELLING AREAS
STORIES UNITS NUMBER
DESCRIBE WORK TO BE DONE
WE ARE- RCLOCATINAI-- SEVEH HEA-03
AQQ1N&- -SEVCH 1*4EW HE-AjQS
PLO&&1�4L- i:�HE HFAO,
HEAT SOURCE GLAZING % OT SLOPE %
PLAN CHEC
No: VESTED DATE
7
THIS PERMITAUTHORIZES DPW THE WORK NOTED. THIS PERMIT COVERS WORK TO
I= 13E DOME ON PRIVATE PROPERTY ONLI ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES. ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERMIT APPILICATION: 180 DAYS
ERMIT LJMfP I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
IN INTEREST, AGREES TO INDEMNIFY DEFEND AND HOLD HARMLESS THE CITY OF
X EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMrr. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANY WAY THE cays ABILITY To ENFORCE ANY ORDINANCE PROVISION. -
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMENS COMPENSATION INSURANCE AND RCW 18.27.
SIGNATURE (OWNER 0 AGENTi LED
I M:=�� 1) _6
PERNOT EXPORES
PERMIT
NUMBER-4&_'� ,
JOB Sun"EJAPT11
ADDRES
PLAT NAME/SLISDIVISION NO.
LOT NO.
LID NO.
LID FEE
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCF Approved
RW Pon ReWired
sorest Use Pem* Roqld
EXISTING - PROPOSED
Umpecdon Required
sidewalk Required
REQUIRED DEDICATION- FT
Underground
Wiring required
METER SIZE
LINE SIZE
NO. OF FIXTLIRES
PRV REQUIRED
1
YES 13 NO 13
REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
I ENGINEERING REVIEWED BY
I FIRE REVIEWED BY
DATE
DATE
I 11111
VARIANCE OR CU
SHORELINE OR ADB#
INSPECTION
BOND
REO'D
I
POSTED
I
[3YEs ONO
$
SEPA REVIEW
SIGN AREA
HEIGHT
COMPLETE EXEMPT
ALLOWED PROPOSED
ALLOWED PROPOSED
EXP I
,
LOT COVERAGE
REQUIRED SETBACKS (Fr.)
PROPOSED SETBACKS (Fr.)
ALLOWED PROPOSED
FRONT SIDE REAR
FRONT L/R SIDE REAR
z
PARKING
I
LOT AREA
PLANNING REVIEW ED BY DATE
I
REOD I PROVIDED
REMARKS
CHECKED BY JTYPS.SF_CONSTRUCTION CODE OCCUPANT
GROIJWJ
122 _ & /
SPECIAL INSPECTION JAREA' OCCUPANT I
REQUIRED [3 YE LOAD
REMARKS ! I
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION RE(YD
VALUATION
14"309 1
Description
FEE
Description
FEE
Plan Check
State "Surcharge
Building Per it
City Surcharge
Plumbing
Mechanical
Grading
Engr. Review
Engr. Inspection
Fire Review
Plan Chk. Deposit
Fire Inspection
Receipt #
Landscapelnsp.
Total Arnt. Due
Recording Fee
Receipt #
672
CALL
FOR ONSPECTOON
(42
771-0220
__jj
APPLICATION APPROVAC-r—
Ttft application Is not a perrrdt untill signed by the
Building OffIC181 or hWW Deputy: and Fees are paid, and
receipt Is acknovviodged In space pravided.
OFFICIALS SIGNATURE DATE
,, "- - - � 1-/.3 -0 2.
ELE DATE
ATTEWOOM Off 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 1 IAZA� 0
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR. A CERTIFI- ORIGINAL - FILE YELLOW� �INSPE
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER GOLD - ASSESSOR
04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING
RECEIV%/
C5TV OF EDMONDS
CONSTRUCTOON PERROOTAPPLOCATO N
0 ER NAME/NAME OF BUSINESS
ILI M70
M MAILING ADDRESS
CITY ZIP
TELEPHONt
ItZ
AME
ADDRESS
x
CITY ZIP
TTELEPHONE
71�
NAME
/o& ze-,
o: ADDRESS
0 0,
ZIP
TELEPHONE
STAYL LICENSE NUMBER EXPIRATION DATE
CHECKED BY
I
PROPERTY TAX ACCOUNT PARCEL NO. 7
4? 40
NEW RESIDENTIAL PLUMBING / MECH
A
ADDITION COMMERCIAL o COMPLANCE OR
CHAINIGE OF USE
REMODEL APARTMENT SIGN
REPAIR GRADING FENCE X
CYDS ( FT)
DEMOLISH TANK OTHER
GARAGE RETAINING WALL
z CARPORT 0 ROCKERY RENEWAL
E I[TYPE OF USE, 0 R ACTIVITY) EXPLAIN:
NUMBER
NUMBER OF
CRITICAL
OF
DWELLING
AREAS
61-A
o STORIES
UNITS
NUMBER
DESCRIBE WORK TO BE DONE
hl�dl
Ac""
HEAT SOURCE
4��K/ 5-7-1
qLAZING
LOT SLOPE %
PLAN CHECK NQ:
VESTED DATE
THIS PERC41T AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t: BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERC41T APPLICATION: 180 DAYS
:RMIT LIMIT I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR CADRE INFORMATION
APPLICAK ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
N INTEREST. AGREES TO INDEMNIFY: DEFEND AND HOLD HARMLESS THE CITY OF
x EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
IALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMrr. ISSUANCE OF THIS PERMIT SHALL NOT BE
!3 DEEMED TO MODIFY; WAIVE OR REDUCE ANY REQUIREMENT
OF ANY CITY ORDINANCE
0
NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION. -
I HERE13Y ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATIOMS�IfIANICE AND RCW 18�27.
SIG7 VIN
1 7 M-14
rDATSIGNP
7
�E
PERMIT EXPIRES
USE
PEhMIT
ZONE
4
NUMBER
JQB
SUITEAPT?
PLAT NAME/SUBDIVISION NO.
LOT NO.
LID NO.
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
...CP Appr&ed
RW Permit Required
Street Use Permit Rsqd
EXISTING — PROPOSED
Inspection Required
Sidewalk Required
REQUIRED DEDICATION—
FT
1 UndwWWA
9 req
METER SIZE
LINE SIZE
NO. OF FIXTURE$
PRV REQUIRED
I
YES 13 NO 13
3
I
REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROWDRAINAGE
ENGINEERING
FIRE REVIEWED BY DATE
.-7;;, C/'
C,
WE
VARIANCE OR CU
SHORELINE OR XDBf4,
BOND
�QVSPEEQ�TION'
D
POSTED
YES Q NO
SEPA REVIEW
SIGN AREA
14EIGHT
COMPLETE EXEMPT
ALLOWED PROPOSED
ALLOWED PROPOSED
EXP I
I
,
LOT COVERAGE
REQUIRED SETBACKS (Fr.)
PROPOSED SETBACKS (Fr.)
ALLOWED PROPOSED
FRONT SIDE REAR
FRONT UR SIDE REAR
z
PARKING
AREA
DATE
REO'D I PROVIDED
LOT
I
PLANNING REVIEWED BY
I
REMARKS
CHECKEDBY ITYPE FCON17RUCTION JCOPG - JOCCUPANTq.,/
-rr GROUP �
Y -7
SPECIAL INSPECTd_R JAREA OCCUPANT
REQUIREDoYES LOAD
REMARKS
PROGRESS INSPECTIONS PER UBC I 08/FINAL INSPECTION REQ'D
VALUATION $
Description
FEE
Description
FEE
Plan Check
Building
Mechanical
5;064A 72r-
Grading
Recording Fee
Engr. Review
City Surcharge
Engr. Inspection
State Surcharge
Traffic Mitigation
Plan Chk Deposit
Fire Review
Receipt #
Fire Inspection
Total Amount Due
Landscapelnsp.
Receipt #
CALL
FOR INSPECTION
(425)
1 771-0220
APPLICATION APPROVAL
This application is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid, and
receipt Is acknovirledged in space provided.
OFFICIALS SIGNATURE DATE
61�
RELEAS Y DATI!
ATTIENTOON
M 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
771 =0221
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI_
ORIGINAL - FIL9,,,
YELLOW - INSPECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
FAN
PINK -OWNER
GOLD -ASSESSOR
10/01
RECEIVED
UN"OF EBRONDS
-CONSTRUCTOON PERM07 APPLOCATOON
OWNE=SINESS
c L
MAILING ADDRESS
01
CITY ZIP
ITELEPHONE
NAME
THE:
'ADDRESS
'CITY ZIP
TELEPHONE
KjQ_0/-vN/_�
91-2-12 W
NAME
CBL#
-F
cc
0
ADDRESS
CITY ZIP
k e_VIAV�o 'T 7033, 4MM13--
TELEPHONE
IZ.00
STATE LICENSE NUMBER I EXPIRATION
Y
JATE
S I 6tJ F )� *,- 0 z o 0!)
-PROPERTY TAX ACCOUNT PARCEL No
49 40
00 125 2-00000 100
NEW `7 0 RESIDENTIAL PLUMBING I MECH
0 ADDITION COMMERCCIA CQMPLIANCE OR
10 C-HI4 IZ '� 0 CHANGE OF USE
REMODEL 1-1 MULTIFAMILY 14 SIGN
REPAIR 1:1 GRADING 11 (
CYDS FENCE X FT)
F-1 DEMOLISH El TANK 1:1 OTHER
GARAGE RETAINING WALL FIRE SPRINKLER
CARPORT ROCKERY 1:1 FIRE ALARM
(rYPE OF USE. BUSINESS ORACTFVrM EXPLAIN: Cliql,4 F='0!rR_
44 - P cz�o ri L4 #J i -r-y SE-9_NOCC�&
NUMBER
OF
NUMBER OF
DWELLING
CRITIC L
AREAS
0
STORIES
UNITS
NUMBEI
DESCRIBE WORK TO BE DONE
xt��i 1 6) oo Nzig DIF
-ST 1,6 �j
HEAT SOURCE
GLAZING %
LOT SLOPE %
["�7�— CHECK IIJ10: VESTED DATE
THIS PERMIT AUTHORRES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t:
x
BE DOME ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
3
DODMN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERC41T APPLJCATION:. 180 DAYS
IL
PERMIT ILIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERPAIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
3
EDMONDS. WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT HE
DEEMED TO MODIFY; WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0
NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION..
I HERESY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRLIC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
F SIGNATUR WNER 06E [R�l
NE
L
I \,—/IPERMOTEXPORES
i474.�d�114�11
PERMIT
NUMBER
JOB SUITE/APT#
ADDRESS
Z Z
PLAT NAME/SUBDIVISION NO.
LOT NO.
LID No.
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESOP Approved
RW Permit Required
Street Use Permit Req'd
EXISTING — PROPOSED .
4equired
Sid"atic Requir
REQUIRED DEDICATION- FT
Underground
Wiring required El
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES E3 No 0
REMARKS
z
z
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
ENGINEERING REVIEWED BY D TE
27
FIRE REVIEWED BY
DAA
W
VARIANCE OR CU
SHORELINE OR ADBO
INSPECTION
BOND
IAM-01
REO'D
POSTED
_ 156
MS CINO
$
— SEPA REVIEW
SIGN AREA
- HtIGHt
COMPLETE EXEMPT
ALLOWED PROPOSED
ALLOWED PROPOSED
I
V.T 01
1+ 1
EXP
$50
1 A
LOT COVERAGE
RE061RED SETBACKS (Fr.)
PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED
FRONT SIDE REAR
FRONT UR SIDE REAR
JVA
1c;'
- I C;,
PARKING,
LOT AREA
PLANNING REVIEWED BY DATE
VIDED
I
?n*1
REMARKS..P, y_ 02- - ;g � - I/
oba,
4,
V
150 5d C. � 1U.J 4'&4 1 "'_44U
CHECKED BY
TYPE Of-CPNSTRUCTION
I \! i-I �/"
CODE
17-7
OCCUPANT
GROUP
SPECIAL. I . NSPE . CT16N
REQUIRED 0 YES
AREA
OCCUPANT
LOAD
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REaQ
0
(PIAWAIM ISTS
VALUATION
Description
FEE
Description
FEE
Plan Check
State Surcharge
Building Permit
City Surgharge
Plumbing
Mechanical
Grading
Engr. Review
Engr. Inspection
Fire Review
Ian Ch . Deposit
Fire Inspection
Receipt #
Landscapelnsp.
Total Amt. Due
/75
Recording Fee
Receipt #
12 o, 2&:La
CALL
FOR ONSPECTM
(42
7 1-0220
AJIPLI ATOON APPROVAL
Th plication is not a permit until signed by the
Build/ g ciall or his/her Deputy: and Fees are paid. and
a elpt is acknowle�gedl In space provided.
OFF i:A�IGNATU4 E DATE
nA+C
ATTENTOON EXT 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- r
CATE OF OCCUPANCY HAS BEEN GRANTED. VOC SECTION 109 ORIGINAL - FILE YELLOW - INSPECTOR
PINK - OWNER GOLD - ASSESSOR
04/02 GREEN - ACCOUNTING N
PRESS HARD -YOU ARE MAKING 5 CONES
14'-T
X-6'
81
6 1/2-=
29" 26 1/4'
T-1
81-V
7'-S"
I-e r F p %..## 9— " I v I %�f I Iq ff.-� "
BUILDING DEPARTMENT
AMRRS
owl\�L-�-
ED BY PLANNINC-,
.4
APPR'OVED DATE: UPP CABINET - 18' DEEP ALUMINUM BODY OVER NTERNAL ANGLE FRAMEWORK
BLDG. 0�FICIAL
UPPER LADINEI DUUT rPJfll 11) Durr Ina w n DUIWIM YWRLL WK ti-IMTERUALE IY� 101 #UHLL I/
'WESTGATE CHAPEL' - ROUT ED FROM FACE & BACKED WITH WHITE AfRYLIC
I a
[?r=-RMIT 05UEW'��!-'=A IIL InlU ffnIIE MKII.It rUJn In LVIER #UIM.JlrU IV MKILIL Dmmfvu
1/1 V THICK ROUTED SINTRA LETTER FORMS PAINTED BLACKADHERED TO PUSH THRU FACES
CROSS ICON - ROUTED FROM FACE & BACKED WITH WHITE ACRYLIC
CABINET INTERNALLY ILLUMINATED WITH HIGH OUTPUT FLUORESCENT LAMPS
ALL WIRING & BALLASTS CONTAINED WITHIN CABINET
MID CABINET - PROGRAMMABLE ELECTRONIC LED MESSAGE CENTER (TYPE AF 3060 16X64-9)
MESSAGE CENTER CAPABLE OF (2) LINES OF 9- OR (1) LINE OF 21- AMBER COPY
MESSAGE (ENTERS INURATED INTO ALUMINUM CABINET BODY WIT H INTERNAL ANGLE FRAME
MID CABINET BODY PAINTED BUFF YELLOW TO MATCH BUILDING WALL COLOR ((LOVERBALE #187 ASHLM
BASE - BRICK MASONRY AROUND ENTIRE BASE (TYPE TO MATCH E)GSTING WALL)
SIGN STRUCTURE MOUNTED ATOP (1) 8- STEEL POLE EMBEDDED IN CONCRETE FOOTINGS
TRE7F
0
Lu
CL.
cl:-� (D
0
22901 EDMONDS WAY EDMONDS, W Rqwmftfim Fs
De*jk: SFO)0620-2
oaw I )A 6/01
TM ORNMAG &W ML #fO%WXM n*MDN IS nt WDFMY OF M SGN MUM AM siftibelt, atwumm
9*ALNMOECOPMORUSM0007rPMnfK"MFMVMCHfflSWREWROdS�M. phQSMM ha&IJ074
AMMTCNSWSMOMMORN&MUMLSOOMMUFECTWWTEGWNOFT?*BkWDBI(;PL g&585_20"
TK OFOWM AND AW OOFIB TWa0F 94A&L N RETWSM 10 Tif SGN FACrOgy
MADE IN USA 01
DATE RECEIVED
A0
UTY OF EDUONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
W��406�
MAILING ADDRESS
122-t1tol Q�1(00� k"lly
CITY ZIP TELEPHONE
(w) 4 2-
��/o —
NAME
ADDRESS
)_ -�, 4, 0 cl 7 FL W
CITY TELEPHONE
A� 16,
i5b MON De, 161A,
NAME
CITY ZIP TELEPHONE
^1,11Anl 11AA,1 -7
RTY TAX ACCOUNT PARCEL NO.
,I., " , I — 'Il .1-1 .
f_� NEW
E-] RESIDENTIAL
1:1
PLUMBING / MECH
ADDITION
COMMERCIAL
Ei
COMPLIANCE OR
CHANGE OF USE
XREMODEL
APARTMENT
SIGN
REPAIR
GRADING CYDS
FENCE
( FT)
DEMOLISH
TANK
OTHER
oGARAGE
CARPORT
C3 R2NING WALL
R ERY
RENEWAL
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
CA/
NUMBER
OF _5
STORIES
NUMBER OF
DWELLING -G
I UNITS
RITICAL
AREAS
I C J/
NUMBER
DESCRIBE WORK TO BE DONE
94, v /�, /�;/
HEAT SOURCE GLAZING % LOT SLOPE %
46Fm 5.rx
,L,;,4 I 'EA (5 ;T0
PLAN CHECK NO: 0 _& / VESTED DATE
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
0 SEPARATE PERMISSION.
PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT., I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
FA 'APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
0
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
2 EDMONDS. WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
x 51 NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION. -
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECTAND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
AGREE—COMPI Y WITH CITYAND SWE — — —
TION; AND IN ;OING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPL'OYIE'D CALL
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
SIG7
,�RjOWNE T�) (425)
"o
DATEPiGNED
771-0220
A17ENTION EXT 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- 771-0221
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
FAX
5/98
USE
ZONE
JOB
ADDRESS
r__
PERMIT EXPIRES -4
PERMIT
NUMBER(�!�
S
NAME/SUBDIVISION NO.
LOT NO,
LIQ NO.
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP A;iprmed 0,
RW Permit R:,qu,�ed,
Street Use R m R 1q'd
P
EXISTING - PROPOSED
Inspection Requir
Side.elk Required 0
REQUIRED DEDICATION- FT
Underground
Wiring required 13
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES NO
REMARKS
W
z
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
z
ENGINEERING
REVIEWEDIDATE
Fj� E R DATE W
�Vl
cc
LILI /v
PANCE OR (U
SHORELINE OR ADB#
INSPECTION
BQND
REO'D
POSTED
Q YES ONO
SEPA REVIEW
SIGN AREA
HEIGHT
COMPLETE EXEMPT
ALLOWED PROPOSED
ALLOWED PROPOSED
EXP I
I
I
LOT COVERAGE
REQUIRED SETBACKS (FT.)
PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED
FRONT SIDE REAR
FRONT LJR SIDE REAR
PARKING
I
LOT AREA
I PLANNING REVIEWED BY DATE
REQ'D I PROVIDED
CHECKEDBY I TYPE OEX.ONSJRUCTION 1C,91V—) OCCVPANT,7,
1 /9 GROUP A
SPECIAL INSPECTOR AREA OCCUPANT
REQUIRED [:] YES LOAD
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REV
4LA h.,_ 1 '01- 1.
VALUATION
FEE
:2
PLAN CHECK FEE
BUILDING
0,
PLUMBING
MECHANICAL
GRADING/FILL
1
z
STATE SUR�HA-�'GE
ENG. REVIEW FEES
6AI`N S4CTION FEE
PLAN CHECK DEPOSIT
R CE7 T_ 17
TOTAL AMOUNT DUE J[7
�� /� )7,
-
APPLIbATI0 N AFFKIU"V�AL
This application is not a permit until signed by Ina
Building Official or his/her Deputy: and Fees are paid. dtod
receipt is acknowledged in space provided.
OFFICI,,�LrJZUNAT DATE
DBY
ORIGINAL - FILE YELLOW f INSOECT
PINK - OWNER GOLD - ASSESSOR
RECEIVED
MY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
We5-C(aAa� cH/Ao��L
MAILING ADDRESS
,22�01 jL7nktoft� WA'�
CITY ZIP TELEPHONE
-77
LbAlON f 2-7� 6,
VME
� �141.418�
PERMIT EXPIRES
bSE PERMIT
ZONE NUMBEF01) �)LJN
JOB SUITE/ART#
ADDRESS
PLAT NAME/SUBDIVISION NO. LOT NO. LID NO.
LID FEE $
TESCIP Approked C
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP RW P*rm# Required
Street Use Permit Req'd
EXISTING _ PROPOSED Inspection Required
Sid"alk Required
REQUIRED DEDICATION— FT Underground
wornitirequirtid C
METER SIZE LINE SIZE NO. OF FIXTURES *PRV REQUIRED
YES 13 NO Q
ADDRESS REMARKS
OWNER/CONTRACTOR FIESPONSIBU E FOR EROSION CONTROUDRAINAGE
6/10 t J,
CITY ZIP TELEPHONE
T144-01111 7640�-, 1_253._4e� L 7 �17
NAME
45 /--Z- 5- Yft _5T
CITY ZIP
STATE LICENSE NUMBER
z�AWM-,60 7 749
�RQPERJY TAX ACCOUNT PARCEL NO
5 ulr�,:- -2 6
TELEPHONE
_�_Z j— /� 57Y L�L
EXPIRATION DATE C
�AI-04
NEW
RESIDENTIAL
ADDITION
C,
AL
REMODEL
C] APARTMENT
C51R EPAIR
GRADING CYDS
0 DEMOLISH
C3 TANK
Z E3 GARAGE
CARPORT
RZINING WALL
ERY
0 a
P: (TYPE OF USE. BUSINESS/Op ACTIVITY) EXPLAIN:
0.
Ex
F]
PLUMBING / MECH
0
COMPLIANCE OR
CHANGE OF USE
0
SIGN
0
FENCE
( _ X FT)
0
OTHER
RENEWAL
LU NUMBER NUMBER OF CRITICA
OF DWELLING A
UNITS NUMBER U
I
o STORIES
DESCRIBE WORK T2,�B�DCN
_� / &,,5/—�W At L ,,-ok A!L:-6r1au
ENGINEERING
,!/bATE
41 a-11
FIRE REVIEWED
ATE
VARIANCE OR CIJ
SHORTLIN
INSPECTION
BOND
REO'D
POSTED
0 YES Q NO
SERA REVIEW
SIGN AREA
HEIGHT
COMPLETE EXEMPT
ALLOWED PROPOSED
ALLOWED PROPOSED
EXP I
I
I
a
z
M
LOT COVERAGE EQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED FRONT SIDE REAR FRONT UR SIDE REAR a
z
z
z
PARKING LOT AREA PLANNING REVIEWED BY DATE
REO'D I PROVIDED I I
CHECKEDBY ITYPEOF
OCCUPANT
GROUP I
SPECIAL INS�P�CTOR AREA bCCUP4NT
REQUIRED fM YES I , L - , , . t , _'_ I LOAD j
REMARKS 2
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D 5
VALUATION
FEE
PLAN CHECK FEE
HEAT SOURCE GLAZING % LOT SLOPE %
BUILDING
Z,2 UL11
PLAN CHECK NO: VESTED DATE
PLUMBING
oMECHANICAL
HIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
02
SEPARATE PERMISSION.
STATE SURCHARGE
.4,3-o
PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
ENG. REVIEW FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
ENG. INSPECTION FEE
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
LANDSCAPING
1 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
INSPECTION FEE
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
PLAN CHECK DEPOSIT
RECEIPT
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
NOR LIMIT IN ANY WAYTHE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION. -
TOTAL AMOUNT DUE
RECEIPT
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid, and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION receipt is acknowledged in space provided.
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
S11NAT RE (OWN R
DATE S 'NE (425)
771-0220
A17ENTION EXT 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- 771-0221
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX
REnLEAY 17� DANE
2
Z;ij
ORIGINAL - FILE YELLOW - INSPECTOR
PINK - OWNER GOLD - ASSESSOR
E RECEIVED
PERMIT :EXP ES
IR
IR
CPTV�1. OF EDMON0.3
USE
ZONEI�M
PERMIT'
WU MB ER%
CONSTRUCTMN PERMOT APPLOCATOO N
JOB
SUITE/APTO
ADDRESS
OWNER NAmE/NAmE'0F BUSINESS
7"
':PLAT NAME/86BDMSION�NO.
ILI D NO�
w
MAILING ADDRESS
!�ID.fEE t
I , . I
TESCPApproved
PUBLIC RIGHT OF WAY P
E R OF CI c'
F1 A StREET�MAP
RIN Po-* R:qu"od
0
CITY, ZIP
TELEPHONE
EMSTING PR
00
P BED
Stmet�uce'!` .1 Reci'd;
Inspection Requirso..
REQUIRED DEDICATION :F7
Sidewalk Requiiied
Un lg;,".r,,d �C)
W"� 0
NAME
METERiSIZE,
LINE SIZE.::*
NO� OF, FIXTURES
IPRVREQU RED.'.
YES 13 NO �O
ADDRESS
REMARKS
UJ
z
OWNERICONTRACTOR RESPONSIBLE
F,6R EROSION CONTROUDRAINAGE
�z
z
:CITY zip
TELEPHONE
NAME
ENGINEERING,
REVIEWED�DATE
IX
ADDRESS
//�7 7Ad
city zip 1.tELE0,HONE.
6Y
ATEi
w 1 �
0
CA 7 o- _e4 65,11.
q
STATE LICENSE NUMBEFI:. EXPIRATION DATE
CHECKED BY.
BY
VARIAN t OR CLIL
S06RELINE OR ADS,
%;i:INS ECTION
�.BON15.'
POSTED
/o/o/A 10 ih
, �1=-CKED
E :C3:N 6
SEPA REVIEW
SIGN AREK
HEIGHT,
PROPERTYTAX ACCOUNT. PARCEL:N
COMPLETE. EXEMPT
ALLOWED R PO E
p 0 S
ALLOWED PR6PO'
SED,
&u
I
�
u
EX P,
: L
L
.
NEW
�0, RESIDENTIAL
0 PLUMbING MECH
LOT COVERAGE
ALLOWED PRO'PQSED'
REQUIREUSETBACKS (FT.
..FRONT 'SIDE REAR .
ROPOSED;SET;BACK (IT)
S
FRO14T URSIDE., R�Aq
D ADDITION
COMMERCIAL.
C] COMPLIANCEOR
REMODEL
0 A�ARTMENT
CHANGE OF USE
SIGN
PARKING LOT
RE.Q' P P ROVIDED
AREA .,PLAN�ING
'REVIEWto'By�, �_IDATE�
Z
REPAIR GRADING FENCE
CYDS 0 X FT)
---
R ARKS�
Epr
E3 DEMOLISH 0 TA K OTUER
A
z
0 GARAGE 0 R �N RIN L
CARPORT R Y21 INA L RENEWAL
(TYPE OF:USE. BUSINESS OR ACTIVITY) EXPLAIN:
C
CHECKibBY
TYPEOF CRISIS I TRUCfiON'
666i
bcCUPANT
n
NUMBER
OF,L
NUMBER OF
DW ELLING
0
CRITICAL
AREAS
AD 0
CtOR'
SPECIAL AREA
,on
StORIE S �3
UNITS
NUMBER
REQUIRED YES
LOAD
DESCRI BEWORK TO,BE DONE
REMARKS'
PROGRESS IN SL
SPECTION PER UBC 10ff.INALINSP,EP IOW'"*.d�,6.
I
&T
VA I
LU,Af ON
FEE
PLAN CHECK FEE
AAri
HEAT SOURCE
GLAZING %
LO T SLOPE %
BUILDING
PLAN E X No-
,C"
VESTEDbATE
PL UMBING'.
MECHANICAL
THIS PERMIT AUTHORIZES oN&LiHii WORK No'oi6L."t�lg�Ptk�iT�6PVgp�,WPRK TO
L-
BE DONE ON PRIVATE PROPERTY ONLY� ANYbiNSTRUCtION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, I DRIVEWAY , MARQUEES, ETC.) WILL REQUIRE
S 'd
GRADING/FILL
SEPARATE:PERMISSION.
STATE SURCHARGE
-h
uj
PERMIT APPLICATION: 11 06; DAY S
...... .
PERMIT LIMIT: 1"YEAR- PROVIDED WORK IS STARTED WITHIN 180 DAYS
'
ENG� REVIEW FEES
SEE BACK OF PINK PERMIT FdW MPREINFORMATION
d.. I I LL L IL ; . .
'APPLICANT ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGN ANDSUCCESORS
ENd. MPECTI ON FEE
IN INTERE§T..AGREES TOJNDtMNIFY� DEFEND AND. HOLD HARMLESS THE CITY OF:
IL
TS FR
EDMONDS, WASHINGTON, ITS,OFFICIALSI EMPLOYEES�Akb AGEN OM ANYAND
,
INSPUeTtem-Fe
ALL CLAIMS FOR DAMAGES OF WHATEVER NATUREj ARISING DIRECTLY OR INDIRECTL.
CIPT
FROM THE 46SUANCE OiF THIS PERMIT. ISSUA INbE.OF THIS PERMIT SHALL NOT BE
PLAN CHECK DEPOSIT':
DEEMED TOMODIFY, WAIVEOR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
01.
x
NOR LIMIT IN ANYWAY THE CITY'S ABILITYTO ENFORCE ANY ORDINANCE PROVISION.'
.11 1 - I ::L ;:'
..
RZ T2&
. . 1. 1 � � ' , "" 'L L' L . .1
I
TC�TA�,AMPUNT DUE
.
�I HER I EBY ACKNOWLEDGE THAT I HAVE READ"THi9APPLICATi6k; THAT THE INFOHMAI IUN
'IS
A00LitAtooN APPRW
GIVEN CORRECT, AND THAT AM THE OWNER, OR THE'DULY AUTHORIZEDAGENT OF
THE OWNER. I AGREE TO COM PLY WITH CITY AND STATE LAWS REGULATING CO NSTRUC-
CALL:
This appficati�n is �oj La P6rMij Up It a' gned by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON'WILL BE EMPLOYED,
Building 01116alioi hiarbir Deputy: and Fees 6rd:piid. and
IN VIOLATION OF THE LABOR CODE OF TH L E STATE OF WASHINGTON RELATING TO
FOR INSPECTION
rec!�Ipt is ac knowiodged in�spaiipe provided"'%"
WO'RKMEN'S COMPENSATION INSURANCE AND RCW 18.27. :: ' ' : L � L' .11
. � I L :1, 1 1., . . .
r d
IDATESI
SIGNATURE (OWNER.0, GEN 4�DATE
SI NED
(4 2
Q� F, C N�T 'PATE
r
77 _022
L
AELEA BED BY
N
ENT 3'
'IS
j k m�
I T UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
771 0221:
x'_ & I
�'j
'A FINAL INSPECTION HAS BEEN MADE,AND APPROVA A CERTIF 1-
L
ORONAL FILE E INSPECTORL.
Y LLO W
CATE OF OCCUPANCYLHAS BEEN GRANTED.. UBC SECTIONLiog
FAX�'L"
-Ow . . i
PINK NER GOLD -ASS SS08
5/9
j
AT 9 E
j
(0
[IRE
-PERMOTM S
7 X.-
77��7
ZONE
PERMiT:,
HU MBER
APP
108-
SUIT PTO
:C (PTOON. PERNT
ADDRlilssi
o.
m
NER E/NAb4E OF BUS gSS
PLAT, NAME/SUBDIVISION
NO.
LOT N 0
LID NO.
rA -7
LID F EE $
MAILING AQDR S,
...
TEIICP=
PUBLIC RIGHT OFWAY-PER OFFICIAL STREET MAP
'. P.
Aoq'd
0
event Van Perml
CITY ZIP TELEP
HONE
EXISTING,
j
PROPOSED
lropectim RequWad. 0
SWwa* Requ"d 0
REQUIRED DEDICATION'
9rdefro-A
wwng "trod
METER'SIZE
LINE SIZE
zsi
NO. OF FIXTURE
PRV REQUIRED
NAMt
YE [3,
REMARK§/'
ADDRESS
L CONTROUDRAINAGE..
OWNmE6kTRACTOR RESPONSIB E FOR ER04ION
z
CITY ZIP TELEPHONE.
ME
lNGINEERING.
REVIEWEDIDAT
'w'ADDRESS
D BY
DATE
ZIP
EL
0
MAN
IANCE OR C
SHORELI NEORADSO�
BOND
STATE LICENSE'NUMBER EXPIRATION D ATE
f CHECKED BY
P6STtb,
SEPAREVIEW!
SIGN AREA:.,
�,HErGHT��%:.
PROPER TY TAX _AC l�, I j:f7PA_FiCEL
Nb�
COMPLETE EXEMPT
ALLOWED PROPOSED.
ALLOWED PROPOSED.
Lu
_j
EX
.,;RES ENTIA
kD 'L
p UMBIN
L G,0 &H)
COVERAGE
ALLOWED. �PROPOSED
REQUIRED SETBACKS (FT.)
FRONT�: S IDE REAR
PROPOSED S&BAA (FT)
oNT PRO,—
FR L)R SIDE:
0 A
COM MERCIAC �, �, �
:' CO M;PLIANCE OR
u CHANGE9 SE:
W,
3
PARKINGI_
LOT AREA:,
NINGMgVIEWED DATE:
I f4NL BY
REMODEL
0 PARTMENT
$16N
REO D
6 'FEkC
q .:0. 5K FT)
f I
-REMARKS,
ER
:DEMOLISH TANK
TLA
-7
1?-4 f4i�tj
GARAG E .AtNING L 0 RENEWAL,
0
p
C�APORT
TY P . VPF E iS'. 6 440 T I V I T Y E PLA N:
'By
. .
QkbKED 13Y
T YPE qE..WTRVCTION
0 UPANT.
0 cc
NUMBER
OF
DWELUNG
CRITICAL
AREAS
SPECIAL INS PECTqR
JA
REA OCCUPANT,
o,jTDRIES�-::,
OT
NUMBER.:.
REQUIRED:
0 YE
J
-a' DONE
.&kRidtWO KTO 9
REMARKS z:
PROGRESSINSPECTIONS PERVEIC: I 08/1FINAL INSPECTIO KRE
r
777
'VALpATION;.,, FEE: -
PLA CHECK FEE
q
7
LO SLOPE %
BUILDING:'..
p
d DATE
V5ST!
PLUMBING
�'mili
MECHANICAL,
THIS OF ES PNIX TjJE,WQRK P09T PEWrr�6*s WORK TO
-DOMAIN (CURIBS, SIDEW.ALKS. PRIVEWAYS4111AR0 UEES.,ETC.Y."LL REQUIRE
SEPAIFATE�PERMISSION.j
tz
i
STATE.SURCHARGE,�
OA APPWCil OnON: '*16AY&�,:,�
PER IT'
1PERMITUMIT'? YEAR'aPROVIDED WORK IS STARlrEdWITHIN -180 DAYS
lEE BACK OF PINK PERMIT FO Ft 04ORE INFORMATION
:�;,APPLICANT.,;,iPNBtHA4,OOFHIS�OR�H SP, ,AS§k9NSA.NP.PUPCpSORS
ER,
D�*AM49S$,TIJE. CITY�00
LANUbUARINU
YAND
INSPECTION EE�
ECTLY
RECEI PT 7� �`t!
0 BE
PLAN CHECK DEPOSIT
0
SION.',:
RECI EIPT
0 0
AMOUNT DUE
I;HEREBY�ACKNOWLEDG9 THAT I HAVEAEAOTHISAPPLICATIOW, THATrTHE INFORMATION..,
bULY AGENT OF.
Apll:k CAMORAPP
'j ROVAL
GIVEN Is CORRECT AND THATTAM THCNpWNER, OR THE AUTHORIZED
THE OWNER�'l AGREE To compui WITH CITYANO STATE LAWS REGULATING* CONSTRUC
CALL
T610 application is �cl a peirnwumll signed. by. the
TION;:AND-IN D61NO THE�WORK,AUTHORIZED THEREBY� NO.PERSON WILL BE EMPLOYE :D .
Bu I
arepa.,�; and;.
IN VIOLATION OF THtLABOR CODE OFTHE STATe-OF WASHINGTON RELATING TO
FOR INSPECTION
receipt.le acknowledgedin space provIded,
WORKMEN'$ COMPENSATION INSURANCE AND..R '182
A
0 DATE
G K6 At OR A ENT)
�771'.'0'220
"SEP
RE
0 Y
NTIOW'1�'��,�Kl�
EXT 313'
p
SE, 0 P RE'
T M UNLAWFUL TO Nd ok &1466tu UNTIL
771 -4221
a
9. p
OR
FINAL INS ..'B E A APPROVAL ACERTIFI-
ti.
ORIGINAL-�FILE YELLOW.- INS
CATE OF OC PAN Y. HA BEEN'd. A. E UBC:SECTION.109
FAX
PINK -OWNER - GOLD - ASSEissoR:
EAECEIVED
w
vERN q PORES
USE A
PE, MO
MY
OF EDMOND
ZONE
NUMBER'
:J�
CON9TAU ON PERMIT APPLOCATOOK
0
6UITE/APTO:
DD RIESS
"NER NAMEINAME OF'BU6NESS
PLAT NAME/SUBDIVISION NO.
T NCj.
LID NO.
q
LID FEE $
LU
MAILING ADDRESS
RIGHT OF, WAY PER OFFICIAL STREET MAP
TESUP APPrW0d
RW Parmlt Requkad
Streat,Lfie Perf�k Aowo
CITY:, Z10
TELEPHONE
EXISTING PROPOSED,
Irapection Requir" (3
Skiewalk Requirk! C
Pre a 4)
:FI�OUIRED DEDICATION- FT
urg"Mund''
Winiv Mquired
NAME'
ME S
TER iZE
SIZE
NO. OF FIXTURES
PRV REQUIRED
YES C3 0
Lu
REMARKS
-E
OWNER)CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAWAG
ADDRESS
CITY ZIP
TELEPHONE
NAME.
ENGINEERING REVIE.WED/DATE
ADDRESS
r
ATE
CITY Zip..
TEL EPHONE.
FI
REVI
3 IL
0
v�weo
STATE LICENSE NUMBEF . . EXPIRATION DATE
. .
I CHECKED BY
RIANCE OVCU,
�
OR ADsi
I
INSPECTION
REQ'p ;
BOND
. �;,, I
I I I
I
]POSTED
OYE 0,N0.
SEPA P ;W
SIGN.AREA:
HEIGHT,
0:
PROPERTY TAX ACCOU kT,PAFICEL NO.
COMPLETE
EXEMPT
P OPOS
ul
U.
_j
EXP::
RESIDENTIAL
0
0 PLUMBING MECH
LOTCOVERAGE
ALLOWED p ROPOSED
REQUIRED SETBACKS (FT.)
FRONT, SIDE:: REAR
PROPOSED SET CKS (Fr;)
FRONT. L/R SID REAR
Dll
0 AUDITION
COMMERCIAL'.
COMPLIANCE OR
CHANGE OF USE
z
z
PARKING LOT
AREA
PLA REVI I EV n ATE�
N ING
0 REMODEL
APARTMENT
SIGN
REQ'D
PROVIDED
G , F45i_
NO FENCE
CYD . S
REPAIR 0 X FT)
-PMRKSr
C] 0 TANK R
DEMOLISH
E 'RETAINING WALL RENEWAL
Z
0
8OCkEPff
(TYPE OF USO� BUSINESS OR ACTIVITY) EXPLAIN:
CHEC4U By
TYPE OF CONSTRUCTION
J�� E
06C 0AN't
RO P,
ROF.
15WELIA.
CRITICAL
AREAS
-gPidiAL INSPECTOR AREAL
6000PANT
0
_U
UMBERY
REOUI RED o, YI
LOAD,'
.4
DESCRIBE,WO.RK1O.BF,DONE
e
REMARKS
z
7 T
PROGRES&INS R
PEdTIONS' PE INSOE E0'6
CTION
a
&M-41
JL'
5
A
T
"o
VALUATION
FE
pb�
CHECK FEEL.
7.
.0
AT . PE
'OF SOUR
GLAZING
L&SLbPE
BUILDING
�o
A H C NOL L"
�PIL KID E
VESTED DATE,
PLUMBING,
1HISTERM -,A OAIZEWOOkY�THE�WORKNOTRW. THIMPERMIT COVERSWORK TO
IT- UTH
"ON,0141THE
941P,9149'Q! RqP#FTYL.QN4V.�ANYC TR661 FYOUC
QNP
(CVARSL:SIDeWALKS;, I PR VEWA� 4. 114ARqUE ETOJ�YALL PEQUI E
DOMAIN
�GPIAOING/Fuo` 1:!:�
SE�A�ATE;PERMISSION.
STATE,S ROHARQE�::
y
Uj
0EArAlf APPLICATION J80,DAy$;
PI?AMlrU6AI1%�'.j V940 ��Pf�OVIDED�,WORK�IPIT�%PTFP!-Wq"!MI 160 DAYS,,
ES C4QFPJNK'PERMjT:F0R'M OR FDR14ATIDN.
R
i:7APPLICANIT ON BEHAL$,7bFHI6�OR,HER:SFO CCESO, S r
,USg.�H14!R%ASSIGNS:AND SU
1,
A
ES-T
�10NTEREST.AGRE RMLE$&THE.CITY'OF,�
OMbN66;�WAOHIR GTO, IT&OFFICIALIS, EMPLOY 0'Nr'TSFROM ANY AND
IANDSCAPI,�G
NS
iR WHATEVER NATYF tE ARISINGDIRECTILYL RINDIRECTLY.
CTIO FEE':
FROWTHE ISEIUANdtOF THIS PeAlMit, �.'ISSUIANr. IS PERM&SkALL NO
,
PLAN CHECK DEPOSIT.
RECEIPT
_=EM9D TO MOPI, WAtVq.9: :R9DUCE ANY FIE130 ENTOF ANY CITY OR DINANCE
FY IREM
1 Fl .
0
1 . ,
TINANYWAYJIHECIT _,,NANCE'PRM
�NOFI;LIMI Y!$`ABIL1T7,Y, TOENFQRQ1EAN QR
CEIPT
TOTAL AMOUNT DUE
IR
I HEREBY ACP 1MATJ:H�VE F;T��0,THISAPPL�CATI!bM;;TFIAT,�,rHE,INFORMATION:�.:.
kNOWLEDG9
A LOWPON APPROVAL
GIVEN IS CORRECT"AND TWAT.(.-,AM!THE OWNER, OR:THE.DULY,AUTHORIZED AGENT,OF
THE OWNER. 11 AGREE TO;COMPLY WITH CITY -AND STATE LAWS REGULATING CONSTRUC-
' "
L' � - CALL
This application 10 not
a permit. until signed by. th
LL 6,
! O'F�EW :EM LOYED
TOWAND IN DOIN ;THE,W9F3K AUTHORIZED THEREB 1.4 "LLOE1 P
Y,.,N
!L� .'i "
d Inii:011116likForh oftier Deputy. and Fiei aiiii ld� an
IN V16LATION OF THE LA90R CODE OF THE STATEOF WA$HjIN TON RELATING TO
6
FOR I SPECTION
receipt ls'ackno*lGd ad In space provided; : �_�
COMPENSATION,INSVRANCE AND RCW 19 1.27
LS S
OFFlf?,IA IQ NATURE
E
El 011. 1 1 N
�QATE SIGNED
(42
Ow
21
VA
"I &ZIP
771-0220
RELEA�&
DATE
...
ATTENTION %
EX 13r.
T 32
jw",
�U LAWFUL TO USE:OR 6coupYkBOLDING OR;STRUCTURE L NTIL
Lx
771
A FINAL INSPECTIO I HAS BEEN ADE:A6: APPROVAL OR A CERTIFI-1
ORIGI14AL - FILE
YELLOW 'NSPECTOW
OFO N AS BEEN GRANT�D.'UBC SECTION 109
CCOPA Cy.k
FAX PINK - OWNER
GOLD - ASSESSOR
5/98
1 IT E RECEIVID..
t
3
CltY0FED.lW0N'DS
US E
ZON
TERMIT
_.NWkR
JOB�.
I I . * : �:, :��.SUITEIAPT#�.�
A�
OWNER. 0 Ul"
ER ME SINft
NA
4�A
PLAT NAME19UODIVISION NO.
LOT NO.
io
C
�.�MAJLINGADDRESA.
UO FEE
Lu
eo
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
T
rp
simet uis Pima Afqa
'�CITY ......
PHONE :�\' I
TEL& ..":
EXISTING PROPOSED"'i�
. .,
. . I . :. I " .
Iftepectior 15squk".
:Sido*a* IT ad
.,
I . I � I NZ-hn t�7
REQUIRED DEb ON,
I :
�FT
U
W*V roqutred
METER SIZE,
LINE 41ZE
NO. OF PIXTUREP
PRV REQUIRiT7
1,�
lo:
Ass
Y 'N6 0
lz*x
VDAESS.
REMARKS
11B `-FOA
--+��Al RFSPQ EROSION 00 TROL/DRAINAGE
QWNERCO TOP S LE N:
7'.
ok-
:w
CITY,
TELEPHONE
'566.6%
stm
W2.
E
V� _a
ENGINEERING
m
. � �. 1., 0 . , I I '_
ADDAESS� '' '. .
I .
FIRE REVIEWED BY
DATE�l
CITY ZIP
TELEPHONE
9AD,
42<'.
kk Z--t-4W 4s��
�S.TATE LICENSE NUMBER E PIRATION DATE
CHECaD BY
VARIANCE OR co
SHORELl NEqRAD0C:':,:,.
IN6P ((,?N.
EdT
NEd* .-f
Ob
g. q
olim
�-OYE
_071 _7j
SEPA REVIEW, -
COMPLETE EXE MPT
6 " - '; .
81 N'AREA'
ALLOWE R PPO, $ED*
C HEIGHT
ALLOWED .111'' PRO� 'b
PROPERTY TAX :!NCCOUNT. PARCEL NO.
ul
no-00
EXP,
NEW
NES�!DENTAL
0, PLUMBING /.MECH. .
LOT COVERAGE
ALLOWED'-� PROPOSED
REQUIRED SET ACKS (FM):
- . FRONT, S16E REAR,
PR0PdSlEb.SEt BACKSO
:POONT %UR,S,oe A
'ADDITION
/COMMERCIAL
COMPLIANCE ON
0
z
z
p�
CHANGE OF USE
PARKING,
LOT AREA
I PLANNING �EVI oiy,; PAT
EWE
W66EL.
APARTME
.
IDED
0 RI
S IGN
GRADING 0 FENCE
C X FT)
OTHER
TANK
a'GARAGE ;0".RETAININ.0 WALL., RENEWAL.
CARPORT.
oc
A KERY
(L
F TEI
f P, MSE! By
CHECKED By
TYPE OF CONSTRUCTION A66f)''
Njx, C Lj k�v
-7
U
IT7
r r
I
a
NUMBER
OF
NUMBEROF,
DWELLING
i'N
RITICAL.- r1tWilT
REAS
SPECIAL INSPECTOR I AREV
OCCUPANT.'
0;y
0
$TOA0.
UNITS
LIM BE��4q)S
REOUIREDo YES-`
L7ACr
p
DESCRIBE WORK TO BE DONE
REMARKS
PROGRESS. INSPECTIONS PER �BC 12 4INAL'INSPECTION-At6t
R
7
ct
'. C.0
"T
3j
VALUATION
FEE
PLAN CHECK FEE
EATI 'SOURCE'
GLAZING V�:
See- c
LOT.SLOPE %
BUILDING
K
-PLAN-CHTEC 0:'
VESTED DATE
PLUMBING
MECHANICAL
THIS PERMIT AUTHORIZE$ ONLY THE WORK -NOTED. -THIS kRillif C(OfERS WORK TO
TA Cn THE
BE OONe-OMPRIVATEIPROPERTY ONLY. ANY:LCONS U ONO : PUBLIC
qRAD,lNG/FILL.
"DOMAIW, (CURK SIDEWALKS, DRIVEW4YSilMAR0UEES; ETCJWILLREQUIRE
7SEPARATE PERMISSION. -
STATE SURCHARGE
PERMIT APPILICATIONI�180 DAYS
PERMIT UMIT.,l lEAR � PROVIDED:WOhK is:sTARTEo wrrHIN 180 DAYS
E4& REVIEW FEES
....".SEE BACK OP.PINK PERMIT FOR MORE INFORMATIOWL
`:1APPLICANT, ON'BEHALF.OF HIS OR:HER SPOUSE, HEINS, ASSIGNS AND SUCbESORS,
EN 0 INSPECTION FEE
ii.'iiiT.tFittT,'.46AEES:TO'�IN.DEMNIFY. DEFENOAND, HOLD. HARMLESS THE CITY OF.
LANDSCAPING:
2
'%�:fPMOND$;,WASl 4INGTON, ITS,OFFICIALs, EMPLOYEES. AND AGENTS FROM ANY AND
INSPECTION FEE
ALLPLAIMS FO A -DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY 08 INDIRECTLY
R ECEIPT
FROM TH9.iSSUANC9:OFJHIS PERMIT, ISISUANCE,OF �THIS. PERMIT skk� NOT BE'
PLAN CHECK DEPO . PIT''
: '
DEEMED TO MO�IF�Y. WAIVE OR REDUCE ANY REQUIREMENT OFANY CITY ORDINANCE
0
'NOAUMITINAkYW�YTHE'CITYSABIUTY,TO'ENOORCEAt4yOADIMANCE PROVISION.-
TOTAL AMOUNTO
R 11
14EA98Y ACKNOWLEDdEtTHAT4 HAVE READ THIS APPUCATION;'THAT- THE INFORMATION:
ON AP-PAIGIVAL:
GIVEN IS CORRECT, AND THAv AM THE OWNER, OR THE DULY AUTHORIZED 4GENTTOF
_:APPILIC
I AGREE, -TO COMPLY.WITH CITY AND STATE LAWS REGULATING CONSTRUC-
'�TION�
4L
This'a0plIcationle not apermituh0leloned bylhw�%
'Offidal
AND-INOOING'THE WOAKAUTHORIZEO THEREBY, WO'PFRSON:WI D
LLBE-EMPLOYE
:'80ding 0 his/hbe, DopuW aho'17.66i4re
6
rIAW VIOLATION �OF:lHE� LABOR CQK�OF�',THE-.'STATE:OF,.WASHtNGT.ON �.RELATING T6:
FORANSPECTION
',r6d6iptlii6kh6i4ledoidih:SoAoO�P6 d
vl�
WORKMgN!S'COMPENSATI .27.
�NRA�61EANDRCW`18
S.1 �NER IN
G
DATEJSIGNEO I ' .
(421.1
F AL $ DATE
FIC! GN));U
L
I'd
4D.
Jr.
Y.
ATTENTION
EXT
33&
IT IS UNLAWFULTO USE OR OCCUPY A BUIOING' OR &RUCTURE UNTIL
.'
771-022t
t
A FINAL INSPECTION'HAS BEEN MA0E AND APPROVAL OR A CERTIlFj_
ORIGINAL - FILE - YELLOW - INSPECTOR
CATE OF OCCUPANCY HAS BEEN.GRANt.ED., USID'SEiCTION 169
FAX* -
�P)NK� NER GOLP-ASSESSQR-
5/98.
RECEIVED
PERMITEXPIR
C17YOF-EM I S.'', ` I .
I l�, , �i.-V.
ZO4E' �`,PgRMIT..
61) INUMEiER 2
A61 00, 8'.
, . , - 1. .
''ONO,
CONST VOTION PERMITAPpLI ION
R
jO6 SU1ITE/APT#
ADDRESS
ow" M U S
NEFI�NA M FM INES
e
PLAT NAME/SUBDIVISION NO�
LOT NO.
L105;
:a!
AILING ADDRESS
LID FEE $
0
J.
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Id
RW Paring R 0
do.
Y
day :.ZIP
TELE HONE
EXISTING PROPOSED
Street ye's p 0 d
=ir
InsPection Required 6
4,HONE
REQUIRED DEDICATION FT
Sklinselli Ft"ulred
UndorgIOUnd
W"v "Neit 0
NAME`%
A,1
'M 9 SIZE
LINE SIZE
0
NO. FFIXTURES
PRV REQUIRED
YES C3 0
:NO
-
.3
ADDAEbS�
REkAAKS�
L
6WNEWONTRACTOR R ESPONSIBLE FOR EROSION CONTROUDRAINAGE
a
z
CITY ZIP
EPHONE.
NAME
��, 41
;EN INEERING ROIEWEDIDATE
CC
'0
-ADDAESS.
A
:F
�z
1:,Zv
TE E
L PH NE:
15 REVIEW70 BY
FiR DAT
0''
IU
ot
0
STAtkA5CE4SE RIJIMBER EXPIRATION DATE.
CHPCKEDBY
CEO
VARIAN R CU
SHO NE OR AD
INSPEC
TON
0
FIEO D
PqON
OSTED
V
CI YES 0 NO
-,,�SEAA REVIEW .
COMPLETE EXEMPT
SIGN AREA
ALLOW ED —PROPOSED
ALLOWED PROPOSED
PROPERTY,, t NT ARCEL 40
C �ACCP 0
LU
mj
00
EP_
q, L
0 R SIDENTIAL,.
PLUMBING ME H
0 r!
LOT COVERAGE
AL P140POSED
REQUIRED SETBACKS (Fr.)
FRONT SIDE REAR
PROPOSED SET'
BACKS (FT.)
FRONT UR SIDE REAR
,�Aoo0
lii N,
0 L
MMERCL� I
MPLIANCE OR
z
CHANGEOFUSE'.
'RE :ODEL
M
�o APARTMENT',
SIGN
PARKING
REOV
PROVIDED
LOT AR EA
PLANNZ AE�I 1ED'BY
EW DATE
9L
GRADING 0 FENCE
0 CYDS:
X— FT)
KlzlvAHK5
j
.DEMOLISH 0 fANK OTHER
I, RETAINING WALL''
IOARP RENI�VVAL
ORT ROgKgRV,
I 11
�:(TVPE'O
S ;OR; A V 1 EXPLA14-
"0 USE,, BUSINE ...
n�,
k"1-
CHECKED BY
TYPE 66TION
C . OnE
OCCUPANT
.'M' k
.,NU BE I
pil
1'�NUMSOWOF Q"�
AL
CRITICAL`
kg
I
TIN
GROUP
im
OF
DWELLING
AREAS'
.1 1. . I I n
SPECIA LINS EV A
OCCUPANT
UNITS,,
��NUMBE R"
REQUIRE
LOAD
ESCRIBF ORK TO E
6 .DONE
0
RE 0
M� K
0
z
FIHfjqtkF-55.INSPtC'T1ONS PERUBC 108/FINAL INSPECT110N 0150'D.25
5
ji�
It,
4 C9
A U ION
V L AT
PLAN CHECK FEE
HEAT SOURCE
GLAZING %
Lot SLOPE:%
BUILDING
PLM CHECK, NO
Vftfb DATE
PLUMBING
ME ANICAL
tkolil itt.
THIS,PERMITAU -!ONLYTHE�WOR* D TtIIS 0EA11111if. RS WbFIK16
�,.'"':��'BEDONELONPRIVATE�PRQPERT-YONLY.� NY;PONSTRUCTIONON4HE,PUjEUC:,
A I
Gf
GRAIIN IL
�!,:DOMIUN ��(CVPBS' S'rPiEWALkS"6R'VE"YS, MIi'RqV'ES Vc.) VALL RE* R
: �L
q.
p
7 77 7777
PERMIT APPILICATIO �-80 DAYS:
Nil
S RCHAR
U)
PERMIT ILIMIT: I,YIEAR.�iPROVIDE01WORK 19 STARTqp'. 00 DAY S,
04EVACK OFl1ri1NK�PERm'rr 0o, 'MORE INFORKATIONs,
4NGL� REVIEW. EE9
PPL .!PANT. ON BEHALF OF., HIS ORHER SPOUSF,� HEIR G
1. 1 . - .1 §. ASSI NS AND SUMESO S
E NG.; INSPECTION FEE
I ; 1� -1
FY DEFEND.
��!N�;INTEF14PT. AqRgES.TO,INDEMNI,,, ANP,.HOLb.kAkMLES§THE CITY. OF
.. . I
LAP40S 'CAP INq,:
2
S,r
.?EDMOND WASHiNOT6N,-�:ITS.OFFICIALS..EMPL6�.Y,Ets,,,Ai4D AGENTS FROM ANY AND
'N'PECTIONrFEE
ALLCLAIMSMADAMAGE WHATtV.EA1`;lATUIRE RISING bIRE&LYOR INDIRECTLY
I -
r 1, "'.
x
� I A ., �A 1,
FROM THE "
IS§UANCE�oF;YHIS.PE MIT� ISSUANCE OF THIS,;PERMIT SHALL, NOT BE
IL :tL��
RECEIPT
NT O`FANY.biT-Y`bRb�kANCE'
PLANLCHECK DE T
Fll ABIUTYTOEkFbkbt'AkY,6�46i�ANCEPA'
Lim TIN�NY�, THE�, Try" OVISION.
S'
F
TOTAILA MOUNT DUE
R CUP
jui
.: :15:-5!� 0
L
awn
eb*?�AckNbWLEDGE�
"HER THAT, I:Wt;AFAD�tHiql'4�.OUdATION:,TkAT' F
THE4N ORMATION
I
� .
R
GIVEN. IS CORRECT, AND -THAT I AM TWOWNER. OR THE DULY AUTHORIZEb'AGENT OF.',:,'
:.01; ".., .",
APPLICATION
APPROVAL
THE QWNE9.,, I.AGREE,TO.COMPLY WITH'CITY AND STATE-LAWS:REGULATINO CONSTRUC�.`
THE
CALL
'This a . pplIcation is not a permit until signed by the
TION; AND IN, DOING WORK AUTHORIZED THEREBY, NO PERSO WIL BE�EMPLOYED
N . . L. .
ISTATEL
11 . I I.. . .
Building Official or his/hot Deomty:,and Few am Paid. and
IN'VIOLATIdfmF THE LABOFVCOINE� OF. THE OF WASHINGTON. RELATING T 0
�..;��PF!�MEN�sfiWPENSATION�lNgUPANCE�AND'ACWrie' .1;-
.2
I
FOR - NSPECTION
j �rsioolpllsocknowledgedln sPace provided.
S13NA
ATE 6!9"ED�
FF SIG RE DATE�
40
771-022.0
RELEASED BY
At*NTION*
EXT 333
IT IS UNLAWFUL TO USE 68 OCCUPY A BUILDING OR STRUCTURE UN TIL
7,1
,A FINAL IN HAS'BEEN MADE ANDAPOROVAL,IOR A CERTI I -
SR F
ZA!NCY
771-022.1
CATE OF b C6E kS BEEN GRANTED� OBC, SECTION, 109'
ORIGINAL FILE YELLOW - INSPECTOR
FAX PINK OWNER i
- GOLD - ASSESSOR
;%VZ %.. A g
J.k
EIVED
R�
PEAMOT ExPlIAES
n.
USE Pi ERNIT
ZONE
NUMBER.
PERMOT APPLOCAM
J013
A DORESS
2. C:;L
WN ME
I � ,
N R �NA F BUAES�
I I
f
M DIVISION No.
PLAT NA E/6UB
I LOT NO.
LID
"'ILIN - AD&Reb
LID FEti�
j
A.,�
ce.
16,L �.
7-
PUBLIC RIGHT OF WAY PER OFFICIAL STREET, MAP
I I .
I I
TEIP APIMWW . 13
p6rQt Rociuked
mr"Wo�pormll
CITY., 'I ZIP
TELEPHONE
I I
EXISTING PROPOSED
Inapecti" ROWIMd 0
Skimid Rkulrad.. C)
REQUIREPPEDIPATION., FT
w
U= :jL
NAAE
METER SIZE
NO. OF FIXTURES
P.RV REQUIRED
YES 0 NO� '0:
AD DRESS.
eo
REMARKS
OWNERrONTRACTO R RESPONSIBLE FOR EROSION CONTROUDRAINAGE'
'A U/d --L—
w
CITY
4Q% Zip
TIELEP14ONE
NAME
ZINIGINEERING REVIEWED/DATE'.'
bo-
ADDRESS. .
44
Oq 1,0
x—
FIA
DATE.
Au
0
tCITY ZIP-
TELEPHONE
3
"�D
eo
EXPIRAMON DATE
CHECKED BY
JARiANCE OR CU
SHORELINE ORAPB#
, � : REO'D
�OYES a NO
BOND
P ED
OST
�0
,SIGN
$EPA R VIEW
AREA -
HE4GHT
Q'[
PROPERTY TAX: 'ACCO NO
0611
dOM*LETE-
EXEMPT
ALLOWED.
PRO POSED�
ALLOWED':�
PROPOSED
EXP
NEW
RE I S1 , DENTIAL
%4PLKUMUe-k-rP'A'0A�
LOT COVERAGE
ALLOWED
REQUIRED SETBACKS (FT.),
FRONT' BIDS REAR
PRO.O4E0,'SV04CKi,`.t�f)
FRONT DE.'REAR'
PROPOSED
UR0
[J' ADDITION,
COMMERCIAL
0 COMPLIANCE OR
C
Z
Z
:Jtr 0 EL
FIEM D
APA RTMENT
. 1.
[_ SIGN.
'PARKING
REQ D PROV1*1ED
L REA
&A
PLANNIN
m-j
I 0 GRADING o FENCE
0 PAR �CYDS x FT)
Z
0 TANK OTHER
'-,GA44G E, ;RE LL
TAININGIWA � Q RENEWAL
CARPORT
S
"s
..... ..
ROCkERY .,
PE�QF USE� PUSINEP, § PRACTIVIM10LAft
CHECKE By PE CONJTRU TIOP
Y]r
OA
�W.0
RO
OR U
R �UMOEROF
��:NVMBCF
DWELLING
CRITICAL
Ah E*S
SPECIAL INSP CTOq REA. occUOANT.I.
E OCC
EG
j
Co
NUMBER,
REQUI LOAD
LOAD*-
0
STORIEW�',3
�D E WORK,TQBE DONE -!V
, . ,
I Ire
jr (00
REMARKS
,e OW 04 e,
PROGRESS INSPECTIONS PER UBC 108/FINA0m6Pr;"oN,mE0-v
CD
6� lid:
0
VALUATION
Ott,
L
j-
PLAN CHECK FEE
7, al
SOURCE
GLAZING 4�
LOT SLOPE %
BUILDING
3
KA,RCHECK
VESTED DATE.
PLUMBING
MECHANIC L:
A
'�',THlS'P*F1llA'TLA0TH *Y.THE'*ORKNO:!#. T!1`11 PIT.CQMS W-9 RK TO
P
t
,
�,C% St.DONE:ON:PRIVAT.O.PROPERTY,,,.o''mL*.;'ANY,CONSTRUCTION ON THE-PUBUC
D 9EQUIRE
(3,11ADING/FiLL',
SEPARATE PERMISSION.%
STATE SURCHAR GE
9c
LU
PEFICiIIIT. APPUcA-nOm: ISO DAYS
PERMITUOIT.. .1, YEAR--, PROVIDED. WORK IS -STARTED WITHIN-100 DAYS -
ENG. REVIEW FEES
BACK OF PINK PERMIT FOR PORE INFOFkVAATiON'I.'.
W.PLICANT.'ONI BEHALF OF HIS OR HER SPOUSE,: HEIRS, ASSIGN)S�A.ND SUCCESORS
ENG. iNSPEC'"nON.FEE
�'�'ININTEREST,�,AOROF-S�TO.-'IkDEMNIFY. DEFEND AWHQLD HARM ��THE'CITY Op ... ..
ANY A
$,WASHINGTOW: ITS;OFFICIALS,.EMPLOYEE PM Wb
LANDSCAPING
INSPECTION FEE
TION FEE
��AL-LCLAIMS�F.OR�DAMAGES.OF.WHAT,.EVER'WURE:'*R it. R`1140IREQTLY�
x
ROM, THE ISSU�NCEJQF 7HI&PERMIT.�� 16SPANPq1�0F THIS; PERMIT� SHAL14 NO BE
MODIFY,, WAIVE ORRIEDYCO'AN� REOUIFI641�k* OFA14� dftYbAdINAIME,
PLAN CHI
'5
0
��NO, LIMIT1W E
ANYWAYLTHE-61TY7,SABILI TqENFOR EANYORDIN NC PROVISION.".
Ty' A
.
TOTAL AMOUNT DUE
R CEIPT
�41`104EBYACKNOWLqDGE,THAT I:HAVE�READ�-THIS'APPLIOA761.04.� THAT012 INFORMATION'
GIVEN ISCORRECT,.AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATION
APPROVAL
;-THEOWNER. IAGREETO, COMKX�WITH�CITYAND STATE LAW®ULATING CONSTRUC-
CALL
'This application Is not a per'mit until4igned by the
TION;ANo iNbowdlHE WORK AUTHORIZEDTHEREBY,: No PEASOMWILL'SE EMPLOYED,
IN VIOLATIO� OFPTH 0 1 CO THE STATE.OF WASHINOT40N RELATING TO
JMqOF
FOR INSPECTION
Building Official or hisiber0o uly: and Fees are paid. 'and"
sp
receipt Is acknowlqd4i�On a royided.
Pace p
�WORKMEN; i Ti
j��
S16GNAT E
DAT�EiIIGN6
OFF IG DAT
�E
4W
:02
rh
1 7 20,
RELEASE
-Aki
VATE�
E N t 10 N
333
:'LAW'FUL fbU$E i,661Lbiim6i 6R
UN
'EXT
-PAIA,
OKOCCUPYfA STRUCTURE UNItIL
�.
771-0221.
FINAL INSPECTION HAS�:881ENAADE'ANDAPPROVAL OR A CERTIFk
Vd
OR IiNAL'4iLE� �YELLOW.T MOECTOk
CATEr OF OCCUPANCY HAS BEEN, GRANTED. SECTION 109, 1, .,
UBC
% - � .1 1 i — .
. I - % I.r. �, , � ., , 1, . .,
PINK,-�QWNER, 4, GOLD ASSESSOR
Iml. MR
J_
p
MR 15 P
�MES
EDMOND&
USE ERMIT 9 7 9?
P
ZONE
zx.�:
-.'RUC,.TOON,'PERM�T,APPL�CAT�ON
JOB SUITEAPTO
ADDRESS
ERNAMItA ME OF BUZZ
LEGAL DESCRIPTION CHECK
SUBbIVI9IQN NO.
LID .
2
M' Li G RESS
z
SiRE P
PUBLIC RIGHT OF WAY PER OFFICIAL _+iT MA'
TESCP Approved -b
RW Per.1t Required
C Ity _ZIP.
TELEPHONE
EXISTING REQUIRED DEDICATION
Stf9st Use PomtReq* 13
lnoi:�ectlon Requ�recl C3
�q2,S -,,I
0146POSED.
"walk Required
s U
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES 0 NO o .%
REMARKS
cm� I r_ R'Ral
2
U
CITY ZIP
TELEP�&NE_
rTEL,E,F
r
NAME'.
KA MZ 0K luttak'A
ENGINEERING MEMO DATED REVIE EDBY
m
1=
ADDRESS
Al 4677
FIRE MEM DATED �REVIEWED By
u
z
0TY zip
TELEPHONE
:7AD
0
U
4
VARIANCE OR CU
SHORELINE #
STATE'LICENSE NOMBER, EXPIRATION DATE CH�CKED BY
SERA REVIEW
SIGN A REA
HEIGHT,.�
COMPLETE
EXEMPT
ALLOWED PROPOSED
ALLi
OWED PRO �OS D
z
0
L I E AL DESCRIPTION OF PROPERTY INCLUDE ALL EASEMENTS
E
LOT COVERAGE,
REQUIREa SETBACKS (Fr.)
Ck FT
�PROP SED SETBA S'(,,
ALLOWED PROPOSED
.
FRONT SIDE REAR
. ;:
FRONT: UR I
w
4
PROPERTY�TA.*'. ACCOUNT PARCEL NO.
w
F
LOT AREA
PLANNING REVIEWSY D T
A �E,:
NEW,,
RESIDENTIAL
P.LUMBINGfOECH
REMARKS
0 ADDITION
COMMERCIAL�
COMPLIANCE OR
CHANGE OF USE
REMOPF
APARTMENT
Cl SIGN
0, REPAI 0 GRADING FENCE .
X T),
HECKED BY..
TYPE OF CONSTRUCTION
E CCUPA
cl THER
0 fANK 0
ROO
GARAGE
0�: 0��'RETAINING WALL 0 �:RENEWA
SPIECI ALI NsPECToh
IR
REOU EDO YES
�Cid UPANT
LOAD
z
CARPORT, ROCKERY
0
(TY S�bPll ACTIVITY EXPLAIN,
REMARKS�: r
CL
(1:
- A
PROGRESS: INSPECT 'PER UBC -1 08:;�.
1ONS'.
w
irNUMBER,i
I NUMBER OF-,
IC AL
t 7
(ME ILLING
AREAS
1.
o
4TONE&,,.4�
S
?Y_
BE RqNE
:Ar4\
77
IL a
'F IM: INSPECTION.
R 7�
REQUO ED,'
YALU�TION
FEE
PLAN CHEC K FEE'
HEATZSOUR E;l*:..,
LOT SLOPE %
BUILDING
PLUMBING
PLAN C
VESTED DATE,
MECHANICAL
t
ONLY714E WORK, NOTEPo.-THI&PIERMIT COVERS WORK TO
li.,:' BE2.DONE'ON:PRl,VATE PROPERTY ONLY�-ANY4112ONSTRUCTION'ON THE�PUBLIC
GRADING/FILL
DOMAIN, (CURBS,SIDEWALKS,�DRIVEWAiS�,:MARGOEES,ET6.) WILCREQUIRE
q-
SEPARATE PERMISSION.
STATE SURCHARGE
CL
(P.eFIMIT.APP.LC'AT,ION:',-1.80-C.iAY.S�',L,�:':
�7
1180DAYS
STORM DRAINAG E FEES
77t
w
EWSPOUSE;l
�APPLICANT,'ONIBENALFbF HI&OR HE HEIRS: ASSIGNS AND SUCCESORS
ENG. INSPECTIQN,FEE
IN; INTEREST, �AGAEESTO` INDEMNIFY.: DEFEND'A ND,. HOLD �HARMLESS THE CITY OF
'.lEDMONDS,,�WASHINOTON;!kTSOFF.ICIALS;IEMPLOYEEs� AND AGENTS�FROM ANYAND'
ALL rLAIMS,FOR,DAMAQE$,OFWHAT,,EVER�. NATLIRE;ARISING DIRECTLY:OR INDIRECTLY
6
FROM THE, ISSUANOE',OPTHWPERMIT.� ISWANC��OFJWS'PEFIMI[t E
SHAL046T 6
_j
0
. 'L� DEEMED TO'MOOIFY'WAIVE�OR 1`16DUCE'ANY REQUIREMENT dFANY CITY ORDINANCE
PLAN CHECK DEPOSIT
X
NOR LIMIT, IN ANYWAYTHE ITY! 'ABILITY. MENFQRCE ANYORDINANCE PROVISION."
TOTAL AMOUNT, DUE
I HERIBYACkNOWLEDGETHAT-1 HAVE �FtEAD THISAPPLI64TON: THATtHE INFORMATION
GIVEWIS CORREr'�:ANDJH�T.J�AM, THE OWNEROR,THE DULY.AUTHORIZED AGENT OF
APPLICATION APPROVAL,l',
GREE�TO:OQMPLYWitk,CitY"AN6'6tk�t
HE�OWNEkl A, LAWS REGULATING CONSTRUC-
��fbN; ANID,ik6OING4kt;,W6Rk 'AUTHORIZED THtFjtjjy, LNO PERSON WILL BE EMPLOYED
CALL
This a0plication is n6ta penoill Until sig 6idb'yjha.
ft VIOLATION'OF,THE LABOWCODF�:OF THE-�STATE.OF WASHINGTON RELATING'T 0
FOR INSPECTION
BpiIc!ing Offiqlal,orhisiber.Depulyi and Feqaare-paid� and
WORKMEN'S COMPENSATION INSURANCE AND RCW 16.27.
-receiPtl&acknoWledged in s6sice,pr�nrlcled.::
SIGN RE iq,w ER AdEN
142
6F�; SSIGi:kURIE DATE I
71 --0290.:,
ENTI 7
RELEASED BY *DATE J.:
OR OCCUPY,
IT Is UNLAWFUL TO USE A BUILDING OR STRUCTURE UNTIL
. D
AfINA� INSPECTION HAS BEENMADE AN Fl-
APPROVAL OR: A CERTI
1.
_', , ,
CATE OF OCCUPANCY HAS� BEEN: dRAN'T'EP,.�';,UBC'SE'CTION 109,
L. . ORIGINAL - FILE YELLOW - INSPECTOR
. . r :1 .� L ." 1, i'l
PINK - OWNER - GOLD - ASSESSOR
"Mom
WW;
d
/a
PERMIT: EXPIRES
-!TY FAMM
us eRM IT
4 P NE
E
NUMB R
K N ERMIT. A_0N
6 ��.p APPLIC. TT,,1
$T
JO - 8 SUITE/APT#
s,
ADD RESS
FA
BVSINF55.
9��JER NAIVIE�NAME OF
L;
I EGM 6Fq1'R'PTI0NrHECK
S613DIVISION. NO.
LID NO.
YA!LING ADPRESS
z
YiO t���
PER OFFICIAL STREE t MAP
TESCPA
PVBLIC.RIGHT OF�WAY
rw
Pp ed
420
TELEPHONE
EX STING REQUIRED DE.1 N'
D CATIO
RW Permit Rejubo:. 01
striet Viis Penrift Rs4'd
"Pecilon Require dl,, 0
PROPOSED 0,
Sm6valk Requk6d
-NAME
550 c
METER SIZE IINE SIZE
..NO. OF FIXTURES
PRV REOUIRED�,�
0
z
7r7-,j,,",
%
.......
YE Nor'�
.
LU
to
-
L_ :'ADDRESS,
x Ir I
L)
RERAARKS If
z
z
z
drT
OIL/V
TELEPHONE
566
NAME
A,
wr
GINEERING MEMO DAfE6_ REVIEOE*Y
ADDRESS
0 q,
PIN z)
p
FIRE MEMO DATED,. REVIEWED eyj
i'bj,
ZI P.,
z I
0
TtLEPHONE
VARIANCE OR CU
#
SH, RELINE #:
-ENS EXPIRATION DATE.,
STATE Lic
�CHECKED BY
T
A J.
SEPA REVIEW
MPLETE EXEMPT
919
SIGN Aw
'/A b *%P::L
LJ-O#
7
GHT�;.
PROPOSE P
N OF� PROPERTY I
L NgLUDE ALL EA EM
0 'LEdA DESCROTIO
EX P
�'L& 6OVERAGE
REQUIRED SETBACKS (Fr.)
PROPOSED SE,BA' KS (FT)"
U)
ALLOWED PROPOSED
FRO T S: DE REAR
N I
, ,'-FRONT 'R' E�REA
o�:y�
f I
19
P90PEFLTY TAX ACCO NT PARCEL NO. 1
LOT AREA
PLANNING REVIEW By DATE,
_j
E DENTIAL,
S,I
111LUMBINP/.MIECH,
�IMARW
ADDITION`
COMMERCIAL
o COMPLIANCE OR
CHANGE OF USE
p ......
R MODEL
A PA F`6r. M E N T
d SIGN
b%
6RADIN
P �REPAIR CYDS X FT
0
0,
ITY�PE
6 DE
b
C HEckEb.By
F CONSTRUCTION
PAN
'OTHER
DEMOL1 .14K
:GAOPO
SPECIAL INSPECTOR AREA
OCC61PA;T
4ARAGE"' RETAINING WA
CARPORT- RE14EWAL
REQUIRWO YES
z ROCKERY
0
�&Yptb.,USE. SUSIhdSS (5)q ACTIVITY) EXPLAIN:
-F
.......
REMARKS q,
FE
PROGRES S INSPECTIONS PER 06C 10'8;
0
51::-�
L''
W ..NUM ER
OF:.
_NV �'41'1�ICAITICA
DWELL ING,
0 STORIES,
UNITS.i
AREAS -
NUMBER
7 7 7t:_,
DESCRIBE WORK TO 13E DONE
"0
-4 7V
ARADR§PECTION
REWR96
VALUATION
.'FEE
PLAN CHECK FEE
4
HEAT SdU E
I�G
GLAZ %
L Ot 6r�PE'%
BUILDING
PU"WCUE& NO:,
VESTED DATE�: -
PLUMBING
MECHANICAL
AUTHOAIZE&ONLYTHE;WOR X NOTEO.� MHISe PERMIT. COVERS WORK TO
-PRO PUBLIC
BE'DONE ON�PAIVATE PERTY,ONLY.rAN'YCONSTFiUCTION'.ONTHIE..
GRADING/ ILL
�,�DOMAIW` S, DRIVEWAV$.:MAjQU4ES;E1:C.) WILL REQUIRE
(CURBSS'DEWALK,
tEPARATEIPEAMI$SION�
STATE SURCHARGE
9
w PERMIT APPLICATION:. ISO DAYS r.'
L
,
. Hi
YFAR.w,PROVIDED:WORK�IS STARTED WIT NfISO.DAYs
sTORm DRAINAGE,FEES.
A r r
20 PPLICANtON'BEHALF OF'HIWOR�HER SPbUSEMEIRSI:* IONSANID;SUCCESORS
ENG. INSPEC TIONrFEE
ANANTEREST.."'AGREE6 TO,INDEMNIF�Y.-,DEFENP�:ANpr.HOLD. HARMLESS THE CITY,OF
777
1�141EbMONDS:'WASHING*Ok! ITS dFFICIALSI",�,EMPLOYERS,,:ANP�AGENTS FROM ANY,AND
x ALLICLAIMS FORDAMAGE9 OF.WHATEVER!NAT.UAE;:ARISING QIR8CTLY OR:INDIRECTLY,
�j
�FROMJHE ISSUANCE PF.;THIS:.PERMIT,�,, IS ,Nq,4:OFJHIS PERMIT'SHALL-NO T BE
PUA
0 O'912MEUtO MODIMWAiVE OATIEDUCE ANY, nFOUiReMENTOO AkYbITY. ORDINANCE
PLAN qHECKD'EP6Slt.,�
-.1:149A LIMITIN ANY -WAY THE CITY!$ ABILITY TOENFORCE ANYORDINANCE PROVISION.*,
Or
TOTAL AMOUNT DUE r
iH'ERtSY'ACKWC)wLtcOtl'HXTIHAVt!kEADTHIS"APPLI ATIONj HATTHqINFORMAT ION,
GIVEN "ISCORREPT;)kND THAT I AM THE OWNER.- OR��TOIE DULY AUTHORIZED AGENT OF'
APPLICATONAP PR6VAL'
fkt OWNER.. I AGREE TO-c6mPLY WitkbItY AND STATE LAWS AEGUILATINd'CONSTRUC-
CALL.,
This
'AND IN DOIN21TM EWORK: AUTHORIZED: THERE
TIPW Mi"NO PERSON WILL 6EIMPLOYEb
� �
gpplication4s,not a permit until signed!by the,
IN VIOLATION-b�'. "At LABOkCODE OF THElSTATE OF WASHINGTOk-AELATING TO-
FOR INSPECTION
Building,-Officlaj or hIsMer Deputy: and Fees arq�paid,: and':
WORKMEN'S.COMPENSATIQN INSURAN CE AND, Rt!!�W
g. ad in apace provided,
T (OWNER [DATE
SIGNED
(416)
OF IG E, IIATE�'
771 �0220..
�'v
ENTION
S_
R'LE DBY
ATISU
N LAWFULT :USEOROQCUPYABUILDi TURE UNTIL
6 ING ON S�R66
.
' ' '
NAL r IN , SP TI ON . HAS BEEN MADiANP, AP
EC . PR&AL, o
A: F1 R XCERTIF12
%%C _ r , . r
ORIGINAL - FILE YELLOW - INSPECTOR
'CATE
or U,
F OCCUPANCY HAS BEEN. GRANTM T 8 ECTION. 109
PINK SSESSO4
OWNER - GOLD - A
A
NOTAUCTU.. snuvr.
P.MATOON
OWNEWWAMENAM� 100 WS
41P*:
W ORF"RNTSER,
rids.. .98090 1
'6mo"
(425L7`76-9776
NAME'� . 1
ifttty
h; -ADORESS
6860, SH ngle criek NY
C17Y -P!, ]TELEPHIONE
NU00611A
NAME
,Sundquist-Hoiiss, Inc.
ADDRESS
R
P.O. Bog 958
CITY ZIP
ELEPHONE NUMBER
Lynhwod 9804.6,
(4�5) 775, 4661
N
STATE,LIC9M$E.NUMBkP �JOCPIRATIO DATr
Le.0al.Descelption of.Proport Includg.joll easements
Lu
t�.,
ui
q(0q; "0.00 Ot 00 4161--
-
Ton Accou""
% Ej PWMIWMECH
NEW R!*160171IAL
w COMPUMCE OR
A061�.ION , CdM M4RQAL
APT, Boa".
RkIJ MN.,
ETINSLRT,
140T B/SPA
7 RENOWAL
0
WIN ES 9A 1*11;
X.
40
0 1
ER, F
QF DW L NGG
ST UN:S" N 6W
oESCA1,9 A (AtTACHP-LOT"Hy
-A
HEA`r SO MPE_-.-�
GLAD N,d
%
This Pormit:coVere�workto.'bdd,onq.dn'.prive,teO.mp#",ON,�Y.
Anj 6oAitrucilbri On thi:66blic domain (curtd,`ald8!1vlkS,.
�;,drlveways,'maiq uees;et6.l ill requ Ire,ijaparste per Ission.
WA pplimfloot so WYO.
ij y �ii agwo
i behalf 61,hiiorh o*r' Spouse,
'"Appil ant., 61 hill0p, q .6s I Igns. and
h
,johiploypesf
kq&0666 61n,:lntor0sttmp9j Lntftmhl y,'defenj and
tilaeiiijosk .: the hlpgt,qh
d ..a . gents frb a a all I clal f
g1pi I Ms.
<1 ::Wqateye,e,,,.natOl�e,,�aiiiing'4iiecI
'i6igi-61
orindlri6 - tly-fr4rn �;ifrbsiiirnc
of 1 -q6eme , 0.
pokmlj�. J;Isuqnco.�O, th! p�rmlt shall n6vbe� d:t,,
Umod
. Ify.,.WalVd� oe��,Odqdii �iny. ri
0
lnjipnyVayJh'e Clty�a blllt�:to:sonforcei,any-o n ncei.
�,di a
t at tne,�
oIf- 4, p . e I reby, a . qkn6.v09dgeihit I hivir6id.Ahid 6pp'll6iflibril hi
f�"rmat6h.6)4nii corre t-andth'st 1. . tryiiw�wiieir, 0i thje,diily,
L
'I '
. j..,
6f,fhd �ej.
d:.' g,0nti,,. agree: o,,cdrnply;,Wlth.,qlty and;.
tate1a 9
,,t, r, (89111 "be ampipyea ln,v101atl6nof �06�Labo.r-'
�o f: nj� pen saw
in to lalinoto Workma�?g-qpm
rin66. 7"
Off
IDA TE Is
A
TvT
".0
USE
ZON6%..
14
�A
Jot
AD
I'M
L
Aw P i[ire
EXISTING DED(bATION �R 'd*
StrW U0 Mi
jho�Wlo I
PROP SLgri",
R
j IN _'ak Ul
-7r ...
A1, llf�
MET6A,SjZg LINE IZIE, 0. -OF FIXTURES
REMARKS (16 W jjW_
.44/6 j1_10 0 � I
. I ,
A
bonk I( e
. a 1A.
E;4GIN I ameMbOATED
-
c.-,
fjF JE MEMO
/9
'VARIANCd OR C
�U
ADB Q'.
!qoa
SEPA REVIEW,
COMPLETE EXEMPT
N EA
V.,
4 "T
N
EXP&�fg
OT'CO7ERAQE
AE%61RE.P
ALLOI�ED 1,�LRPPOSED
SID �R
7
5
r
LOT AREA
...PLANN R I
JN
REMARKS
an
N
laueXu LL - - 4L
1,4. .
. . . . .
J. 'Y jA
CHEC Y,.*-��""'��,,
1113Trlylrl�
59.,W
SPECIAL INSPEPTOA,.:
REOUIREO.
ATRAR
410,
F�OWA q cl u NO! �v yu V9121",
q,
PLAN Ck K FE
BUILDING
4v
PLUMBIP4.
JQ!n
MeCHANI L
GRADINGIFILL
�t, op
STOR PJAGE FEE
ENG. IN6PE0`tIC*FEE
PLA� CkEC
TOTAL MOV,Ot"g
X41iWION "APPLia , TIOW.'APPROVA
:TH16
'AUTHOR14ES This. ap
v
ONLY,TH*E' 0 .0 0
lkWOF*'
146-YEb Is..
'ia :,p,
Imspi rovi
EDN4
�A, IN,
�J�:.jj On 7�_
NAL' '10 L; spq
U
OWndr' QOLP�' li�;
PER*O'r EX PORES
j,
USE PERMIT 1046
ZONE
NUMBER
-0 NSTRUCT,,O'QN.'PERM�T::APPLE(bAT�ON
JOB . SUI,TE/APT#
DDRESS
2, 0i
DWI, 4�0 N�ME/NAMEOF BUSINESS
6UBbj
a
LEGAL DESCRIPTION. CHECK
ISION NO�.
LID NO
,q
LU
ss�
z
I
0
PUBLI C RIGHT OF WAY PER OFFICIAL S REET MAP.
TESCP Apprimed. 0
t;rl Y Zip F
TELEPHONE
EXISTING REQUIRED DEDICATION
Permit Required
RW 0
Street Use Permit Req'd 0
p
Li
I )ocWn Required
nq 0
.
4
ne .2 -1 47
PROPOSED
Id"al
S 1c,F*u1rd 0
NAME"
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES 0 NO 0
.W
A DRESS
LU
z
REMARKS
z
z
Uj
CITY ZIP
TELEPHONE
NAME
REVIEWED BY
m
p6RE S
J
0
4'
FIRE MEMO DATED REVIEWED BY
&
164
CITY ZIP
ONE
z
0
!AA:
VA F41ANCE OR CU
ADB#
SHORE L . INE #
450� I I EXPIRATION DATE
STATE LICENSE NUMBER
CHECKED BY
SERA REVIEW�
SIGN AREA
HEIGHI; .
COMPLETE
EXEMPT
ALLOWED
PROPOSED
ALLOWED;
PROPOSED',
z
LEGAL DESCRIPTION
OF PROPERTY - INL;LUiJt ALL EASEMENTS
J
0
EXP
2
. LOTCOVERAGE
REQUIRED SETBA�KS,(Fr-).
PROPOSEP SETBAC �7.
ALLOWED PROPOSED
FRONT, SIDE :RIAR
NT. EA
VA SIDE'T
Z
i,
4
0
P90P� TY TAX ACCOUNT PARCEL NO,
N
z
LOT AREA
PLANNING REVIEW
Uj
N E W
RE$l DEN AL
PLUMBING/ MECH
EMARKS
AD61TION
COMMERCIAL
PT,
COMPLIANCE OR.
L—J CHANGE OF USE
0 REMODEL
C] APARTMENT,,
C] SIGN
FENCE
GRADING C3
0 REPAIR CY S
P FT)
CHECKIED BY
Ty PE60 ST'RUC!TI1
OCCUPAN T
OTHER'�,
DEMOLISH TANK
QRPy,P
SPECIAL INSPECTOR AMEA!
OCC Up 'T
A.M,
GARAGE
E]JI.ETAININQ :�ALL� :RENEWAC
REQUIRED YES'
�h;
z
:�o CARPORT ROCMRY,
0
P
PE OFUS INESS OR ACTIVITY)r N
REMARk
U,
U
PROGRESS INSPECTM&PER; J$C��,I�OQ,
Lu
NUMBER .
OF!
N EROF
UMd
OWEILI�6
[CRITICAL
ARE�k�
gg
o
�,,STORI tSL,'
UNIT S
NUMBER
RKTOBED
0 CRIBE WO ONE',
-a% IAAA q-!L_jj2 0.
d;ji:
C, W Aid
MALIN PECTION
AE
ION,
�FEE
PLAN CHECK FEE
ZING % m
LOT SLOP E % .
BUILDING
PLAN CHECK Noj
VESTED DATE
PLUMBING
MECHANICAL .
TH'.SrPkRM'T AUTHORIZES ONLY THE WORK,NQTIE TH1S:pERMITCdWRS WORK TO
BE D ONE 614�PAIVATg PROPERTY ON ANYONSTRUC11014 ON'THE PUBLIC
.
GRADING LL
MAIN (CURBS iSIDEWA"g, DRI
D 0 VEWAY% PARQUEEP,ETC.) WILL REQUIRE
SEPARATE PERMISSION.
STATELSURCHARGE
�j
04ROIT APPLICATiONi. OAYS"�
K:ISSTARTEOIWITHI 180 DAYS
FEE'S
ST99M
DRAINAGE.
ut
'APPLjCA NT. OWBEHALF OF,LHIS OR HER'SP90SE,�'HEIRS;r ASSI . GNS AND 6UCCE9ORS
ENq. INSPECTION�FEE
�.:'INrINtEkiT,,A6REESrT0 'NDEMN FY�:DEFENOAND,,kOLD HAPIM4ESS THE rCITY OF.
EDMON 1DS,,WASkINdTbN� IMOFFICIALS, EMPLOYEE% AND AGENTS F N
ROM.A Y AND
X
FOR DAMAGES OFWkAttVER NATURE ARISING DI ECTLYOR INDIRECTLY
a
.
FROM TFIt,�iSSUANbE'.61: THIS:PE Mit. ISSUANCE OF THIS, PERMI
9 iT SHALL'NOt BE
0
DEEMED TO MODIFY,WAIVE OR REDUCE ANY RE0UIF R
r "MEN OFANY61T�.Q QINANCE
PLARCHECk DEP OSIT
x
'r
O,tN
NOR LIMIT IN ANY WAY THE'CITY'S ABILITY T. r FbRotr�hYLORDWANCEPR ISION."
L
TOTAL AMOUNT.DUE!
TH
16H EE ' Y ACKNOWLEDGE AT I HAVE READ TH1IS`;:XPPLI6ATI6N� -TH E IN F RMATI ON
0
7`7
"ANDL1HAT I AM THE
N IS CORRECT OWNER.� OR THt:'DULY AUTHORIZED AGENT OF
PLI CAT ONAPPROVAL�;,-�
THE OWNER.` I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING bONSTRUC-
D i THE WORK A0HORIZED THEREBY; NO PERs6N.WILL BE EMPLOYED
CALL.
T y I
his 11cation is not a permit. until signed
Oj.��7rtlk
LA601`1',,666E HE STATE, OF WASHlkdtb N,. RELATING TO
MPEN�
POR CT)QM
0 6i I
Buildin a pr his/har�Dq title.lind Fees.are paid,-,
p
PRKM EN'S'
NINSURANCErANDRCW10.27 .
ipt is acknowledged In space provided.
.
;I
�NAfu (0
tR RA6t�+)
15�iE SIGNED
425
IAL SIGNATURE
771-0220L
T
r r L L
,,,:ATTENTION
LEA 7 By; E
U NLA
I T'� WFUL tO:U§E OR OCCUPY A BUILDING OR s"rRU0fURE LINTiL
�INAL fq� PI�CT,ION H�S B ENMADEAN OR 'A CERTIFI'�',
,PPROVAL
CCLI�P NCYMAS,'bEEW
c.Ar4E.OF 0 NTED,'r�,�UB
'C;SEC .10 �'109
ORIGINAL - FILE YELL OW - INSPECTOR
PINK OWNER GOLD - ASSESSOR
5/98
Co I
�i 13
09 z
0
�z x --I
!�p
0
z
0 A
0
tA
CA
10
0
<
m
o 4
< tA
T
4
z
z
"A
5
of
mQ
X
V
S'.
IM KI
, ME;
0
0"o
,5'
/A .80. 1.00 N
C -o-
t.0
mi
DENNIS BATTY & ASSOCIATES
ARCHITECTS & ENGINEtRS
6860 SHINGLE CREEK PARKWAY 0106 MINNEAPOLIS, MN 66430
6278 PINEMONT DRIVE OA240 SALT LAKE CITY. ur 84123
Z� DAYE: OWN
NO. MMPH0f*-'8Q4W60M MNFAX812SM1000
4.0-00 UT MONE! 001-203-0274 UT FAX 801.2'al-ONO
A
700 �i
SITE PLAN
N OO7W33-,
JUT. -
nflO n "LnUnn n
q �
WESTGATE CHAPEL Et)MOND%'
RECMVED
JUL -3
BUILDING DEPT.
STI REETFILE
ED
-4f 0
CITY OF EDMONDSsTREET
COMMERCIAL TENANT IMPROVEMENT/ REMODEL COVER SHEET
Directions: Applicants are to complete the information in the WHITE BOXES ONLY (Shaded boxes are for City use only).
This cover sheet must accompany each building permit application for a commercial tenant improvement/remodel project.
TLAN CHECK
APPLICANTZ�,�,:'
DATE"'RECEIVE
D
PROJECT ADDRESS
PROPERTY TAX ACCOUNT PARCEL #
0
UNIT #
DESCRIPTION OF WORK r,
1A je h 0, /, e to, A: igw
0 W N E R &,1e,,5 P H 0 N E 040�5-- -2 7 5-- .42
CONTACT PERSON 7-7 411AAI PHONE /-/ G-�� ig - cl 6 i�- 41
FAX 6-Z -7 - 7,41 E-MAIL FAIIAN co-sr-c -4*1-e— co,-,?
MAILING ADDRESS I d:1 5116 1177'�" �04 &,�3 frO
[a FAX CORRECTIONS 1:1 MAIL CORRECTIONS E-MAIL CORRECTIONS
BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO
COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I
UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT
MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY
DOCUMENTATION IN ORDER TO MAKE A COMPLETE APPLICATION_AN"'a DISCRETIONARY APPROVALS ARE REQUIRED.
, - �, I ' 1(6- /Co
S I G N A T U R E — e DATE g<740
CODE t61tIONS 1997 UBC, UMC, UPC, WSEC, VIAO WITH AMENDMENTS (including State Barrier Free Code
TYPE OF CONSTRUCTION OCCUPANCIES
NUMBER OF STORIES BASEMENTS
NUMBER OF EMPLOYEES TOTAL PARKING SPACES DEDICATED TO TENANT
BARRIER FREE PARKING,,SPACES EXISTING
PROPOSED
STRUCTURAL CALCS PROVIDED LIGHTING BUDGET PROVIDED
EXISTING AUTOMATIC SPRINKLER SYSTEM MANUAL AUTO
n NONE
EXISTING FIRE ALARM SYSTEM 13 YES F1 NO
DISCRETIONARY APPROVALS ADB CU OTHER
FIRE PROTECTION INFORMATION (City Use Only)
tf
ALTERATIONS' TO EXISTING SPRINKLER SYSTEM—Ra-191
ALTERATIONS TOEXISTING FIRE ALARM SYSTEM -
FIRE EXTINGUISHER TYPE/RATING QUANTITY (See.plans for locations)
STAFF COMMENTS
PLUMBING FIXTURES WAC Table 29-A (City Use Only)
WATER CLOSETS LAVATORIES
OCP� SQ.FT, Existing Proposed Existing
Proposed
M- E M E R E M E
BARRIER FREE RESTROOMS EXISTING PROPOSED
STAFF COMMENTS
PARKING INFORMATION (City Use Only)
U SE SQ.FT. FACTOR SPACES
REQUIRED
TOTAL SPACES REQUIRED
TOTAL SPACES PROVIDED
BARRIER FREE SPACES REQUIRED
BARRIER FREE SPACES PROVIDED
STAFF COMMENTS
SEPARATE PERMITS (City Use Only)
M ECHANICAL/HVAC FIRE SPRINKLER
ElPLUMBING
G REASE TRAP
Any request for modification,
variance or other administrative
deviation (herinafter "variance")
must be specifically called out and
identified. Approval of any plat or
plan containing provisions which do
not comply with the city code and for
which a variance has not been
specifically identified, requested and
considered by the appropriate city
offical in accordance with the
appropriate provision of city code or
state law does not approve any
items not to code specification.
VIAQ CODE COMPLIANCE INFORMATION (Table 3-4)
STAFF COMMENTS
OCCUPANT LOAD CALCULATIONS (City Use Only)
USE AREA FACTOR OCC, LOA D
TOTAL OCCUPANT LOAD
STAFF COMMENTS
PERMIT ISSUANCE APPROVALS (City Use Only)
PLANNING REVIEW & APPROVAL
CONDITIONS OF APPROVAL:
FIRE REVIEW & APPROVAL_
CONDITIONS OF APPROVAL:
BUILDING REVIEW & APPROVAL
CONDITIONS OF APPROVAL:
DATE
DATE
DATE
L:\temp\building\forms\Tl-rvw.vsd -- 7/00
EXISTING BUILDING
WESTGATE
CHAPEL
k355.78
IV-346.96
wjv.&-�4.jo r* Rcp
f,R- �, .
Topm-i54 08
35;." 5: Rcp
m . 69 0 Kcp
VON
—340.75
We
Westgate C asin Map
Job No. 96- 0`2 7
Scale; V - 40/
3-17-98
dL.-
EXISTING BUILDING
WESTGATE
CHAPEL
.09 R(;P
10-3n.6
SSW
10-356A&
�lx \ \X A
We.= (m
W e s t g a t e c h\,-6(,'P e
\� lk
Job No. 96-30-27
Sca�e: 1' - 40/
3-17-98
imm
�asin Map
v/
FM
�op
;0 r , q -
. ---MOOR,
op
0
V 1
TV
14T �6 �w
moo
CUT ROCKERY1
EKISTING
CONTOUR 0
Typ.
dt
�EXTRUDED CONC
382.0
H/r 4 ft
TW = 388.0
HT = 6 ft
TW = 388.0
HT = 6 ft
TW =f 386.0
HT * 4 ft
EXISIING TREE
TO REMAIN
(Typ.)
2'\ N 68-41 *25" W
WATER VALVE
HYDRANT
UTILITY POLE WITH GUY
M TELEPHONE VAULT
LIGHT POLE
m GAS VALVE
*-- EXIsTING CONIFER TREE & TRUNK DIAMETER
Gr-- EXISTING DECIDUOUS TREE & TRUNK DIAMETER
-VERTICAL CURB
EDGE OF PAVEMENT
BOUNDARY
x EXISTING FENCE
c3 c3 c3 c:) c3 c3 c3 EXISTING ROCKERY
-v — EYJS11NG RETAINING WALL
CENTERLINE
PROP. CORNER
2003 EDITION IBG 2003 EDITION IBC
a 11
w/WAC AMNIEI"CUMIENTS W/WAC A M M Etv- U
I WENTS
NOTES:
1. A COORDINATE LISTING, OR EQUAL. OF THE PROVIDED DRAINAGE
STRUCTURE LOCATIONS IS AVAILABLE AT GROUP FOUR, INC * 1:
2. ALL NECESSARY OFF -SITE CONSTRUCTION ESM_rS AND PER Ts
SHALL BE OBTAINED PRIOR TO COMMENCING CONSTRUCTIONM.1
NOTE: f'
A SEP,4RATE PERMIT IS REQUIRED
FORVE ROCKERIES OVER 4 FT.
IN,4' IGHT.
US
BUILDING
WORK
ADDRESS___—�,
OWNER______--�-
13LDG.
EDMONDS
F-PARTMENT
tYIDAT-a"
� _' 7 , . -Zft==
Lm
A�L CB'S ARE TYPE 1 UNLESS NOTED OTHERNSE.
ALL PIPE LABELED "SD" CAN BE CMP, OR
CONCRETE.
A�L PIPES LABELED "CP- SHALL BE CONCRETE.
i
A�L PIPES LABELED "RCP" SHALL BE REINFORCED
C NCRE TE PIPE.
60L GRA-TES FLAT UNLESS OTHERWSE NOTED.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
RE
'A L
COUNTER
CITY of EDMONDS
APPROVED FOR CONSTRUCTION
W.AL g$j-1141
C-OTY ENGINEER DArE
cl)
0
co
c
c
z
Z
pq
E-4
z
z
rz4
SHT C4 OF 6
WESTGA
CH
4�1 At,
4
-enff �y
10-0�3
A 13
ELECTRIC TRANSFOF41ER
4 PAC). SEE ELECTRZICAL
ANC) 5TF4JCTURAL PLANS
TY
A
%13
R
--goovt . .. .......
CORRIDOR
100
5
Im
MEC
10 A28
- 10,
E
100,
CLASSROOM
9 9 1 -1 oz.
7A
I
CLASSROOM
OrA LECT
1 '103A
n\ F—EBE I
( Dele
4
� Wo
CLASSROOM
om
V
CA I w tN
T
r4
A �15
r,4
;U
r EX SH W
M � a
M C-- 6111 8 1.
r- 0 A TH
—4 ril
0
c--
z
4 -s- rn
m CA I MEN
f4
T'
ollm
R
CONCFMTE WALK
STAIR
I cl I
ZOWI 9P,*70AJb-S
Fvu6rL
0
STREET FILE
RECEIVED
Y-1 212004
OERMIT COUNTER
.7'
228TH STREET S.W.
E--4
N 88*1255* W -0-
EXISTING
B BUILI
UILDING
Ui
z
cr)
N 88022'55" W
-0-
P.L.
EXISTING PAR ; KING FOR 24:,.,, CARS
t
C
C C C C C C
ITCC ICICI I
C
C
C
C
C
*C=--
C
C
C
C
C
-0-)
[C C C
F c c Tc
WI
0
C
C
C
C
C
C
C
C
C
C
V 17 ?9
GNT
EPA.
N 8;
7711
ACCESSIBLE
Cb
FAE
CC
PARK N
Ac
PARKING SIGN
Fic ...... .. ....
W w 1
hite
symbol 0
symbol on
ILDING -V r
b ue :�Y' t: 1 -6 710
b EXISTING SU
lue d TO REM AIN
background W--
N 88"41'25" W
01
14.1-
-'M-LE PA!12-10 1-1 C?
ACCESS 41SLE STRIPING
I - -
IN, //ZZ"Z� . . . . .
a
rei
\A1 F 5 G AT E Cq�\j
1) MpH D15 VY
W.A. 9'
13
�'T REGISTERt!)
A,.WALTF-[,,, M)44501\1
D�
A
W A IV:
STATE OF WASHINGTON
L- 0 Kilo �4. p 5 WAN,
C C C C
C
?%1WG D P
OF: r
p
_DM
SEC. 36 9TWP. 27 N. RGE. 3 E. qW.M.
12 " 06-
6"pvc
t0TRANCE UNI'm NEW
ENTRANG�E IS COMPLETEQ%.
PUE TO OONSTRqCTION OF
'NEW BUILDII�G.)
0,5
7,T=
V
P
ct
0, F4 I lz z
p
364'01
CIO
iA_.
=j,7
.29
AltJ*_56, 179
7
A
iA
.14
EXIS71NG TREE
TO REMAIN
Typ.)
CLEARING LIMITS
4 Mp-)
'bra*, IZ
EXIS11NG
CONTOUR
Typ.
r TRAP
�,c 3V
SCALE: 1" =20'
CONTOUR INTERVAL = 2'
2 1 0 0 20 4 0
"_0 vy
N 88*41'25" W
CONSTRUCTION SEQUENCE
1 . ATTEND PRE —CONSTRUCTION MEETING.
2. FLAG CLEARING LIMITS.
3. INSTALL FILTER FENCE.
4. INSTALL TEMPORARY SEDIMENT POND & TEMPORARY SWALES.
5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. (WHEN NEEDED)
6. CLEAR AND GRUB SITE TO LIMITS OF CLEARING AS SHOWN
ON PLANS.
7. ROUGH GRADE SITE AND STABILIZE EXPOSED SOILS PER NOTE.
8. INSTALL UTILITIES (POWER, STORM, SANITARY, ETC.)
9. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION.
10. FLUSH STORM DRAINAGE SYSTEM (IE., CLEAN OUT &
TEST SYSTEM).
11. REMOVE ALL TESCP FACILITIES ONLY WHEN ENTIRE
SITE IS STABILIZED.
STABILIZATION OF EXPOSED AREAS
/ALL 3UIL3 LAt-UZ:)LU tJ-( L,,GNU Ul�;IUHUING ACTIVITIES SHALL BE STABILIZED
BY SUITABLE APPLICATION OF BMPs, INCLUDING, BUT NOT LIMITED TO
SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR
MULCHING. ALL BMPs SHALL BE SELECTED, DESIGNED, AND MAINTAINED
IN ACCORDANCE WITH 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 1 THROUGH SEPTEMBER 30.
CITY of EDMONDS
APPROVED FOR CONSTRUCTION
KMTF71 Mrr
ITY EN'll FER DATE
(n
00
co
,7,0,
00
0 W
UJ
5; cL
uj
Q:
ry
>- w
00
0
CK x
w
CL >
w
>: x
cr%
T
ui
% CQ
0
z
z
0
Ckl
�0
qj
0
Q>
CQ
C�
z
z
C\l
Z
�71
0
z
z
E-4
E4
E4
co
0
0
>-4
E4
SHT C2 OF 6
JOB NO:96-3027
SEC. 36 TWP.27 N. �RGE. 3 E. qW.M.
2"x2"xl4 GA. WIRE MESH
FILTER FABRIC-MIRAFI- OR EQUAL (OPTIONAL, SEE 2X4 DOUGLAS FIR co
V) _j
140N OR EQUAL, ATTACH NOTES 4 & 6) NO. 1 GRADE OR 00
W/ STAPLES OR WIFE RINGS 3/4"-11/2" DIA. EQUAL ALT-STEEL
SITE GRADING AND T.E.S.C. NOTES GENERAL NOTES WASHED GRAVEL FENCE POST 18" MIN.
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH EACH SIDE GRAVEL (12" MIN. DEPTH)
1. TESC ED PRIOR TO ANY SITE WORK THE CITY OF EDMONDS, WASHINGTON STATE DEPARTMENT OF
MEASURES SHALL BE INSTALL TRANSPORTATION /AMERICAN PUBLIC WORKS ASSOCIATION 1994 1 6" C,� 0
jV :..;09 o-,;09 wia,02, 9
<_Rvo. Y,;ao, 0 0,:;ac
(SEE ATTACHED DETAILED DRAINAGE PLAN). �� . a <=>
00 00. sc q 500�.
0 , 0
BRIDGE AND MUNICIPAL § '�: ;4
STANDARD SPECIFICATIONS FOR ROAD,
C-4 00
2. PUBLIC STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS CONSTRUCTION, AND THE 1989 WSDOT HYDRAULICS MANUAL. V)
0
LO
DURING EXCAVATION AND FILL OPERATIONS. 7777�/\</\\ 77/777\771\77777
M ui
CONTROL FACILITY 2. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO (00
\2\�
O�
2
TEMPORARY
3. THE
EROSION /SEDIMENTATION BY THE CITY INSPECTOR OR HIS DESIGNATED -1 00
NG OR EXTENSIVE INSPECTION z
SHALL BE CONSTRUCTED PRIOR TO ANY GRADI FILTER
IVE. PRIOR TO ANY SITE WORK, THE CONTRACTOR
Z UJ
LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY REPRESENTAT FILTERED FABRIC
u VARIES u u
EROSION SEDIMENTATION CONTROL PLAN. THESE FACILITIES SHALL CONTACT THE CITY INSPECTOR TO SCHEDULE A 1 8 WATER cn uj -i
I (SEE NOTES 2 & 6)1 cr ;�z
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND PRECONSTRUCTION CONFERENCE. I - - 1 5 >_ �-
TYP.
LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE
0
3. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, BURY FILTER FABRIC IN
EROSION HAS PASSED.
LOGGING OR GRADING, THE SITE CLEARING LIMITS AS SHOWN ON A GRAVEL -FILLED TRENCH uj W
ELEVATION SECTION CL
THESE PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE
4. NON-COMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS,
WATER QUALITY REQUIREMENTS AND/OR CLEARING LIMITS MAY PROJECT SURVEYOR OR ENGINEER. THE PROJECT SURVEYOR OR Li Of
NOTES:
RESULT IN REVOCATION OF PROJECT PERMITS, PLAN APPROVAL ENGINEER'S NAME AND TELEPHONE NUMBER ARE GROUP FOUR, >
INC., (425) 775-4581. 1 . THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE
AND BOND FORECLOSURES. LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, >.
FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, NTH A
5. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST.
FILTER FABRIC IS TO BE
ESTABLISHED GROUND COVER THAT FULFILLS THE REQUIREMENT OF z
2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE c�
LIM OF 6' APART AND DRIVEN PLACED BETWEEN FRAME
THE APPROVED CONSTRUCTION PLANS. FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIM GRATE
SECURELY INTO THE GROUND (MINIMUM OF 30-). AND GRATE.
6. ALL AREAS TO BE SEEDED SHALL BE CULTIVATED , TO THE 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8" WIDE AND 12" DEEP, UPSLOPE AND
SATISFACTION OF THE CITY INSPECTOR, THIS MAY BE ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
ACCOMPLISHED BY DISCING, RAKING, HARROWING OR OTHER 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE
AS REQUIRED 100' MIN. EXCEPT SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -
ACCEPTABLE MEANS. PERFORM ALL CULTURAL OPERATIONS ACROSS
MAY BE REDUCED TO 50' MIN. FOR DUTY WIRE STAPLES AT LEAST 1" LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL
MORE THAN 301,
PROVIDE FULL WIDTH
OR AT RIGHT ANGLES TO THE SLOPE. IF NECESSARY, SURFACE SITES WITH LESS THAN ONE ACRE EXTEND INTO THE TRENCH A MINIMUM OF 4" AND SHALL NOT EXTEND
RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, I OF INGRESS/EGRESS ABOVE THE ORIGINAL GROUND SURFACE.
OF EXPOSED SOIL. 751 1
INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS, AND SEDIMENT 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,
AREA. AND 20" OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT
BASINS SHALL BE INSTALLED PRIOR TO SEEDING.' AN 30" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT
EXTEND MORE TH
BE STAPLED TO EXISTING TREES. //x
7. ALL DISTURBED AREAS SUCH AS RETENTION FACILITIES, ROADWAY 6. WHEN EXTRA-STREIJGTH FILTER FABRIC AND A 4' POST SPACING ARE USED, THE WIRE MESH
BACK -SLOPES, ETC. SHALL BE SEEDED WITH A PERENNIAL GROUND
12" MIN. SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR
COVER GRASS TO MINIMIZE EROSION. GRASS SEEDING WILL BE WIRED DIRECTLY TO THE POSTS NTH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. FRAME
DONE USING AN APPROVED HYDROSEEDER OR AS OTHERWISE 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED GRAVEL.
APPROVED BY THE CITY OF EDMONDS. 8. FILTER FABRIC SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT
NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABLIZED. 04
8. IMMEDIATELY FOLLOWING FINISH GRADING, PERMANENT 4" 8" SPALLS IN
9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST to
ro
VEGETATION (CONSISTING OF RAPID, PERSISTENT AND LEGUME) DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
WILL BE APPLIED (MINIMUM 80# PER ACRE). THIS IS TO R 25.0', TYP.
INCLUDE THE FOLLOWING: 20% ANNUAL, PERENNIAL OR HYBRID 0
RYE GRASS, 40% CREEPING RED FESCUE, 40% WHITE CLOVER. 0 >1
Ui
HYDROSEED REQUIRED.
NOTES:
9. FERTILIZER SHALL BE APPLIED AT 400# PER ACRE OF 10-20-20 1. CONSTRUCTION ENTRANCE SHALL BE USED FOR TIRE CLEANIN G/WASH DOWN ONLY.
(10 POUNDS PER 1100 SQUARE FEET) OR EQUIVALENT. GENERAL CLEANING/WASHDOWN (CONCRETE BOOMS, ETC.) SHALL OCCUR AT
DEVELOPMENTS ADJACENT TO ATER BODIES SHALL USE NON- APPROPRIATE OFF -SITE LOCATIONS.
NOTES: 1.4
PHOSPHOROUS FERTILIZER. 2. HAZARDOUS CONDITIONS MAY EXIST NEAR THE CONSTRUCTION ENTRANCE .31 S 0
LOCATION (OVERHEAD POWER, ETC.). THEREFORE, IT SHALL BE THE FULL 1 . MAXIMUM IMCLINATION OF THE SLOPES ABOVE AND BEHIND ROCKERIES SHOULD �4
10. THESE PLANS INDICATE CUT AND FILL SLOPES WHICH RESPONSIBILITY OF THE CONSTRUCTION ENTRANCE USERS TO EMPLOY SAFETY BE 2:1 (HORIZONTAL-VERTI.QAW,
PRECAUTIONS AS DEEMED NECESSARY.
FOOT 2. MINIMUM THICKNESS RO K FIL R LAYER B = 12 INCHES.
EXCEED A MAXIMUM OF TWO FEET HORIZONTAL TO ONE 1 14 p
cq 0 W
0c) e
VERTICAL (2: 1), A ROCK OR CONCRETE RETAINING WALL MAY BE 3. MINIMUM EMBEDME D = 18 INCH UNDISTURBED NATIVE SOIL OR COMPACTED E_
REQUIRED. ALL ROCK RETAINING WALLS GREATER THAN FOUR (4) FILL PLACED IN A DANCE WI GEOTECHNICAL REPORT RECOMMENDATIONS.
1-4 m -�� :4 P4
TIONS AND TO CONSTRUCTION ENTRANCE 6" MIN. �-4
FEET IN HEIGHT ARE TO FOLLOW CITY SPECIFICA 4. ROCKERIES GREATE ET IN HEIGHT TO BE INSTALLED UNDER PERIODIC
BE DESIGNED AND CERTIFIED BY A GEOTECHNICAL ENGINEER EXPERIENCED NO SCALE SWALE FLOWLINE OR FULL TIME OBSERVATION OF THE GEOTECHNICAL ENGINEER.
IN SOILS MECHANICS. ALL OTHER CUT AND FILL SLOPES SHALL SECTION
5. ROCK SHALL BE PLACED TO GRADUALLY DECREASE IN SIZE WITH INCREASING WALL
BE A MAXIMUM OF 2:1.
HEIGHT IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
11. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND 6. MINIMUM WIDTH OF KEYWAY EXCAVATION, W, SHALL EQUAL TO THE THICKNESS OF 6 r,-
5p THE BASAL ROCK (AS DETERMINED BY THE GEOTECNICAL ENGINEER'S DESIGN) PLUS B. 0
ADEQUATELY PROTECTED TO PREVENT EROSION. HYDROSEED TOP OF SWALE 04
PREFERRED. f __ 7. THE -LONG DIMENSION OF THE ROCKS SHALL EXTEND PERPENDICULAR TO THE ROCK
FACE TO PROVIDE MAXIMUM STABILITY.
ID 0 0 FLOW cSWALE FLOWLINE
-6pl MAX. 0 0 8. ROCKS SHALL BE PLACED TO AVOID CONTINOUS JOINT PLANES IN VERTICAL OR
�0 LATERAL DIRECTIONS. EACH ROCK SHALL BEAR ON TWO OR MORE ROCKS BELOW IT, (z) cli
BERM AS REQ'D�'- MIN .7 WITH GOOD FLAT -TO -FLAT CONTACT.
-T-6" MIN./ 1' MAX. LEGEND: z
KEY ROCK INTO
SWALE 3" MIN.- SUMP TO BE INSPECTED DAILY CLEAN 2 INCH TO 4 INCH QUARRY SPALLS FREE OF ORGANICS, WITH LESS THAN 6
Z;14;
PERCENT FINES (SILT AND CLAY PARTICLES PASSING THE NO. 200 MESH
SIEVE).
WHEN DEBRIS EXCEEDS 1/2 DEPTH
1'6" MIN. DEPTH ROCK TO BE 4" MINUS QUARRY SPALLS
SURFACE SEAL; MAT CONSIST OF IMPERVIOUS SOIL OR A FINE FREE DRAINING ko
n z
SLOPE - 0.5% MIN. TYPICAL CHECK DAM DETAIL GRANULAR MATERIAL, BOTH OVER FILTER FABRIC OR LEAN CONCRETE.
TEMPORARY GRAVEL
- 10.0% MAX.
NO SCALE cq
C 0 am' S T R U C T 10 Imm" E I'mi T R ANC E
UNDISTURBED FIRM NATIVE SOIL.
TEMPORARY SWALE SECTION
1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF awn
ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE GRAVEL NO SCALE
SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE
FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED DESIGNATES SIZE OF ROCK REQUIRED, I.E. 4 MAN.
ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, 4 C
THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. E-1
c
2. AGGREGATE: 4" TO 8" QUARRY SPALLS. SURFACE AREA DETERMINED RIPRAP :71
AT TOP OF WEIR 1' OVERFLOW MINIMUM 4 INCH DIAMETER UNDERDRAIN PIPE CONFORMING TO SECTION 7-01
DEPTH (MIN.) OF THE WSDOT/APWA SPECIFICATIONS. SUCH PIPE SHALL BE BEDDED ON AND
3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 6 V MIN SURROUNDED BY 2 INCHE TO 4 INCH QUARRY SPALLS AS DESCRIBED ABOVE.
INCHES THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR --------------------- ------- 1' MIN. ui
INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT Ill. -A
LEAST 50 FEET. 3.5'-5.0'
2. m AX.
4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF FLAT BOTTOM, EL.= SI' E4
Y CONTACT WITH THE 3/4"-1.5" PAVING 11�4
THE MUD IS NOT REMOVED FROM VEHICLE TIRES B I
RE VEHICLES ENTER A PUBLIC NOTE: WASHED GRAVEL DISCHARGE TO STABLIZER WHERE 0-4
GRAVEL, THEN THE TIRES MUST BE WASHED BEFO F TRAP MAY BE FORMED BY BERM OR
ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A WORK ZONE CONVEYANCE, OUTLET OR REQ'D. 6 00
BY PARTIAL 0 LEVEL SPREADER .0 �0. a I I E-4
SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO 6,00.
2"-4" ROCK- C) 00
MAKE WASHING MORE CONVENIENT AND EFFECTIVE. R COMPLETE EXCAVATION. GEOTEXTILE- 00 PIP
6 z
5 MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A 2' MIN ddl- CROSS-SECTION D
T_
CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC
-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH EXISTING
RIGHTS GRADE 6' MIN. B
STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT ANY Q) 9
STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, W
WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS 1' MIN. DEPTH OVERFLOW SPILLWAY
0,
MUST BE REMOVED IMMEDIATELY. U)
E4
R 0
NATIVE SOIL MIN. 1' DEPTH
COMPACTED ROCKERY DETAIL
2"-4" ROCK Z Z p
BACKFILL 9 NO SCA
x NATIVE CUT OVER 4'
MIN. 1' DEPTH
3/4*-1.5" WASHED
GEOTEXTILE TRAP-QUTLET GRAVEL
SILTATION BARRIERS- pr-4
MAINTENANCE NOTES; 1.4 0
1. SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT u
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE REACHES 1.0' IN DEPTH. CITY of EDMONDS >_4
ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND E .. 4
UNDERCUTTING BENEATH BALES. NECESSARY REPAIRS TO BARRIERS OR 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES APPROVED FOR CONSTRUCTION
REPLACEMENT OF BALES SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT BE REPAIRED. CALL 48 HOURS
DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE
REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF SEDIPAENT TRAP DETAIL BEFORE YOU DIG SHT C3 OF 6
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE NO SCALE &_ 14a& Met v 19.H14
AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED 1-800-424-5555 aITY ENGINEER 111ATIf
TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. JOB NO:96-3027
c
TOP _J94. 99
IZ-
y
0
1 �5:N NjL�'j B U I_L_L)lN G
N E-Es
+
D)
INY. 362.81
_.<.�,,-26LF
-365.15
vvrll_� 1 u A 14
_>Oell.ej 0 Mlt
6- Rcp W
. . . . . . . . . . . J5825
CHAPE L
SEC. 36 9TWP. 27 N. qRGE. 3 E. qW.M.
7 �P=jg�/79ADUUST TOP-�64.56
INV=J62 29 6 PtIC
J52.2,9 8 C/t,//:, Lli
J62 21 67 Rcp :3
z
8'9CP 0 2.0% >
EIV
C16
_TOP
'rop_
'�.KT
[JUST
INX_J5,5
6"
I
PVC C4,0RZT
/A �4.01 12 RCP
NOTE: pla a TvI3r 1
INSTALL DISABLED PARKING SIGNS 0
BLDG IN FRONT OF THE CENTER OF
+\ EACH HC STAH AT A HEIGHT OF
> I
3-5 . LETTERING §HA INCLUDE:
"STATE DISABLWPARK' G PERMIT
REQUIREI)m
A CQNKPT//vjRAIN
LEtDER TO EXISTI 5H I L INULUDE
SIGNS,A VAN SPACES
BELOW
LPING AINAGE,,
�s LgTTERING: "VAN ACCESSIB
OTHER LETTERING. SA
YAR� RAIN
4 CONNECT TO
5&
jExls'TING DRAINA mnT
f_11. OW f %J..& r a ".
TOP 364.10
0 1 r IJV.C3�9.25
0 � 0
MJEEL
77
91
Ld
700=5
DATUM: CITY OF EDMONDS SANITARY SEWER
N 88*41'25" W LEGAL DESCRIPTION:
x
PORTION OF THE NE 1/4, NE 1/4, SEC.36-TWP27N-R3E
LOTS 8, 9. AND 10, 13ELT ADDITION NO. 6 AND ALL
OF PLANTZ ADDITION.
LEGEND
4c,5 - EXISTING CONTOUR
F4_670 PROPOSED GRADED CONTOUR
-SD- EXISTING STORM DRAINAGE
-SO- PROPOSED STORM DRAINAGE
_ss- EXISTING SANITARY SEWER
-SS- PROPOSED SANITARY SEWER
-w- EXISTING WATER
- w PROPOSED WATER
ON EXISTING CB, TYPE 1
[1-01 PROPOSED CB, TYPE 1
(06) EXISTING CB, TYPE 2
Q PROPOSED CB, TYPE 2
0 EXISTING SSMH
Q PROPOSEDSSMH
PROPOSED DOMESTIC WATER SERVICE METER & BOX
WATER VALVE
:�C HYDRANT
C -0- UTILITY POLE WITH GUY
TELEPHONE VAULT
LIGHT POLE
m GAS VALVE
.tl,'lEl'-'l EXISTING CONIFER TREE & TRUNK DIAMETER
C5-.RHEWA, EXISTING DECIDUOUS TREE & TRUNK DIAMETER
VERTICAL CURB
EDGE OFPAVEMENT
BOUNDARY
x EXISTING FENCE
c3 cm cm c3 c3 c3 c:) c3 EXISTING ROCKERY
-V EXISTING RETAINING WALL
CENTERLINE
PROP. CORNER
N NOTES:
TOP 356.00 TO RE
MAIN
1. A COORDINATE LISTING, OR EQUAL, OF THE PROVIDED DRAINAGE
351.25/
INV.
0, (TYP-) STRUCTURE LOCATIONS IS AVAILABLE AT GROUP FOUR, INC.
0
2. ALL NECESSARY OFF -SITE CONSTRUCTION ESMT'S AND PERMITS
HIGU TRAF19C
)LO#D DRIVEWAY
SHALL BE OBTAINED PRIOR TO COMMENCING CONSTRUCTION.
V
J90
r8"'*l_NH`ANDICAP RAMP NOTE:
t-I IT I7nr.VlrPY J?
A SEP ATE PERMIT IS REQUIRED
n!
BOTH SIDES) 1_6
4 TYP. C3 FOR ' ALL ROCKERIES OVER 4 FT.
h I J4_
IN. HEIGHT.
CB 3. VP 1
-ff. �94 9 7. %5., E.,-9741.48
56*1 QA
X,
TOP 356.
INV. 351.66 EXISTING
*0
IN -A
i 4LF-1 2"SD CONTOUR
-A
Typ.
0 2.43% it,
A 0
FFIC FLOW
1/�ACB 1. 54-.TYPE\2 4. TYP. e4l 0
cp
\0-1
_....._)CONTROI STUCTURE
%
w/SOLID LOCKING ijD
S
6 TYPE 1
N. 9487.34, E. 975b.54 N 943736j� E. 9833.3"
TOP 360.37
�bP 36315-
INV. 352.00 15LF-12"SD
NV. 360.65
INV. 358.85 (FROM BIOSWAI E) 00.67%
OF 358.70
N,
/6T"IN
.q IMTAteF 1A
OUTFALL 6A
NOTE:
w/TRASH RACK 4 x8'xl2uDEEP
& HEADWALL ..... REMOVE ALL ` UNbSED`......pRIvEwAy RAP PAD
N. 9482.62, E . 975�.l 1 RAMPS AND "REP E 'WITH P,
�-19' 4 18. 0 4. E. 9796.29
INV. 359.00 VERTICAL CURO '*--.w AN CONCRETE INV. 360.55
SIDEWALK.
ALL
CB'S ARE TYPE
1 UNLESS NOTED
OTHERWISE.
ALL
PIPE LABELED "SD"
CAN BE CMP,
OR
CONCRETE.
ALL
PIPES LABELED
"CP" SHALL BE CONCRETE.
ALL
PIPES LABELED
"RCP" SHALL BE
REINFORCED
CONCRETE
PIPE.
ALL
GRATES FLAT UNLESS
OTHERWISE
NOTED.
CITY of EDMONDS
APPROVED FOR CONSTRUCTION
1 9
19
f, AA ^_ lt*d*"
ITY ENGINEER DXTE I
�_ �_ m m
V) V) -i _j
0000
'0
04 to
cl
U)
V) I—
I— Z
z z w M
W LU Z: 0
2 2:2 ui
mm 0 1-
0000
00 w
3: 0
ui uj > -
5; 5-- bi id
ui w CL
"j
y
0 0 0
w w w
W Ld
CL 0� >
>; >::c Lwd
ww>
w- cr uj
CK
I '_: c� 1-i 4
R2
g
co
M
44
m
0
>-4
E-
CO
.!4
M
U
ko
z
ko
cq
cn
z
0
F-1
Z
z
io.4
z
E-4
4!�
0
z
z
0
�4
C)
E-4
SHT C4 OF6
JOB NO:96-3027
SEC. 36 9TWP. 27 N qRGE. 3 E qW.M.
.11
I
I
�
. . . -
� / C/-/- - LI'lu / - / / .
1_� . - � 'I, ..:.. I LZI, . , 4 . , /�l � , � (7j - e-N// Ezz_v_:�765
I , 1191 . � . , /_ El . . _1� .-, .. _�l . .
J, � I . : .. I �: "� , �� ____ . 4. . . �, - . 1 96'4. _,�I/ " CIVID ,.
9 . I - I I �, - �1_ � 0 �11 . �
. . I . I
/
I I � * �
10 I I I . . " " 67 . . �
I . I.. - .1 I ,� � .. I I , �
. I.. I . . I
I I ''... . - � ,� , I
. .1 :1 .: 1 . .
1. . . . I ... 11 - I �l '. 11 I
% )_ I C . I . 1. . I � I I I �:., : . �. :. � .� I I I �, .
. , I :: I—_ ..'' .
�, I . . �. I . . . I . . .
11 . � I / � �l
7- . . . I . . . � .1 . I i, I � I 0
�. t- 1.11 I.- . . I I . � - .. . I _1 � I � ., � , I *Il&i 11 " : � 0
X_� ,,\,
� . :. I 1. � .. I � . , � �
� 11 I �
I I
� . I -
I "\ I I . 11 I . I ". 11 : . . � I i . � I : 11 I � , .. I I I 1 4 � 1p � I I L I EX�RIJJDEO CIJRBI
I . � :
� / I I ::: .:.. ,: . �, . - , . I - -
: " /7 1 1 �. I I . I I , , I � - 4 , - , Q0
. . . . I .1 I �l . � 11 I I I : I , . � � . � <�>_ I � -I -
I I - \ . I - . �.. . I � . I � � �
lll�),_ , I . 1. � .1 � � ,�� , I I � I � .
,
� - I i \ I I � I � . 0 1 1 . I �� _.,
.
\ . -1 - 1, . I I � � � �
:.. .
I - PAVED I . I � , . . . . � 4 � �
. - . . I � . .
I I I . I � ---
. I + 11, - I -� �_ 1 ��4��,
11 . //., I
�
I
- I � I . � . C)
\ __ - . z / , - . I . - . . I . . 1. . t � .1 .1.1.11 I . . . / .� ,� I 11. 11 ,4 ,,, -1 �i (j)
,� I ��. .� 1, I I .
. I .. I �. .; . . .." . . I . : 11 � . I-, . �
, _ : - I I : . : I . I 1. � . 1. I I i. .
.- I (N � / I : . I . . 1: I ': .:. . I 11 . . I
1. C% I . \ I I I . ; " I I I I � _ ., . .
. : " I I , I. \_ - �
. : : ,
�
"q- I
.
,�7)-( d /T
. CZ? T_ I
n I )
-
7-op=366. ji -,--, 0 (J.l SCALE: 1"= 20'
k I V/ I 'I I
� � /, -
. I ,
. . IN \ :_\ - I .� I �: :..: - , . _�) � I \1 1�_ I - , m I
'N . : . � / cc I I;
. : �.:� 1: � I I . .1. : � 11 "'. �,
� _0 I � � I .11111 . : I / 0 � - ,I I
I
. I ::. � ... � I . .:. I � (1) - Q;� (3)
.1 \ ,:i \ �. �.. ''I'll ..l.
� � . .
I I � � . �. . - � / . v D r-1
I I I - .1 .. I .,:..:. � 0 �
I
\�, �\ '.. 11 I . I . :� : - I . I.," 0 � . a
. I I �l I . .
,I* , \ ,: � V: : I � . I � �.... �� - -
11 I I I � � . � I : �(� I 11 � . . � 1 4 , HC -- . ..- re)
I . I - I
I � I . I I /�- I -
I � . I 00 11, !- / , ( //' �1_20,.).' ,:'ru , - - - -
� . . ... �. I I -- � EX Ru ED Cy\0 , . I .........
I
I
I
r.: ,� 11
I
�.
�
� �N, I � � .1. � � I \ �:�: ,:: . 11�1.,:, � � . WESTGATE I x I HC / , /*l 11_________j I I . -_ ...� -) 0 24 -?.-.It- 11 1114
I . I 1. 1. r
� I . . I I I . 1 999 9999 :9.11 � : I 0 LI-I&I'll 1,
I I � . . : 999 I � I . - V= � 393. 6, 9
9
1 91 1 :1 \ � k . ::, ,�.:\, �� I : 9 1 9 - �, . / / - ..---.
9 1 U-i
�
\ �. : \ I � CHAPEL / , \,-\/ I I � I
. I I I .. - � ��� I . . . I . .
� - I I "I'll / z 11 I r�________q . ,\ I , - .. . . . . . . . .
- .- __ . . - . . .
\ . . � \ � \ ''. r IFF . , : �,�,., ,� ,\ - I - _r__._l
i � : \ , :. .1 I .1 � �!. � , , I
I .
�. -34,�.7 og %, ,� I :��..� � , . - 1\ I 12,11
:,:\ I : 1. :p. . 1\ 1� j5g. g,5 6 J*, Rop INV= J64. 0
.1: � . .
� 1 ,:� , . . :..: I-,
: � __ ..., , 1 61P
1 . , : 1. - ,,: . . .
. � . I .. :. I
. � I : :.. �. ,:.. . -
, I
I., � .1 .: ,\ I :\� �.. 1. :�: .: . J59. . I .
\ \ I I . . t � : - 4k �:� ., , , �N "I \�\ , �'_ 95 6 " Rcp Fr-- I ,
\ �� : 1''.. .:.� �\ � - / ///////-/-/-////////////////////A/\/ I 11 lFf
.
I \�_"_ .1.1 / /
.
.
t 'iA it .
.
I
� � � '. \ 11 "I 1, . � - . . . . ( ,_ , ,. , -
.
I
r
r I
r �.1%, ..'::1 I.. 1. . /\ I -I--- - �� - . .., I � I . - r,
I .." I .� . . . ; --- \_� ... . . . . . . . ) ,
\ \ - I I 11 � � : I . I 1 4 6 . . 6 , ___ . 'K - . .. . ... - 'N . I ., I ---
",# � I
� .
�7, \ ,. .� q . : 10 I I . �, _7 . \ N - N - - I � 1, ,�� . . , -- - -. -- - / / , " ,�,, !""', t 1, � I .
r 0 1: IN 'r . I a X . �: - '. -, . ... 0 - I
r ' , r' .::r � r � \�;_ I" " , - . . I... 'r r%. I .
. ; .r �' I .. ... : . 1. . ..
:r .. - � � r. .; \ '' I.. , 1�� I . , � .... a �,. . .. .. (I i ' . r'
\ r )\ r:: , N :r I r . - : I , //ll . I / . . �
r'\ ,,,' .\ r I 1) I , . ... . ... . .. I / \ _) " .
: : ( r , I r r . I � I I . , �j , / , - , , . . I , - - __ - � I �'
r r � � \ r : , � : .1 .� ( '... .. --� - - i., -_ , `:, -_
� � . � . � r r ,. . � , . � .. / � 11 c%60?: _�_ '. I I . " . , * . : * . .. . . , . . . : . . - .. � I
::::��r \ r �� . . � . . . . . . . -, , 1. , ,
� I r : , r - \ : . 1, I- I 11 rr . -_ I . , - . , - * . - I I � )/ ,
r, I � r.� . . � - IF) � . . . ., . . � - - - - - . 11 . ",I .
� � r :: :: : r � - - I I
� : - r r r : I I . . . .. . % I L . I I
. . ..% .. . . . % . . . :. . . . .:.. - .: I / , 7�_ /," ,
... . : . .. .. .. ___: ., � 1,,�
, r � ' z ik /(:": ,
.1 I � . *�-1 . . . . , _� .
. I . r . . . I I . , . I : . r : . . � � I - - \ A- .. 0 . ,� ... , . I
�
I
.
\ \ r� r _ I � r ,:�r : � � � . I I \ \ . I , 1�j /�� r `p I. . . ..
�0 r\ : \ r :\r; 1. ,r I- - I -CONC. WALL . .. .. ... . -, ,- - �
-
. I :,rr I <1 ,:�) r 1, .. . . :, . : : . ) , � A .
\r . �, \ A I .r I ..: I �\ -I, M . , ) . \... ..'.. , ..,: 1. ... . . .".. � r I
, �S) � .... . � � .... .. .. .. .. , , ** . , � . . I
.
'r, �.�� - .X .. I . *** . . - ) " " i r
r . �n , I , / .... .-- % I.j .,r � ,r I
r , \ - �D_ _ �.. I 11
\ , , I - I e . . . . - - -1 ,:.. 11 1,
-
. - .
rr � I r 0 . � \� - �(_-)' \ . r ... .. . -��- . ..." ''. - -,,,.: .'..'* .. .. .". - . - '---- - _� _� .
. I . r . . r. t:: \ r . I, -.1 (JI � � �� . .. '... ,��, . .
,
r N :r� \ .1� 1, ( . - ,
,r . � 'I, 7� 7. -) . , 0 . J.... . .. .. .,. ` ': - ': .- //r,�
. \ \ . (-) .. . .... . . - �y r, �,
. "'�.. ,�v `� ;� .. - % . ,� I "', (- .
. . = . I
,r . . r. % 7-� - - - .. ,"', ., .. .. . I .
� � rr \ 1� ��l t '. .: .''. * * 4. 41 , . - , . . .. . � 51w, 1 ", "' ,
\ . . _J� . r,a:,�C�A "I , .. . 4 1 . 1 Z7X. 1 .
r r rr �::r::r r r Vr , - , 0?\ I . . % . . . ... . " _/ I_ r I
. r . - LX 0� . . - T __ .-y". -
.1. r. .) ___l .%. -k!�,.:,.'. '. I.. , �� .0 J14 - , /70/0 � - --. Z ( i t
. . : _ ,�, ,., -
r I , - I " t "> . . . :*.. i? -/4 , . 1:�l
I - -
I . I r _ . .. .e / :71 � __
� � r,, r ,.. ', �.. _�, 1. , W." , ..4 . .. .?. 514 1
\ Xf I . . r . � : r. ,�. j ��,\__ , , , � . . 16 /
, \ -
I \ , _J� 155D . . . . % ..*.%* _____
\ _,�, I \r. .1 � . Jlk .,34 \ . - .. . . ... " . . Y.. . . .
I � . . cp. 0�_, '_11� . .r. .I... .. : . ... . - : ", : * *. : 'j ',00.: 'e_", ,�e'o /// f ' \ 7-g r
I . .
I
I
�
'r : � I .1, , - .. % '' . ... % .$7 .'NI - _/ �',,, -
. ./
� 'r. - \ � , -, %, ... %. ... . . . \ NV-,-,�/�K,565-1
� . N r I ., I . . I ..: ',* ..::. .....: ...,:.. .. . .:. . . .. � _ \\ r,. -) (-, _._�__
.
,.",�_ /=;: . . . - . . .. /. ... ... I - l, __
. , '' I I I .:. .,. ." - . , ... t I � I �)(
\ \, _ r:r : k _. r. '� \ I I �.. � . . - * I . .
\ : r \r::,, , � : . : . r . - , - ..-. -_ l,__._____/ r
.r. . I I . r . I:. - "...." .* I - ' "* - N -,\ / I\ ,
. r � � � .r . . . . .1 ..
\ - � - % % - . .:-.. '. *. , 1. , .,. .. - . -j-5 . . / -F C-F Z lq
*r, ��:': � I � .1 r : - �F',
: r . . , - - . .. .,.. .. . 94:. g.' ... .:' \
\ r � _ 'r:r 1. r: . 1. .. r. ", - r .::, '�<' , - % , -* . . %.. I _r (.
. .1 . I % -) .4. . .: ...
: r , ,r* . � �� --, / ,/ . . . . . . _ ,,.r r ,
r r : r. ::r: : r I % - . I . . . . ., .. .. \
. r .. � rr \ 1. _ r . \ ' r \ " \�,� " 0 1 . ,_------ . % * , . . . . '. 4 . . . . . . .,.. % ..1; - , *' , I , �/,_, ..
� .. I ... I I , - , .
,. I . � ., . I � I I .: :.. . . : .'. : . ... * , .: .. " ... ,.�� " I , I
. - r: d . I . . .. I . - - , . ; . - . .. . . , : . - 00 - `,e-` - _j ( .
� .. �r �r, q: , . . � - , ,
. I I .:1 � :.r.r ': � � .. . - . I . . *�`:. .,. % , .t. - JL577 ,
.
r .
\ � \ r r 4 . .
\ � .�. : . , . r : r : i.r �l r . . . \ r I : � \� 0 . r S�) I * : . .. �- .* -, - ..... . . . . . . . , . , , . . . .. / - , . . : . )�(� - - � - . . - . r --*- 6
I I I , , � "
, , 1. . . I 1. ., I . : . I I i I . . I I I I . . . r
. I r r , r .,�. . . � �: ,� ..r r � I :. -.10 ....* .* . - .. - 1. . .. . . � .. . ,/ 1� �.l \
� ,r r � . '! . - . - . I * . - ) I \
. ... . . I - -_
: � . I I 0 . .* . ... . . . . . - % - , , , - - % - , - �
I ...*, .. .% . . .. :
r
: � : `�:,:: , :. : r. \ \ r\ I --/, -;,�>_ . � I . , . . , . .. . .1 . . ., % . . . . . . . . .... . ...., ..,. .... -.. - ,. : *. - . - , . ��( ) -.1 .,r' -
I
: r . " I
� Z :t� � r, . r I . I . I . . . . .. . .1 . . . . / .. :.. ... : . .. - ., ') " -( `1 r, - I . �
, � - I . , .* . . .. . . I
: � . ,\ � \ :r I r � . : % . : .. - . I . . . . . � - . . . . . 4. . .. -
r . . , . �
\ , ' " r , ,, I ' ' r \ I r � � . .. .. I . - . . .. . . . ., . , , ., - . . % : I . � -, 1 : 1, - I ..
: I � .11 .... . r � � I .,� : , " * . , . . . . . . . . i . * . .,
.N � . r : : � � . I . . . . . - . . I * * , * * , .'. I :
\ . , I I'll \ � , 7 , � r . I I . . . . ., . : ., . . .. . . . . . :. I 1. I . , ) -
�/\ - I I . .- 1 4..... .. .. . . . ..., ... . , . . - : I � - . ) I - - -_
, -.000 .. - .. -
I , � r : . I ,. r . � r I � I I . I I .. *. . :1 4... .. .. . :.... .* - 14* . . . I I .1
- r . . . I r I . . , . I , . 1. .. ... I . I. , . . / . I - I
\ �.. r . � �. � �l . I � . . I r I - ...: . , , . I
� r . : � I . rrr . r . .11 -
. . :, rr � r � � . r r r I , . r . I . . .. . .. .. . . . .. I . . % . . . . . . . . .. .. . .. .. .1 . " I- -- . .-
. .: , , . � r 'r .. . � . . . . 4. .. . : ..4. I., . . I . . - -.1 '. . . , . . - .. : :.. A , . : : . . . . 11 , . I r ___. . I
I . /
. . . 11, � I I . . . . . . . % / � r- -_ . � ---..- - /
r . , ':.... :. -... : - % . 1. I % I I
. : I . I � I r �� I" - rr I �. . � , . - - - ..'; ** - - .. : . , . I '.
r r I r I . ,
: :. I :: r:: : , : I r . I � � \ r , : r. r r r I � � I . . . " : # . : . . . .* .. . , .
.. . . .
�. . . r I . . . - I
� r � . I I r\ . I I r . .� � � � � r . * . . . : - -, . . - /
� � . . . . � � 11 � - � �� . rr r � . � � � - . . - . :.: ,6;010 ..': ...., .1 . . .. 1. . . . , -� -, . .. .. . 4 ..4 . :. " ... . : . . I :- .. - - . . A , :.. ... I ... :. y ,/ r I "'\ _ r --- . ,
. \ . I 1� . '-*' - :*. -* , � � \
. r � �. . :\ \ r . . " - : .,
,� � . : ; r ,� I � r ' : � D . . .. -�l -,. * . -,
I � : . r I : - : . r �� r � : r I - . e,% . . . .. . . .. . - . I' I% *. . . . , / , - c 1, .. .1 . .
- . .. I. " .' , . I - -
. � . - I I I I I I r . : . .. : - :, .: - ... .,. .., ... I .. * - '. - . . . . .. --/-- - .. I (
I r � r . . * , , 1 3: .
- . . r � . �.r .� I I I . I . r � � � I '. . * , . . ... . - ... - . J. . . . . * % . . - , . : - - ------
r � : . '��r : . � . � .. r r . � ,,-: :. I I I � I? .. .. . . ..*. �
. / r .
\ r r \ r r . \ r : � . I . . , . . . - ,:. , , , .. .. , *7 i . -_ - ( ,r
� � I . ..: .. . . . . I . : . , % .. . ,,-
I - r .1 r , . . a .., . , . . : . /,-",- , .---,-' / � () . . , ., -
. 11
, . r ,r � : r,:, . . r . � I � : . , I I r I . . r r I r I � r . . % , . . % , . . . , . . , . , . . . - . , - " " � 1\ � �-ll ( ) � . , I - .
\ r r I � . .. . k \ . . � � .� . . I . I . r � � "__� . . . . , , . .* - . .. . - . ... . . . . - . . '. , ..: --- - /
. . . . I . , - - . . .. :. , ': , . %, . - .. .. (
1, r " , I r r . � . � I . ",;,Xe ... I . .. . . . . . .. . . /
�. I . I . . , r ., I . . � . . . . . , * . ., . . .. . ' - -
I I I r ' � I I . : . . . 1: r I . r . . - . . . . . . - - * I I I I , . .4 . . ( ' __ . . ) ) . I i - -- _ -
, r . r . . , . . . .. .: . * . , ; � ...: . . . . , I , .,
r - I r . . . . . . -, .. , - . .. . - .. . - I .. . : / '. . : . , . .. %. .1. - - I / r' . - , " ) " \ r- r I i
*
.
:r . I . ,� � . :1 : . - 0 � . . . . * . . .. . ,,�� 6 . : * , � ,
. .
.
I ,: I r \ . �2,-'-* . - ` 4 :
\ .: 1. � I I I . . .. . . : . .. - . .. . , . . . - � . I - - - ;�, � ", \ � - - - - "" P) -
11 I . = � . r , . I . .* , . , . ,
*1 - . / - :
� t , r 'r r I . I I . - , . . - . . . .1 / / - . - , :. ;�, . I ,
. , ''/ . .g. .. . . . . . . .. ) )
\ NA r � I . . � �\ r . I., I � I .r �. . .. . ... ...* - .. , - R . : * - . 1 '.. . . :. . '. : *. - '�'.- .. P. ;'. " - .. .. .. - r. I -1 I r .. �., . . ,., V ,Z\zf V 0 1
. . � r . 7(�)X, - ! 7,9 r . :r . � . I r .v . . - - 7. - 0 � ==, J6J; .4 . . : . ,
. I . -
r' \ . r . I . . . . . . : 0 . ". * . . ,
. r � 11 : ,/ . r . . �� : , , . .%. *% , : .. .. -'. '. - -
� \ . : `� . ,I----- . , . . � . , . . . . . . . , , , - '.% . . .. I -.1 . , . . . *.a... ... . . .. . , , . - 1�- -, -
. . - . ` . . I/ " , -
. . :. %. , . . I'.. .1 , , r 11 . . ( - - -
.r � rr - oe , % .. .. . , - , , : - / , : - .;' _� ' ! ' - r . "
. r , . . 1(5�) . , , ... . ." : : - - .11 .. . 1. � / - I , , � - - -
\ ___.� * ' r . , . , . . r r . �-o - , .., .,. . I , :* . . '. .. . / I * , , * ` - . I \ �,f_�_ - 1 1 i , ). �j _ -� - I
. t : . r , � . \ . : . , ." I " I , r - . j I
. . �
. , . . - . . s . I , .
. . . . .. . % .. . . , / \ /' �, _. I ., ( ,( n t
I .
I r � r : I . " .., rr r *-. . - I'% I '' 15. ... .. *... .:-,.-.,.:: .....'-, . , -I _\_ �J , [_� _0
\ r : . I r _ \ , " I \ . ...... '..,:.-..: .. . 4;, :: '/ './' 6 -.'6':"1�?Cl1D..... .: .
'
r r : I r �l ... I
� \ �\ � , I I * .- -N-P .=�J6,0.- %, .. , ..., �-, . .* / ,
. r . r . I... . . 'I.' : .. - % .. ... , ,. .. . , ... .. . .. . - .rr / \ (-"\ 11 _ 'I-:- _� ' . �.` � T-- I
\r �:.. r I I r � � . , I .. :. .'. oe\ . .. .. . . ..
: '00 \ . ". .. ., .:.
. . . . � 1�pl r r � "."O..'< .. I . , � . %.: .. .. , , , ,. : ... j., . : 4 -* . . .: � \ .,
\ � r I . � I I .. . I-Ir . . I * : .. . - ., - : . ... . . . . . . . . .. . '. . . ... . . % . - '. ., . .. . . ... . - � _�_. " .. . . ." r. / " I �, , � '. j r -1 ___/ " I . J� ,(D 0
r � r: r I . rr � I I I .. - - . . % . .. . , . . , . " , , * * , , .:. , � .� . . . . . , . . . . 1. -. . - - - 4. :.* . - - . 1. 11 . ... , . -_ -� - , I
. ; r . I . r � ; , r. ,� : I . .. . . . / I __ -- " / \ \, . .. I Q
. � I 1. r . I ,.: .. : - - - . *--' . * " .. . $ . . . . . " . .1 i'l
. r
I r . . .. . : . - . . .\ , - , :,�- , % . . % . . . . I , . - - - " . . . , '
� . r :, r I .* :.. ,...o-,. .�� ... - . *. , , . ! , o . . %
\ , � , , ,, r r , .. . . . :. . . . .. . . . . . A . . . .. : . I �
' r . . I r . . . � I . . . . . . . . .: .. 0. , % . . . . - - - � ... . :. . - . . . % . " - u _ �- .� �'. .
, . I *� , ; : : , 0 * * ". : , a . . . . . IN
' \ r , \ . r � , ': : � . .. . . . * , , * * * I , , ,
. I \ r \ � \ r 11 r . / \ � . 1. .. : :., . . - '. . *. I , �
, r r I . % 0 0 * .. - - .. . . . . : . �
.
\ - r I k, ;;001** * , : . " .. % . . I., : , * : . x *4 . : - %,
\ - . I . . 0 .�. . . ,�� . . - - \
"CX % : r r r I
., Cg . \ r � . .. � r.. I 11 .. . % .. .. . .. . . .. * - -1 .. - -'. - '"... .. . . , , . - . ., ... , :..: .. " ": . , I I / / �,// /.I�l r /
. I � I . . . . . .. . 11 .. - - I .% - � . I /
r . ... .l.. - ,-,--. . :.. , . . / / I I . - ;
\ � .. 11 . , . . 0: . 1� .. .. '. . .. : . % '. , , , 11 � - .. :, -, 11 �
� 4%, k r . .... .. .. ..0 . . , . I . . �.... , . :. :..,. , .:. . ,% 9�%
. ,
. I . � I 'D ",< . . � . .: . . . . ,.: - I / r " . .
I
-
� � 11 I I ... \ .. ......" . I . .... . - - - .. 0 :*. (i;-:,; * - I . i I
r � . r I : r . . .. . % 4 . . % 0 . . . -v , . .. .
: � . , ., . .* * '.* * %, % I 0,
. , r \ . : I I r . :k , , I - . .1 .. .. . . . . I . I , .. . . . .. . :- . / , , I 1� . . .. � . I .
. � . .. / I
_�01 11 . . � a "\ * . .. . 0 , - .. - -, - .. . . . . . : . : I.. . , 3%. - , , '. . . % 4. - I - *' . . .. . - %. .. . .. I - I . I ,. A . �
\ �: C3 , - . ... . _'. t . .. . . . . . . : - . .. __ : 3 . . .., * ;11000 - * .. - -, ... . . ....) . I /, /I I . / r. � �
. ..: . �;Oe. - �, - , : : * .. .. ... .. .� . : . , .. . ; 11 I
I :, � . . ., 3 A . . . � . . . . . . . . . ..% .. .... . . :. . . " � , . . .
. I - . - I - .0 - - - , - - 0 ... . *. :. ., . '. - : .." , ., __ . . . . 4 '. . . I / .
. . . . . . . . - - - . . . .
\ � - .p %351 1 :. . . . ... . . . / � I I � :
70 -== I . , . 0000 .
\ \ \ . I I I I . ..*,\...* . , a. . .. .\ . , - , I . . . . " .., I - - , ---' , , . , * - - .. . . , .. . .1 . . * . . .4* . . .. , - . . ,. , " I I �,/ . . � ., \ � �
I I I \ �r : .. : - - .,: , : , '* .. .\� ,�� - - I * A . ,. - -, - '. . , 4 % : . . .�.- - -' 'i ., I , I � , I . / . � I �
- . I . .. . . .. . . . - , I / r \ I
)a . ' r ... . - - . ... . : ... . :. .:. . , , - - - ...: ,
,
V-==- r �� , ,: I . � I � � I � � I . .. : , \ :.. ... 1. I . . , , � J. . . . . . . . . . . . .... . . . __ , - : , -. - . .. - . . . . '. .. % : : / . / / , , \ .. I .1 1 : ,
\1W r � � . . 4 , . . . . .000;* .1 - *-. . . .. . . * . . . . . . . .o .. 4. . .. . *, . , :. .. 0.1 :** , .: " // I - �l ,
I � I . I . � � : ., r . . .* : * - . 0. . , . . .%. . I I ; 1. " I .- ) - I I i \ I " \ J\ ,r
I , , , .0 * .o . . I I 'l/ I 11 ��'\��_' , \ ,;f ' , \ ' ' '
��54- L3N I % .. *. .'.' .*, *. �� - .,.. .. / ;1�p ..-" I
, 11
r , :: .
- . . . . I
I : a . . $ . . .
:� \ :r 6 � : , . .. .�� a ... //
\ r r r r \ : . � . . . .. . � : . . : - - , * : / , � � � �
.i � r . .,r : ,: . I I � � I . . r. r' r . . . . % . % . . . . . . . "' , , : . . - : . , ' I *. ' ' ' . .... . . . . . . - - � 0 - : , " : . - . I - : I \
\ ,rr : r �� . r r � I I r r . � . , ,. * * , * . o .. - : - - : , . . '. . - -L : : - i- - ;0101110 - . : -- : , 4 . .. . . . . I . ; - . : . .. 1. .1 /I/ / / A ,�. - . 6 , , - \�'v / �
� . � r ,. ,. .1 I � r r � I � . r � . . ., * .% * .. . . - - : % . . , . , . - % 4 .G R A Y� . . . i X .
. � � r � . : 11 - . . . o - - - ( - - - - - -
I . . r . . I � . r r \ . r - r r ' ' ____,� . . . # ... . . . 4 . . \ . .% . % . 4. . . .:. I *. - - % . - . �, - . . . * . I / , . - , I �--__( __ ,;, ,� _ I r'
. r . � I . . - .1 I , - - % .* . \ . % . : . %. . 4 4 . S-1 - - .. - .. , . '. . . .,.. I : % . ,,r , - - ( _J,� , �
� I r . I . r r :: . %, , . e . . . . . - . I . . . . I - , , : - . - . � _ - \
I . . . . � - 0 . , _ � ___ , ", \ , \ �
. �.. � . � . I . I r . r r . � � . I r, . I . I . . . , , . . _3", . , I . . - . .: . . I I . . . : . . . 4 , . . . , . '. I " .. I I '. , / \ , � , . . ,\ 1 1 11,
I . I
\r, : . r . \ : I : : r : r :. 4 -�� ,.*. , 0 * , - , . � .* . .: . ... r�, I ': - . , .. , . .-� %, .. .. . . .: .. 'a. . . I , . . . . . * , - - 0 . 1 / '. \ - 11 h_ _ \ V, i \\ ` ,
. . I , * I. I - . . .1. . o : '. / .
-
r . . .. � ,r . : . r r r .. � -- . .. . . .. . % . . . . . .. * , /, c W�_� �Y , - I
r . � .1 I ' r I , \ : . : I - , * , * , , , . . . - % . . . % ,� .. ... I , I e .." . ,
rr . . I � I . :: :. .. I �. . , - . � . . . % - I . .� r - . - f , . , " �l - t_-
I I � I .. . .� .1 , , " , , - - ` * - -0 I '. 0 - ;: *. . . I. 0 . . I 11 '. 1. \ , _� \ . -
� .. . : . . %I 7 . . : . .. / I _�__ - _�. __- - / \ \ ,
. r � � r , r r - ,.: ,: :: � ,.. I I r , " I . . . . ' - 'r -: 5 7- p - . , . I . I . . .* - - . , . . , , . , . .'. .. - L % , . *0, . , - - - � "I '/ // � .. I � � -1 \
\ I , , r , I � : \ I r �.. \.. . . :... . \* . .0 . .. . 5 / .. , . . , . ; . .... O.. .. *,\. : . . , % . . . . ;000. , . . - . .... . : . % / , . �� - __ . , ,
. .. . . : -
r r I ., , I � . :: . % �_�,-, I 0 �l * 1, 4� , . .. . , - � \ ,
I 1. I . . 0 . . . �� .. . .. 1. . .
-
r . � . � r : I - � r � , . :*, I . 1. . : . , . . '. .. '* . '. .. - - : , \ k, I :
,
I
: \ :� \ �: : r : ' r� : ; : , . .% , .. . .. :, ":. . - o - . - . 0 :, 1� . . � . . . . � . , , �', �.� , , / , - , , , . i � � , � �l
. . I - ..-. - - � ," ,
. . � � . � . . _ .. .0 - . - - - - I . . I I -
r � r I r � r � r . �. . . . . . . . . . :.* : : . .. . . . . . . *. I . I : .,. . ... . . ." ,, ` . . , / I .
r 1 � . . r r . .. . : . . . I . . I , . , -�. . I... .. . / / ,\
r r � a * - . . t , * '. 1 .1 .r� .. 1, - ;,. \�\ '.
-
: Z �( r r . I r r :. � r rr 0 : � � . . . 0 .\. .. . , . , .. . , : . . a . -7 - - -- . / I - \ ..
. I .. % - - . - , . - . . ., . . . � % . . . . . . - - - - - - - . / e � A �
\ r \ r , . . . . : . . _3,�, . . \. . . :- " . %. . :. . . .., .. . - . . r �
r r r r � � 1. . r : � . I - 0 - . , . . . , . . .% . . .. . . . . . . . . . . . .. .. . . . .. .. . I / . I : - . \ " �1�
, � . \ . . .
� I I . I - r .� .. . .. .. :. ; . . I. .. %. I . . . . . . ... : . ,r . I , I � I ,'� � \�.., - / % � "
\ :r . ... . . . e . . % .. . . - , . -
I . r .: I . . - , . . . : - .. - . . I , * - , . " .. - � I
. r I . , . . * %\ . , .. . . . . , ;;. I -, . . - /r I . I , 2`� , , *
� . . � I I I . . ., * . . I 'Q . - - - - .. I. - - I / I / r� .1 I . . � , 1, I \ \
. ,
.
. '\ - . I 11 . . 1, , . " * .. I . � ;�'_ - -- � I ',-.�_ ,�
. � - : : :::.,: . . . .. : . . - : . . %, . . , .; - - - - - I - I - - : ... - .. - I . I �
.11: . . . % -
- 11
I : " �.. 0 %., . : . _. . . . . . - .: . .. ,'.,-- - . % . / I .r . I _____ _/j ; \ " �. \ .. r,:' � __ 7 ,.\, I � I
. 11 � I ,�r . �x : 1 . . . . .1 .0 0. .. :. " : I% I - ... 1. . . . . .. 0 . .% *:. :. :. : ,. / I I I 1. \7 r r�, I - . 1, l/ , % \
I .l.. . ., . . . . . :, .. , .% , .. � ll\�'. /, � I
I � I .. . .. . . . I .. .. . . I - - " - - I's .. �_ . / I - ., r - k. o _��, - __ , '.1 �'�-� V � \\,
� %%
I
�. � r I � - * . . . / - - �
. , .. �,,�. ... - - .. .. , � . . . .. . / / I �_ . , I ,, _r�
. - '!. . r ,.:, r . . , � ;n . - .. . . *0 . :*� - *",I "' . * :... . . ...., . .. . . . .% . .. �\ \ , "� , --'r_l __
�
� � � I . .. - . . . .. . . . . . .1. . , , , % '.. .2. : . .. ...., ., " / . . i . ,
� :� rr ... . .... . �� .. . - . . , . 1, I 1. _ J
.&
. /4/.- .
.
-_
. I *_ 11 .,,-.,. ... .. . .. . , .. - 4; . . % .: * , - % , ...... * - . - , _. '. I /�. I -r� ( r-) \ , \ j\ 0 � .
� � � :: �. ... x . . . .. . . . . .. : .* - .. - .., - .. - . : .. * . . , / ., " \ : \�, I/ .
r . . E, . . . .� �. -11 % . . . .,. 0 . .1
� : . 1.11 r r . I 0 ,� , : . I * . . . . . I , - - I � - 'A .�
r I r . .. : .. .. . . . .'a . %. ..... ... .. . .. - � I . __7 " '')V�_ �
. . . . ... r . r , . - ... . . . . I . . . . 0 . . - 4 . 1. %. . , I . .. . . . .. . ,. / I
I . �b I I.- . . . * * , .. . I I
� .. I r � . I I � . , � . * . * . . .. . . 1. . % . - �. *. . . 4. -, / " " " - _, . I , - - , \
. 35A, 09 \1 : . .; , � , � '. - - , :, '. " 0 . . . . . : . . z . . . .. I : * . - . . . .. . . I k� I k J
.: � : \r r r * 0 ..,6A. . . ... 1. ...: ...... � . * .. . . . ... . ... ... .,. .......% / / // - , - _�._
I r I r i �'. I : _::.:::_ 7 , * . .... , , * * . / \ � I
r r � I . .: . . :. - .. - �:* -
I r � � r 11 : �� .'. -, * % * :.*:- . . *�:, ... . ... ... . .�* : ..... : ,-� ::' ....'.. -*.:.*--.,.. :. .. t. V, , ,
IN V : \ .. - . , *.''.. .. . - . , . �
\ 70R�= , .. . . .
4
�=�� R,X:� ,6 'pr# : I . . ,
. : �. I �� � r O', .. " .... . .: ..:. . . .. . �-- '. - ... %. %. . . .\. ... ,.* ... O.. .... :-.'%%,* .% .., , . . . : .:, / ,� \
, r r I .. * - . ... . o _
,I - .. .... ..." - - . ;, f / l/.,., - "
,
I : j * ..�: .,. * .: - "' ,;, - \ ,
\0. r I ' . r .. r : I � . . .% .* " " '... . . . I .1 / \�
. I
� '" :., : :, ., . 1�
,
\ 3 \ i : . ,
� g IV, r r r r r ., : , . , � :.. . .. '.'. . I * , * �) .. - ') Z- - � , . .
\ ,3,v. 6 � � . . . ..
�
I r r I , . . rr,r \rr r :.1 , :. . 1% . , . * 4 .: .. . . . ... (Y - - I- /" I - I ./ � 1. 'r,
r:r �. ; � r I., . I . .. . . .2. . ... . . ... ', ..." . '. . . 1. * -_ -_7 " � - � I
� I I � \ , , r : , . ., . . - - --' 7* , I " \ . %. : I . . .. .. . i.. . :' �)r-* - ., - _;, � --- �'l
: I : : � r . : V 'r . I - �"* - 1 4 ) . I \ .. 1. - 11,
___ -------- - '. i
. I 11 . I . . . - . - . . I -, / I / ., - ' I., i . Y\ _
� �� r: r . rr r . , \ _'Jz5e5.,6Z'-' * ..:, ... - :.... :- : % :. .. , , - % . , . , . ( ) I
\ , r r I . : r 1:1 . r r . I I I . .. 0 �_ * * �, �l : . %. '-. . . O.... - *.,..% . ., . , .. ... . : f, IT , I., " I / . � -_ , / �_ , _____ � ; .1
r : � , - : . --� .. " I - - . _ . ` / ; r:
. - ��. - I.: , . . �, . . ." - . :..., :: " : - :.",.* . - j,. % -
-
'� I � :r,: \ r . - -:701D4= 7 -, * _.;4 . :,..,. -k . .' \ - " �' \�-_,
� \ I : ; � 0. ''. 5., ..' .�\ :. - - ... **.. . �)" r / / .r'" � `\ - \ . -�!'
. r _1 r . . . I . I ...0 ... . . .. .. ... . .,. , r -
I � . .1, � . * � - . .. I *1 :..: '' 0 ..I. - - .- - . , , f .. ': , .. . I., ".1 _ � N
- 55^ - I "t - -----.. .,� . . I . .. - . 11 .. % '. , . ..:. . ... . . .1% .. . . .. . ... . . ___ ,\V \
- ,.::: - "" 'I
. .
Z \ : \ _ .\ .. '.. , . . .. , .. % . . *. , 0. - .. . . . :. . . . .v . - ..1 , , / /
\ \ r .'�`--'. : ., - - IN-0;t, 34- 5, .. � - . . ... .. .� . . . . . i .. . I , .) -) . , '.)/j,� � [/ .'..\ I - _\ ,�, � , i
� . . - % ' ' : - : . .. 11 . 0 - :, I. - . - .* , *: , . . . , . . - o.. , , .a , , ".. v � - .
r . I . . . �_ 11 4, r \ I ? -, , \r \V, .
.
.1 . \ - , :5 1 � � .. I . .. . . . . . . . rl-, ". .: , . " '.. . ,; : . . - a " r - .. .:.. - . ' ;.\,a. - , .. . ... . . . . . .. . . . : .. . a :*.. . .'k .. . %. . . : .. , - *. - 0 1, � " . . - . . . % / . � � ) � i ,� ,�f- , - - \ - . .. '--- �
"
,5 . 1. X*ft, . .:\ .. . , D".. - .. , .,\... Z.. .. .. " % , ... . . . . .. V# . :r . 7� :
) - J, . V,r I I . . ... - .., % - I .. . - I . . '. . I ", -
\ 70/0� 1 . .. I .. . - . .. . _. .. . '. r I () � �. ,.. �� .\,r� , .,_ ,_ � I
I .� I . . � 0. .%. * I '... .. . ... � -*0 - � . I , I I
� . . .� I ., : ..-:: % �,-. .. - - . ..:. .". .... .. I 1 , - l
. I r, �.. I:.. . . . .- . . *, *: " :, .0. - .1. .. 1. . I .. \ � \ ,A , /_"l \ 11
,
,A /. 11 . � 11 . \ � : " - - , . . . . . . .. . , . , .... '. ,..' . . -, ., . . ., . '. ,o:...\ . . rr ., r I ) I ' () .1) .�,N I ) J� 1) , I ') , , 1 �,,��, _ r. - '-
. - . ",
I I , , . . . � . . :11, a . . .: - - . "
. � � k . . .: . , .. . * , - - :. :. : , - 1. .
\ r , N, . .. . . . 1, . . . I" I . . . 0 . . . . . . . r ) I ) ( ,,- , , ( , , - I I � .)
, - . . . . .. , . . . I r 1. I . 1) __ \_ �_ ' �. ' ,\, , ,) ,r\ " � ' \ ,
� . . .. . - - , - �: * , '. " \ , '�
r - - .: , .. . . \. . . . � ,
- �� . . :. . % . . . , I ( ) �
\ � _= r . . , . , ., - ... - - - . . . % . .. , �) . 1
r X v �_ � . 99% : r r : r , 1. . .. , - - : - .: . r I ( ) - �)l -,
. qj� \ \ r . . I I . . . - , o. , .... - . ...l. . ,'� . .1 '. % . . . : . % . : . . : : .. - , - : 1. . 1. . . .: . . I . . I � i \ I .r \.,
. . r r I , , , . r I . I r It ( ) , Y-7/ 1, � I v � .1 . � ,
� .1 � � r ; . . I I r � r . %. I . . . '... . . . . - . ., ... � I , , ,.,. I � , , I I , _,�-_ - - .. �.
\ � . r r r r � . . ** r . .0 . . . . . . . . . . . I I � I I I I I �\, - r_ _ . ",
I � � � r . � r r \ : r . . , . . . . . . - ': , .% .. * " . % . . - . - .. - % . , . O.. . . ._ . 11 . . - ` , , - - . " '. . - - % " . , . o. * . .. , . . 1. � I '. � � ), . � ",\�,- ',��; � '.'�_:_:�'-_:, �"�� � �
. , . - '. . '. . .. . ,
, `: - - - , - % * , . . . I . , '. * t , ) I
1� � . � r . : r r . r r 11 . . : . I . . . - . . : . . : . : . % . . . - - , .. - ') * , . . I � I .
\ . ... V , .
.
\ . . 1\ . I . . : .. *.: . . : �l . : * - . : .. . . . I r '. - , � . , .
I � \ , . --- �, * : . . I '. " , , , , , . . , * .: , I . , ` . , . % . .rl . I '. , I / - I -.---/ , \ , � , . , , _ , , k _
. . - , .
. I r � . r . - ... , � ,. :- .*,- '. : %, . . J . . , �. .. .. . . 1� * . . : - , . . ".. : . '. I . . '. � . . . . . 1: I / ./ I . � , , � -�� � , , \ , , ,
. � , I , ., . . .. . I % ; � . - - : , 1 . I : - . , - , - , ,,, ,r� r - z � r_ , .. ---
, I \ I I . : 0 : : . . - , - I I , �,,, ._ - / _. , .
I I . , - ./
. I % � . - - - - . I , . , - * . / r " � _, / ' ' � - ...
I I ; . : .. % : , �*: : % .,. - - .. . - . . - . . - - � ... ,:... - , - . ... 1, I / / , _..
.. I ____ . , . * % I . , , * . % .. . %, * % . . . . - ..*. . . . . . I I I .. . . l I I ^�k , .� , .
. . . . .. . . . . .. . . . , I
� I � I I % I . ..% . . ; .... ,.� . . , . . . . . . . . . :../., * . :. . '. .. I '. .. --i 7 \
. \ r'. � . . . . - - .. . e : . . . . 11 .. i, -� .
r \ �� . . . . . \ , . I . , .o. . .. I I ..r ' rr / r ,� _' *
I , /,,r.
r r . r . . . ., :.: . .. .: . . � " . I
. � .. . . . - . .. . .1 ,r rr ,�_ " r, -/-�,v , I ,1� - � � ,�
I \ � \ I I \ . r r .rr. : - - I . . .. . . . % . I , . . .. . .. . . .. . - I , . .. . '. . ! :*. I . . % : . , , . % , . - * * : , - " / 11 o I -, , " q� -) /11 / / 1! � , ,--*,*** . I ,,,,
I \, r . r I � : I : . 1. . . . ',' . . , .. % i a . . . / - : , . . - . , I .
I rr . � 1. . 1. . I . I I ;. - % . . � .. . - . . , - : % � . .. - . , '. : . : . . . i . . . . . . * " * , // / I , " I .1 '\ 4 ..--"
. I . : . . . , . : . . . .1 I ( I .
r . : , . .. . . . . . : . : _. .. . .
I . I I I I . I . . . . , . 0 . .. . . .. . :: �. - - - . I . . " ,r , ' 1) I �.__
. . I . . . - .
. r I
I I I I , � I . I . . . . - ___l . - . , . . . . . . . I I . *� - ' - , ,/ " 1 .. . �� .,�� r I
. , \1 I , I . r � . . .o I.' , : . . . . . . . . .1. . . .. I - - ,r., / . I -- � � "I.
r . : . . - ... . .. . -.1 . - .. . / . ; . ; . -,, � ,
_r _ �:S / X , r ; - 0 - . . . . . . . %, . . - . � . - - / (I � - A �_�) ,
�
. \ � \ , , r : : � . .1 . . . .. : :.. *I . . ,.,,r / , r 'r
: '; - - . . : . . % * . . . I -, , '\ , I -
r � r .. . .: . . 0 . .: '0 .. '. - - .: I f I
I . � I .0 . . . . . . .. . :: . * . . I . / I I - x . I
. I ' . I I / .r 5 _ __?�� \ �
. /P /,/ X , r r . , I 'r - 75
\ '61 , F . I : .\ r r :\ - . ----' . . .. . : . : , , . .. :. - : . . .. t . I . . '. / . . r i r
I I % ) .* '. : . . . 1 -
\ . _ I r . � . . - 1. ,; " , . * * , . .0 : . . .. : . . , . / 0
- , � I . r : . r , \ . : **0 - :. 1, . . . , . . 7. . : : - . . 1. .. .1 - - I a. / - :.: . . - . - '. : '. ,.., .. / / r . �� ..
,
,
,
I I r I r \ 0. : . - , .. ., .-I - , / I/ / , " 1111 I
� .'r.,.". ' , . "; * .. t: " '. : :' . :1. - . 1. . . , * % . . . ... % . i _0�, I I , \ ill
_JL�5' . . r � r . . . . . . . . . . . : .1 . - . / I I 1, I .;W-�_o 11
I r I : .* I . �
I I
I
.
\7e_p�= �\ r ..*- , . % � . -. . - ..., ... - . . %. - % .. .,.., 0 . , / ?� I qjro � ,'�_
. \ \ . : . -, I -
r I r \ r -I' , '. *: . , * . .. . '. I . 1, I � I., I , - - � .-00
1 . . . : .*. : .."', , .�. . . - � � � - . - - 0-0*
\ = \ \ \ __ .. \.. ". . 0. :. , . ..: . . _10 - - q�ft
: -k .... : ... - - -
r . 11
I
� � . . . . . . -, I" .. I - - -1 .
IN � 94(5, 75 : r \ r , 's. 1. , % , , ... I .. .. .. - . . I -5 V
I . � I
I . , . \ � r � , r r. ,, � �: . . . I � , - .. .. "... .. % . .: ... % . \ I . - 1. ,__ - �A
IN r . . , � ..... . I . : : ....*-0. .*. \ . r .� - -- --. .
\ , I rr r .\. 0 ..,% .. % . . . , . ..0 I . � � I __ __
\ �� . . \ : p , . ..o .. . . r -_ \ ...�\
. .. . I.. - . . . . I
� r I \ � : .... ...... .�.%. . . . ". . -_ --.-"- " I A
I ... : . . .... ... :. . . . .%. . 0. . \ I .1', I ",4", m
� .. . ..
4EX �?r : I I � I I � \ \ 1. : : , . � % \
)� � r . I . � . I \ . \�,, , .., , ': '*' , V. 4 . :% . ': .1 , ..-�
,
0
1
. I R= , .: . � . \ \ . , .� : .... I . 1. . ... . ..% . . 1. .0-**
\ , . .
� . . ., . I I � I \ , % . . .. . . . . a "
,
. : . , r ,
. : .,
I .1 . \ , .. : . �
I . . � I I r v � \�
� � 11 I I \ r ,, \ I
I
I
.p 'v==7 O/ � I I \ t , . ,,110 .
r
\ /w I � \ � I 11 ..'� , I a
��
. \ , I * r � , , , I I I 11 . r \ � r I , \\ ,. .
I : . .
I
� : . \ . , I \ . . I � I � 1. � \\ - __ \ �
. 1 , \
I ,---- 11 I I \ ,
I I
\
\ \ .1: . � I .� I . ) " \ HOUSE / �
r . . \*rr r
- I \ \ : I � r!. .. � r \ : I \ , I Li
\ \ , . . r r . \,\
r � . . \, - .
\ . - 4 . \ . 1, -
I � . \ .", I- . I
. I . ,
/ .
/
I
. /�� I
/
/
. , , .
/
.
. \ %,:. \ U, px*A \ \ \ I / . I
,
z
2
En
�
W BENCH: TOP Or -MANHOLE 228th ST. S.W. &
93rd PL. W. ELEV.= 360.95
0 m
�
I
i
:
.
I
.
6
z
I
N rl
;
�
,_:
e
6
!�
0
iin
so
0 .;
�! 0�
P, 0%
912
,
T pi
�� m
.; W
w
wIJ
i5A
L! Q�
%" x
b 4�?
INS
, * -
. .
-*-,
-
-Ns\�_ §
.*
'. %
,
-
P. N
1�;.-
:
:
; .
0 V.
") S.
't
,,�
-
-
6
-.0 ?
0 �4 z
!!:
t') t, 0 �
#.-.*
e
: �v
\��
0. �e
- , .P,t S
. 1p'l
*
*
P,
(A
, * 0 w
w
0
� ��\�<�(�
EL
x
w
%.
I I
i
i
�
i
I
. 1 a
�4
m
" E-
co A
. .
>-4
m
I �)
.
g
ci �
0
"
I
I w
lZ10, 04
1=� ..
� w
�
�4 *
w
� -4
lc�o
10
I i
',O�,
C)
w p
'"
[ ; 4%
�-4
�"-
M
ck?
P.
t�
P4
�,-,
�0,-
-�
1 .
�tbf
��
0
t_-�
1-1
, 0
z
(t)
1�:
ri)
�
I
*�
4
I
1
� , .
El
�j
C,,'jl�
2
p
I
��
-
I
CQ
�O 0
�WY4 Iii
E_
I
t
�
��
0
co 4
u
, -4,
Fq p
'-Z
�q
=
z w
P.,
. �
(Z)
(Z�
(z) w
C\l 4
"_
U
�
Q. 4
C"i
(Z)
0
z
PQ
b
�0
*
=
"
u
I
�.
0
;8
��
00
to 0
Ti�
. . m
'm- -1,
ko �
--
N
1, c - 4
�l ..)
z ..
� w
ko En
CQ
r4 �
I
I"
,:� f::�
I I -
LEGEND �
0 SANITARY SEWER MANHOLE I
OLE ii
13 CATCH BASIN %.
M WATER VALVE �
(-o- UTILITY POLE WITH GUY
M TELEPHONE VAULT
* LIGHT POLE I
Ill GAS VALVE I
->P -1- CONIFER I
C' "OPI 1111i 11 Tm DECIDUOUS I
I
VERTICAL CURB I
EDGE OF PAVEMENT �
____
---------- x --------- FENCE
I =��-=;v RETAINING WALL
- - - CENTERLINE
ll�l * PROP. CORNER
I
1��IF_r� 6=4�,eAILTC4S .�f_%Vil P_AjJS
F_e=eL -S i-r-F �, orc� Ajor(WJA �--
CITY of EDMONDS
I
TRUCTION
I
� . .
. � I
.
. 4- 'e'. . ymara 3, If??
,(/CITY ENGINEER '6Alt
I ..
i
I
:
z
:
.
0
E4
i
c2t)
I
I
z
I .
�
.
�_�
z
i
;
�
U)
!�
i
i
� 1.4
U)
�:__
i W
Z
i P-4
0
: .lg�
I
I
��
E__4
I i =
i
�_�
=
I i U
Z
i !
c)
I pq
, ;
u
i I ;
! E4
I i ! -411�
c
� I
: 0
Z
I &.4
E-4
U)
=
� .
: �
i
U)
5�,
��
c
w
-
�5
: :, 0-
.
w
a
I
; FJ j^Q rt � %
!
I
�
! \^,PN�
;
I
I
PLI
0
>_4
P-4
��
U
li I
!
t
1
li , -
I
JOB NO:96-3027
.
SEC. 36 9TWP. 27 N. RGE. 3 E. qW.M.
I
pl�
P-4 IZ-,9
4 12 " CWP
!2 9 " PIC
. 4 .
4'0'1A IN I 1Nff
.41
Rocl�py
CD
1p
ip
0
3r
6
�IV �946
61
T010-j5J., 79
y6"96
8
C3
30 6." Rc,-
zx IC9
-TO—P�J,54 09
INV=J51.9,9 6"
PUE TO bONsn�qanm OF
NEW BUILDH�G.)
INV= J49 175.,
C9
J-5-� 06
IN P J49 q1
"S.
INK55
�427
L-
ZI C9
�171 —I,,,- —11� T-
/M
=j55,
ii) 6, "
4-2N�' L
4PIOZZ-
OFT
W"'c7o
�f -�-
L�"n
6
z
z
04
e)
Z-X 661
7olc
A
p
-24
K-Y
cl r,
04 '0�
'J
%L
EXISTING TREE
TO REMAIN
(Typ-)
CLEARING LIMITS.
(Typ-)
3j
EXISTING
CONTOUR
Typ.
.0w
000
SEDIMENT TRAP
lQ0
3,/
N 88*41'25" W
N 88*41'25" W
w
SCALE: 1" =20'
CONTOUR INTERVAL = 2'
2 1 0 0 2 i 0 4 1 0
Im MEMEMM
I Im Im mmmmmmm I
CONSTRUCTION SEQUENCE
1. ATTEND PRE— CONSTRUCTION MEETING.
2. FLAG CLEARING LIMITS.
3. INSTALL FILTER FENCE.
4. INSTALL TEMPORARY SEDIMENT POND & TEMPORARY SWALES.
5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. (WHEN NEEDED)
6. CLEAR AND GRUB SITE TO LIMITS OF CLEARING AS SHOWN
ON PLANS.
7. ROUGH GRADE SITE AND STABILIZE EXPOSED SOILS PER NOTE.
8. INSTALL UTILITIES (POWER, STORM, SANITARY, ETC.)
9. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION.
10. FLUSH STORM DRAINAGE SYSTEM (IE., CLEAN OUT &
TEST SYSTEM).
11. REMOVE ALL TESCP FACILITIES ONLY WHEN ENTIRE
SITE IS STABILIZED.
STABILIZATION OF EXPOSED AREAS
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED
BY SUITABLE APPLICATION OF BMPs, INCLUDING, BUT NOT LIMITED TO
SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR
MULCHING. ALL BMPs SHALL BE SELECTED, DESIGNED, AND MAINTAINED
IN ACCORDANCE WITH 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 1 THROUGH SEPTEMBER 30.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
CITY of EDMONDS
APPROVED FOR CONSTRUCTION
CITY EN
� ;R
w
uj
I
r
pq
CK)
m
i�q
PQ
E-
CQ
z
0:5
En
cq
ol
to
00
ko
N
3�
z
ko
z
0
E--q
ct)
z
z
E-q
44
0
T C2 OF 6
JOB NO:96-3027
SEC. 36 9TWP. 27 N. RGE. 3 E. 1W.M.
FILTER FABRIC-MIRAFI- 2%2%14 GA. WIRE MESH
140N OR EQUAL, ATTACH OR EQUAL (OPTIONAL, SEE 2X4 DOUGLAS FIR
NOTES4 & 6) NO. 1 GRADE OR
W/ STAPLES OR WIRE RINGS
SITE GRADING AND T.E.S.C. NOTES- GENERAL NOTES 3/4"-11/2" DIA. EQUAL ALT-STEEL
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH WASHED GRAVEL FENCEPOST
1. TESC MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE WORK THE CITY OF EDMONDS, WASHINGTON STATE DEPARTMENT OF EACH SIDE 18" MIN.- 03
(SEE ATTACHED DETAILED DRAINAGE PLAN). GRAVEL (12" MIN. DEPTH)
TRANSPORTATION /AMERICAN PUBLIC WORKS ASSOCIATION 1994 6"
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
2. PUBLIC STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS 04
2�
CONSTRUCTION, AND THE 1989 WSDOT HYDRAULICS MANUAL,
DURING EXCAVATION AND FILL OPERATIONS. CA r,
��dc
)�
.0
V-_ 509-;,6
Ln
3. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY
2. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO
CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY
SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE INSPECTION BY THE CITY INSPECTOR OR HIS DESIGNATED
LAND REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE 12p
EROSION/SEDIMENTATION CONTROL PLAN. THESE CONTRACTOR
0
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND x"
FACILITIES PRECONSTRUCTION CONFERENCE. IF- - - - - ___71 - T__�
SHALL CONTACT THE CITY INSPECTOR TO SCHEDULE A u VARIES u u FILTER
LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE (SEE NOTES 2 & 6)1 FILTERED
8"L_ FABRIC Z
EROSION HAS PASSED. - WATER 2
TYP,
3. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING,
4. NON-COMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS, LOGGING OR GRADING, THE SITE CLEARING LIMITS AS SHOWN ON BURY FILTER FABRIC IN
A GRAVEL -FILLED TRENCH
WATER QUALITY REQUIREMENTS AND/OR CLEARING LIMITS MAY THESE PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE ELEVATION SECTION
PROJECT SURVEYOR OR ENGINEER. THE PROJECT SURVEYOR OR
RESULT IN REVOCATION OF PROJECT PERMITS, PLAN APPROVAL ENGINEER'S NAME AND TELEPHONE NUMBER ARE GROUP FOUR,
AND BOND FORECLOSURES. INC., (425) 775-4581. NOTES:
1 . THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE
5. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY,
ESTABLISHED GROUND COVER THAT FULFILLS THE REQUIREMENT FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, NTH A
OF
THE APPROVED CONSTRUCTION PLANS. MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST.
2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE !00
FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6- APART AND DRIVEN FILTER FABRIC IS TO BE 2
1 !1 <
6. ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SECURELY INTO THE GROUND (MINIMUM OF 30"). GRATE PLACED BETWEEN FRAME
SATISFACTION OF THE CITY INSPECTOR. THIS MAY BE 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8" WIDE AND 12" DEEP, UPSLOPE AND AND GRATE.
ACCOMPLISHED BY DISCING, RAKING, HARROWING OR OTHER ADJACENT TO THE WCOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
ACCEPTABLE MEANS. PERFORM ALL CULTURAL OPERATIONS ACROSS AS REQUIRED 100' MIN. EXCEPT 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE
OR AT RIGHT ANGLES TO THE SLOPE. IF NECESSARY. SURFACE MAY BE REDUCED TO 50' MIN. FOR SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -
RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, SITES WITH LESS THAN ONE ACRE PROVIDE FULL WIDTH DUTY WIRE STAPLES AT LEAST 1" LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL
INTERCEPTOR
OF EXPOSED SOIL. OF INGRESS/EGRESS
EXTEND INTO THE TRENCH A MINIMUM OF 4" AND SHALL NOT EXTEND MORE THAN 30"
DIKE/SWALES, LEVEL SPREADERS, AND SEDIMENT ABOVE THE ORIGINAL GROUND SURFACE.
BASINS SHALL BE INSTALLED PRIOR TO SEEDING. 15' AREA. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,
AND 20" OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT
7. ALL DISTURBED AREAS SUCH AS RETENTION FACILITIES, ROADWAY EXTEND MORE THAN 30" ABOVE THE ORIGINAL GROUND SURFACE, FILTER FABRIC SHALL NOT
BACK -SLOPES, ETC. SHALL BE SEEDED WITH A PERENNIAL GROUND BE STAPLED TO EXISTING TREES.
COVER GRASS TO MINIMIZE EROSION. GRASS SEEDING WILL BE 12" MIN. 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND A 4' POST SPACING ARE USED, THE WIRE MESH
DONE USING AN APPROVED HYDROSEEDER OR AS OTHERWISE SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR
APPROVED BY THE CITY OF EDMONDS. WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING.
7. THE TRENCH SHALL BE BACKFILLED NTH 3/4" MINIMUM DIAMETER WASHED GRAVEL. FRAME
8. IMMEDIATELY FOLLOWING FINISH GRADING, PERMANENT 8. FILTER FABRIC SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT
VEGETATION (CONSISTING OF RAPID, PERSISTENT AND LEGUME) 4" 8" SPALLS NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABLIZED.
WILL BE APPLIED (MINIMUM 80# PER ACRE). THIS IS TO 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST
R 25.0', TYP. clq
INCLUDE THE FOLLOWING: 20% ANNUAL, PERENNIAL OR HYBRID DAILY DURING PROLON31ED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
RYE GRASS, 40% CREEPING RED FESCUE, 40% WHITE CLOVER. FABRIC C13 PROTECTION
HYDROSEED REQUIRED. 8
CD C)
FILTER FENCE DETAIL NO SCALE w
4 LX
9. FERTILIZER SHALL BE APPLIED AT 400# PER ACRE OF 10-20-20 NOTES: NO SCALE (L
(10 POUNDS PER 1100 SQUARE FEET) OR EQUIVALENT. 1. CONSTRUCTION ENTRANCE SHALL BE USED FOR TIRE CLEANIN G/WASH DOWN ONLY.
DEVELOPMENTS ADJACENT TO WATER BODIES SHALL USE NON- GENERAL CLEANING/WASHDOWN (CONCRETE BOOMS, ETC.) SHALL OCCUR AT
PHOSPHOROUS FERTILIZER. APPROPRIATE OFF -SITE LOCATIONS.
2. HAZARDOUS CONDITIONS MAY EXIST NEAR THE CONSTRUCTION ENTRANCE NOTES:
LOCATION (OVERHEAD POWER, ETC.). THEREFORE, IT SHALL BE THE FULL S 3
10. THESE PLANS INDICATE CUT AND FILL SLOPES WHICH RESPONSIBILITY OF THE CONSTRUCTION ENTRANCE USERS TO EMPLOY SAFETY 04
EXCEED A MAXIMUM OF TWO FEET HORIZONTAL TO ONE FOOT PRECAUTIONS AS DEEMED NECESSARY. 1. MAXIMUM IMCLINATION OF THE SLOPES ABOVE AND BEHIND ROCKERIES SHOULD 0
VERTICAL (2:1), A ROCK OR CONCRETE RETAINING WALL MAY BE --- BE 2:1 (HORIZONTAL- VERTICAL). �4
REQUIRED. ALL ROCK RETAINING WALLS GREATER THAN FOUR (4)
2. MINIMUM THICKNESS OF ROCK FILTER LAYER B = 12 INCHES. m
00
FEET IN HEIGHT ARE TO FOLLOW CITY SPECIFICATIONS AND TO
3. MINIMUM EMBEDMENT D = 12 INCHES UNDISTURBED NATIVE SOIL OR COMPACTED C\l
BE DESIGNED AND CERTIFIED BY A GEOTECHNICAL ENGINEER EXPERIENCED �0
6" MIN. FILL PLACED IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. m 0
IN SOILS MECHANICS. ALL OTHER CUT AND FILL SLOPES SHALL SWALE FLOWLINE 4. ROCKERIES GREATER THAN 8 FEET IN HEIGHT TO BE INSTALLED UNDER PERIODIC 0�
0
BE A MAXIMUM OF 2: 1. 134
SECTION OR FULL 'TIME OBSERVATION OF THE GEOTECHNICAL ENGINEER. CQ
11. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND 5. ROCK SHALL BE PLACED TO GRADUALLY DECREASE IN SIZE WITH INCREASING WALL �1_ 1�_
ADEQUATELY PROTECTED TO PREVENT EROSION. HYDROSEED HEIGHT IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
PREFERRED. 5' 6. MINIMUM 'WIDTH OF KEYWAY EXCAVATION, W, SHALL EQUAL TO THE THICKNESS OF
f-TOP OF SWALE THE BASAL ROCK (AS DETERMINED BY THE GEOTECNICAL ENGINEER'S DESIGN) PLUS B. c, c)
:5 0
7. THE LONG DIMENSION OF THE ROCKS SHALL EXTEND PERPENDICULAR TO THE ROCK
6" MAX. 0 FLOW FACE TO PROVIDE MAXIMUM STABILITY. C\l
cSWALE FLOWLINE
&,_,
BERM AS REQ'Dl' MIN
8. ROCKS SHALL BE PLACED TO AVOID CONTINOUS JOINT PLANES IN VERTICAL OR .4 1
7 n 0 t\2
1 11 LATERAL DIRECTIONS. EACH ROCK SHALL BEAR ON TWO OR MORE ROCKS BELOW IT, E-4 �O
:�, 05
WITH GOOD FLAT -TO -FLAT CONTACT. , - V.
N
KEY ROCK INTO 6" MIN./ 1' MAX. LEGEND:
SWALE S' MIN. SUMP TO BE INSPECTED DAILY CLEAN 2 IN
z
C)
CH TO 4 INCH QUARRY SPALLS FREE OF ORGANICS, WITH LESS THAN 6
WHEN DEBRIS EXCEEDS 1/2 DEPTH
1'6" MIN. DEPTH PERCENT FINES (SILT AND CLAY PARTICLES PASSING THE NO. 200 MESH
ROCK TO BE 4" MINUS QUARRY SPALLS SIEVE).
TEMPORARY GRAVEL SLOPE - 0.5% MIN. co
- 10.0% MAX. TYPICAL CHECK DAM DETAIL SURFACE SEAL; MAT CONSIST OF IMPERVIOUS SOIL OR A FINE FREE DRAINING
COPLI'STRUCTIOIN' EINTRMLINCE
NO SCALE GRANULAR MATERIAL, BOTH OVER FILTER FABRIC OR LEAN CONCRETE.
1 . INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF E-
ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE GRAVEL cq W4 -.!4
UNDISTURBED FIRM NATIVE SOIL,
SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE
FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED
ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED,
THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
4 DESIGNATES SIZE OF ROCK REQUIRED, I.E. 4 MAN.
2. AGGREGATE: 4" TO 8" QUARRY SPALLS.
SURFACE AREA DETERMINED 4' MIN. RIPRAP E-1
3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 6 AT TOP OF WEIR
INCHES THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR I' OVERFLOW MINIMUM 4 INCH DIAMETER UNDERDRAIN PIPE CONFORMING TO SECTION 7-01
DEPTH (MIN.)
INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT 1' MIN OF THE WSDOT/APWA SPECIFICATIONS. SUCH PIPE SHALL BE BEDDED ON AND
LEAST 50 FEET.
N,
3.5'-5.0'
4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF
THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ------- FLAT BOTTOM. EL.= MIN. SURROUNDED BY 2 INCHE TO 4 INCH QUARRY SPALLS AS DESCRIBED ABOVE.
-------- ------- - C3
GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC 2-1 MAX;
3/4" -1.5"
ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A NOTE: WASHED GRAVEL- PAVING P4 E4 Co
SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO WORK ZONE TRAP MAY BE FORMED BY BERM OR DISCHARGE TO STABLIZER WHERE
Q
BY PARTIAL OR COMPLETE EXCAVATION. GEOTEXTILE- CONVEYANCE, OUTLET OR
'0"
MAKE WASHING MORE CONVENIENT AND EFFECTIVE. LEVEL SPREADER REQ'D. 6 "'01
2"-4" ROCK .0
5. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A 0 o
2' MIN 0"",
0
CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC CROSS-SECTION 0
RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH EXISTING D
TF
STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT ANY GRADE
STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, 6' MIN.
WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS B
MUST BE REMOVED IMMEDIATELY.
7
X 1' MIN. DEPTH OVERFLOW SPILLWAY W
NATIVE SOIL OR
E4
COMPACTED MIN. 1' DEPTH
BACKFILL a 2"-4" ROCK R CKER PETAI
0 Z Z
TI CUT Ov
N MIN. 1' DEPTH _NA VE EYR �4
.SILTATIO14 BARRIERS GEOTEXTILE TRAP OUTLET 3/4"-1.5" WASHED tot: P4
GRAVEL
1. SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH MAINTENANCE NOTES:
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE
ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT �4 c
UNDERCUTTING BENEATH BALES. NECESSARY REPAIRS TO BARRIERS OR REACHES 1.0' IN DEPTH. u
REPLACEMENT OF BALES SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES CITY of EDMONDS �_4
DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE BE REPAIRED. E4
APPROVED FOR CONSTRUCTION
REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE SEDIMENT TRAP DETAIL CALL 48 HOURS
AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED 6 BEFORE YOU DIG
TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. NOSCALE SHI C3 OF 6
1-800-424-5555
CITY ENGINEER It A AE
I 10 NO: 96-3027
4
c'
IN T
T 364,
T 1.
364.6C
IN
7_0P J94 99 //1361. 12
I - J62.75 9" 111,00C
Z
/F J6;i� l/c
y kfft�_ III
IN By��G V\
"A
WESTGAT 4rll�
)k
CHAPE
'j,
+
4
CqNN9,9L,,RAIN
LEfflER TO EXISTIN
LOING DRAINAG 4
Bul I.
4
13`4 a
YARh /6AIN
C NEC
ON T TO
G DRAINAGE
.1 'A SYSTEM.
SEC. 36 9TWP. 27 N. qRGE. 3 E. qW.M.
0
c c
�4
/ /PD=- - --gAM. ST TOP J64, 9_9
/To D IUS - �64.5
INV= 992 29 6 P I IC
J62.2,9 9 Cf Ld
J52.21 6 fi'CP 0
z .1
_j
p
N 88'41'25" W
c
LEGAL DESCRIPTION:
Ld
ONCF ETE ARRI R CURB -TWP27N-R3E
PORTION OF THE NE 1/4, NE 1/4, SEC.36
LOTS 8. 9, AND 10, BELT ADDITION NO. 6 AND ALL
nF PI ANT7 AnnITION1
NOTE:
AH ROOF DRAINAGE OF WHEEL STOP/'3
I TP. -P
NEW BLDG. TO FLOW TO
NEW DETENTION PIPE.
C.O.
3 � - .
4 TOP 365.00
I
INV. 359.70 00,-, &CA 0 -� '0.
CA le I en , /�, I -
v 13
Z-1v C9
7op=T637-i-i-AD-JUST-TOP-363-.50
IN V=J5Z 04 6 RC,-
jk
IFC c�
J57 00 6
PROPOSED --ADDI"n ON 959 9 4 6 �CP NZ' 7\�
(FIRST, SE D & ROOF SHOWN) _75Z 00 9 V
CONNECT TO EX. B
356.50 127SIJ SW
1 111% , . . , i , � I . I , �wl ��, %J%O%J" I
TAPER WITH LANDSCAPE INV. 359.00 16m). 1410.10�� , , �� ; -7 / 4 "d _.>3, 'I I AC f%Vf%l Mir =Klf%r W I
FE-At K,La 1v mmitin
_T4N 61 EXISTI GRADE.
YARD DR" IN (18")
-SOUTHERLY- DOWNSPOUT
3r
CO ECTION POINT
62.00
ll� 9.00
LACE'EXISTING
r4 REMOVE ANCi;',REP'\ 8
�,Ca�ASPHALT SIDEW LK i:R .......PONCRETE
SIDEWALK
.06
DOM§POU .
Q� c,9
709�_T,U ZF
7_0,-=_\57 01-::.
4,,
4
RTICAL CURB R::'
GUTTEW.,..
K'C67m 7.
ZIA, IC6 A*
7_01'=J54. 09
1Nt1=J,57_9,9 6
% 9_5�. 6 -9 9 A'0
CB 48"-TYPE 2
N. 951hR.51. E, 9699.78,(
POWE
m ama niq ir -aAaa i x *%.PT)
V
N\\:\'--EXIS11NG TREE
CB 4. TYPE 1 vo :"w
\X
N. 9515.47, 97\26.97
TOP 356.00
INV=J4S**J'-g
INV. 351.25
TO REMAIN
IC (TYP-)
HIG� TRAFI-
\,q 6
_�I_O#D DRIVEWAY
Ntl=J49 _7,�..
p
_'�'_\14ANDICAP RAMP
NOTE:
A SEPARATE PERMIT IS REQUIRED
"3
CB 3. 'TYPE TYP. FOR ALL ROCKERIES OVER 4 FT.
9497.'95. E. -,9741.48 HEIGHT.
Tno xr, M Mr.
cp.
INV. 351.66 CONMUR
% INPL-J45,0,5 z
TYP.
4L.F- 1 2"SD
0 2'.43% 4
FFIC FLOW
6X�)iC13 1. 54-.TYPE,2
TYP.
E 0
_C())CONTROL STUCTUR
w/SOLID LOCKING i4l)
6. TYPE 1
N. 9487.34, E. 9750.54 (STR)
E. 9833.3
MP 360.37 N. 94377.761.
INV. 352.00 MP 36315,�
15LF-12"SD
\WALE) NV. 360.65
INV. 358.85 (FROM BIOS 00.67%
xx
OF 358.70
45NINTAKE 1A
ILI
kQC 6 OUITFALL 6A
)w/TRASH RACK \ - `�, \
NOTE:
& HEADWALL REMOVE ALL UN SED`-;;DRIVEWAY I /4'x8"xl 2"DEEP
N. 9482.62, E. 975�-ll RAMPS AND':::REP E "'WITH �PRAP PAD
TICAL CU
INV. 359.00 % VER 119'. AN CONCRETE N . 9418.04, E. 9796.29
SIDEWALK. INV. 360.55
ILEGEND
_�u�l -- EXISTING CONTOUR
14:67701 PROPOSED GRADED CONTOUR
SD- EXISTING STORM DRAINAGE
-M- PROPOSED STORM DRAINAGE
_ss- EXISTING SANITARY SEWER
-SS- PROPOSED SANITARY SEWER
--- w -- EXISTING WATER
-W- PROPOSED WATER
[111 EXISTING CB, TYPE 1
FIR PROPOSED CB, TYPE 1
Q,_ EXISTING CB, TYPE 2
PROPOSED CB, TYPE 2
EXISTING SSMH
0 PROPOSED SSMH
JM PROPOSED DOMESTIC WATER SERVICE METER & BOX
m WATER VALVE
HYDRANT
-o- UTILITY POLE WITH GUY
F-T-1 TELEPHONE VAULT
LIGHT POLE
W GAS VALVE
-�y, EXSITING CONIFER TREE & TRUNK DIAMETER
C5_.NAllEWEXISTING DECIDUOUS TREE & TRUNK DIAMETER
VERTICAL CURB
EDGE OF PAVEMENT
BOUNDARY
x EXISTING FENCE
c3 c3 m m `3 `3 c3 c3 EXSITING ROCKERY
EXISTING RETAINING WALL
CENTERLINE
PROP. CORNER
NOTES:
1. A COORDINATE LISTING, OR EQUAL, OF THE PROVIDED DRAINAGE
STRUCTURE LOCATIONS IS AVAILABLE AT GROUP FOUR, INC.
2. ALL NECESSARY OFF -SITE CONSTRUCTION ESMT'S AND PERMITS
SHALL BE OBTAINED PRIOR TO COMMENCING CONSTRUCTION.
ALL CB'S ARE TYPE 1 UNLESS NOTED OTHERWISE.
ALL PIPE LABELED "SD" CAN BE CMP, OR
CONCRETE.
ALL PIPES LABELED "CP" SHALL BE CONCRETE.
ALL PIPES LABELED "RCP" SHALL BE REINFORCED
CONCRETE PIPE.
ALL GRATES FLAT UNLESS OTHERWISE NOTED.
CITY of EDMONDS
APPROVED FOR CONSTRUCTION
11 A F, I
'A F
CITY ENGINEER �J 15ATE
s
i
0 0
04
�2
Z z
J LZI
(30
0
F-
c)
LLI
CL
Ld
w
4-6
ws�
cu
m
0)
C*
r4
0
IN
p
�4
eg:
9
c)
0
44
1
al
4'
C'�
� r�
E-
o
Q
cq
co
C�
"_0
z
co
:C4
ki-3
-tt E-4
CQ
1:4
Z
14
E4
cri
E-
C4 OF 6
NO: 96-3027
SEC. 36 9TWP. 27 N. RGE. 3 E. qW.M.
SHOULDER PAVEMENT
NOTES:
L I L�LLJ
VE
1. CONSTRUCTION OF CURB DETAIL SHALL BE IN ACCORDANCE WITH THE
I
(b
0
00
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION
Q CURB
PAVEMENT AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
WIDTH AND THE AMERICAN PUBLIC WORKS ASSOCIATION. (WSDOT/APWA SPECIFICATIONS)
25'
c
I
2" ACP PAVEMENT
UNLESS OTHERWISE MODIFIED BELOW.
to 2. ALL CONCRETE SHALL BE AIR ENTRAINED CONCRETE CLASS 3000.
228TH ST. w.
2" AGG LEVELING COURSE
4" AGG BASEaCOURSE
1 BATTER 3. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED, STEEL
51/2"
FORMS ONLY SHALL BE USED ON TANGENT SECTIONS, WOOD FORMS MAY BE
0.05 FT./FT. USED ON CURVED SECTIONS.
iSSING
40-
APPROVED SUBBASE
4. FULL DEPTH EXPANSION JOINTS CONSISTING OF 3/8" MINIMUM PREMOLDED JOINT
X
C.
1/2"R MATERIAL SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS, AND AT POINTS
OF TANGENCY ON STREETS AND DRIVEWAY RETURNS. MAXIMUM SPACING SHALL BE
4
x
p
x
W` W I
z
6" 20 FEET.
_6-
x x - 4' (2XIl
L
Ld
PAVING SECTION
5. CONTRACTION JOINTS (DUMMY JOINTS) CONSISTING OF 3/8" MIN. X 2" OF PREMOLDED
12" JOINT MATERIAL SHALL BE CONSTRUCTED AT INTERVALS OF 10 FEET.
(3A F[ SI�N
I TF1 S 01
C;
M. m
0
00
61p 61
61/-6. ALL JOINTS SHALL BE CLEAN AND EDGED.
4
i.
1
3::
NO SCALE
.4, 7. FINISH SHALL BE A LIGHT BROOM FINISHED.
----------14
z
8. FINISHED CURBS AND GUTTERS SHALL BE SPRAYED NTH A CLEAR CURING COMPCUND.
INSTALL SIGN
INSTALL SIGN
rn
X 0�
to 18" STANDARD
4
24" ARTERIAL
"NO PARKING EAST OF HERE"
"NO PARKING WEST OF HERE"
j
9�
cj
Lli
0-
rn
AT
CEMENT CONCRETE
In
z
TRAFFIC CONTROL &
SIGNAGE
M
228TH STREET DRIVEWAY
<
u_
0 a.
SCALE: 1 40'
w
LL.
z
C14
D
10
c) 0 0 1�
00 6�0
RAMP TEXTURING IS TO BE DONE
1 Opp
WITH AN EXPANDING METAL GRATE
PLACED AND REMOVED FROM WET 1/4"
9
51p
CONCRETE TO LEAVE A DIAMOND
. " _1�
I I
11/2' R
PATTERN AS SHOW. THE LONG AXIS
OF THE DIAMOND PATTERN SHALL
INSTALL
WHITE ARROWS AS SHOWN
INSTALL
WHITE ARROWS AS SHOWN
BE PERPENDICULAR TO THE CURB.
GROVES SHALL BE 1/8" DEEP AND
INSTALL
4" SOLID WHITE STRIPE
6p?
1 OtR
1 "R
1/4" WIDE. NOMINAL DIMENSIONS
TRACTION GRID TACTILE STRIP
INSTALL
"USE CENTER
SPECIAL SIGN
LANE FOR LEFT 12'
INSTALL
4" SOLID WHITE STRIPE
TACTILE STRIP (TYPICAL —ALL LOCATION), 12" WIDE
EXIT AFTER 12: 00 SUNDAYS"
INSTALL
"LEFT TURN ONLY" SIGN
0
a.
x
EXTRUDED CURB DETAIL
3t-611 2*— got
t—f—_
, "'Ai
(R3-5)
.5.
TRACTION GRID,
INSTALL
DOUBLE 4" YELLOW STRIPE
NO SCALE
INSTALL
WHITE TURN ARROWS
TYP.
INSTALL
'RIGHT TURN ONLY" SIGN
L1/2" MAX.
FRONT VIEW
12t'-18t'- 4p MIN.
(R3-5R)
INSTALL
14'
:::U,
RIGHT TURN ARROW 14' 12 17P
INSTALL
(R3-5R)
INSTALL
"RIGHT TURN ONLY" SIGN
------- ----
12" WHITE STOP BAR
1+
im
0
0
61—011— 40'
21/2 '!
BARS (2)
- - 1611
VARIES
INSTALL
(RI-1)
STOP SIGN
...........
8
P4
114
0 /U��,�#3
I OT] el
1
1/2"
got "'��13/16" DIA HOLES
5 CONCRETE
0 4 1
INSTALL
- -------
12" WHITE STOP BAR
INSTALL
(Rl—l)
STOP SIGN - — -----
II000.
q
c)
0
�t
En
Z
COMPACTED SUBGRADE.
M IN.
PPA-119 CURB & GUTTER ADD CRUSHED ROCK BASE AS REQ'D.
INSTALL
"EXIT ONLY" SIGNS
-11!1
Ott "t
. C",
m
10" MAX.
TrAr
E-4
(NEW CONSTRUCTION ONLY)
2" CLEARANCE TYP.
SIDE VIEW
co
u
NON —SHRINK GROUT
3:1 SAND AND CEMENT
Q
GROUT 1" DEPTH.
#6 BARS (2) 00
TRAFFIC CONTROL & SIGNAGE
TRAFFIC CONTROL & SIGNAGE
EASTERLY DRIVEWAY
WESTERLY DRIVEWAY
10
co
p
SCALE: 1"= 40'
SCALE: 1"= 40'
z
E-
TACP DRIVEWAY
z
0
E-1
z
BACK OF VARIABLE PER CODE_ 5' MIN
NOTES:
SIDEWALK—\ RAMP,
1. LONGITUDINAL TRENCH- 2" ASPHALT CLASS B
OVERLAY. SEE SEC. 10-3.b.l.d.
TYP.
SEE PLAN FOR WID.FH
TRANSVERSE TRENCH- 2" ASPHALT CLASS 8
OVERLAY WHERE MULTIPLE CROSSINGS BY SAME I
5t FLUSH 51 71
UTILITY. SEE SEC. 10-3.b.2.d.
I I I
PROPOSED
2. EXISTING PAVEMENT.
LTYPE "A" CURB —.aACONCRETE GUTTER CARRIED THROUGH INTERSECTION
0-4
BUILDING
1/2 R
3. LONGITUDINAL TRENCH- 6" ACP OR 2" ACP +
4" ATE) (SEE SEC. 1-03.b.l.c.) 5 2
12
& GUTTER
pq
-9:4
11' R 151/2'
FOR PAVEMENT
J:� DESIGN SEE
TRANSVERSE TRENCH- 8" ACP OR 2" ACP +
6" ATB (SEE SEC. 1-03.b.2.c.)
E--4
,u,
DETAIL
4. NATIVE MATERIAL, BANK RUN GRAVEL, OR
CONTROL DENSITY FILL. SEE SEC. 10-03 &
10-04.
L4" THICK CONCRETE
5. NEAT LINE CUT, CLEAN, HEAT & TACK EDGES
w/ SEALER SS-1 & SEAL w/ HOT ASPHALT CEMENT.
/2'p
E
SIDEWALK
TOP OF CURB
6. TEMPORARY RESTORATION OF TRENCHES FOR
D D
OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING
COLD MIX, ATB, OR STEEL PLATES.
12"
AT APPROACH
3D
7. PATCH SHALL BE MACHINE ROLLED FLUSH WITH
. . . . . . 24op
. . . . . .
1-0000000iI
=
E-4
(z)
EXISTING PVMPT. & SHALL BE PLACED PER SECTION
CALL 48 HOURS
5-04 OF THE WSDOT/APWA SPECIFICATIONS.
Z C)
CONCRETE BARRIER CURB
8. SEE TEXT SECTION 10-02 FOR DEPTH OF COVER.
E�E .... GUTTER SECTION
BEFORE YOU DIG
PIP
P4
�,V.
0:
0
r::�
UTILITY TRENCH
18"
1-800-424-5555
pc�
RESTORATION & BACKFILL
TRANSITION,
Pri
7
TYP.
0
NOSCALE
CITY of EDMONDS
ISOMETRIC VIEW SIDEWALK RAMP
W WIDE SIDEWALK)
E-4
APPROVED FOR CONSTRUCTION
HIGH TRAFFIC LOAD
jiT
e-A& F6tu,&v3jlj
11
sf
I C5 OF 6
ENGINEER Yb A TE
Jcp
1
NO:96-3027
SEC. 36 9TWP. 27 N. qRGE. 3 E. qW.M.
S T
TORM DRAINAGE NOTES GENERAL NOTES
(A I
1. PIPES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH
- PI THE CITY OF EDMONDS , WASHINGTON STATE DEPARTMENT OF
FA. THE ENGINEER SHALL PLACE A NOTE STATING THE MINIMUM TRANSPORTATION/AMERICAN PUBLIC WORKS ASSOCIATION 1994 0�
- I
PIPE SPECIFICATIONS ALLOWED PER THE DESIGN.
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
cc
B. ALL STORM SEWER PIPE SHALL CONFORM WITH CITY OF EDMONDS CONSTRUCTION, AND THE 1989 WSDOT HYDRAULICS MANUAL.
STANDARDS AND DIVISION 7 OF THE WSDOT/APWA SPECIFICATIONS. cl,
C. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR IF IN THE
OPINION OF THE CITY INSPECTOR, THE EXISTING 2. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO OFFSET FRAME & GRATE SO
FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE INSPECTION BY THE CITY INSPECTOR OR HIS DESIGNATED RESTRICTOR / POLLUTION DEVICE _CB 2 v
EXCAVATED BELOW GRADE AND BACK FILLED WITH COMPACTED REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE CONTRACTOR IS VISIBLE AT EDGE OF OPENING
GRAVEL MATERIAL TO SUPPORT THE PIPE. SHALL CONTACT THE CITY INSPECTOR TO SCHEDULE A AND DIRECTLY OVER LADDER DETENTION VOLUME, TOP= 365.00
PRECONSTRUCTION CONFERENCE. B I c
VOLUME REQUIRED= 3.565 C.F. C i
3. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, VOLUME PROVIDED-- 3,840 C.F.
THE FOLLOWING NOTES SHALL BE PLACED ON THE PLANS AS LL
APPLICABLE. LOGGING OR GRADING, THE SITE CLEARING LIMITS AS SHOWN ON TOP= ct i
THESE PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE �l
D. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF c I
PROJECT SURVEYOR OR ENGINEER. THE PROJECT SURVEYOR OR 04 A
THE PIPE OR PIPE ARCH IN LAYERS WITH A LOOSE AVERAGE ENGINEER'S NAME AND TELEPHONE NUMBER ARE GROUP FOUR, LL io
DEPTH OF 6", MAXIMUM DEPTH 8", THOROUGHLY TAMPING EACH 127 LF 72"0- CMP -!
LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE INC., (425) 775-4581. LIFT GATE ROD DETENTION PIPE m
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE 45' 2" AIR VENT
4. THE DEVELOPER AND PROJECT ENGINEER ARE RESPONSIBLE FOR CD
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL WATER QUALITY. A MONITORING PROGRAM SHALL BE ESTABLISHED STD. GALV. STL. 6" MIN.
(REFER TO WSDOT STANDARD THE PROJECT ENGINEER'S NAME AND STEPS & LADDER--------. OF 358.70
BE THE SAME AS DESCRIBED. BY THE PROJECT ENGINEER.
SPECIFICATION 7-04.3(3) AND STANDARD SPECIFICATION 2- PHONE NUMBER ARE GROUP FOUR, INC., (425) 775-4581.
03.3(14)C, METHOD B & C. 100 YR. EL.= 357.85,,�7
E. GALVANIZED STEEL CMP SHALL MEET THE REQUIREMENTS OF THE FOLLOWING NOTES SHALL BE PLACED ON THE PLANS AS 11 _z U
AASHTO DESIGNATION M-36, TYPE I AND TYPE 2. PIPE SHALL APPLICABLE: 11 _0 10 -YR. EL.= 356.87,7 SCALE: 1/2"= 1'
HAVE ASPHALT TREATMENT 1 OR BETTER. INV.= 356.80 _7z_ - -
MEET 5. ENGINEERED AS-BUILTS SHALL BE REQUIRED PRIOR TO FINAL ELBOW - SEE (6 ��I �N�
F. CORRUGATED ALUMINUM PIPE AND COUPLING BANDS SHALL INV. 356.00
APPROVAL. DETAIL RIGHT
THE REQUIREMENTS OF AASHTO M196 AND M197. 2 YR. EL.= 355.73
G. DOUBLE WALLED (SMOOTH INTERIOR) CORRUGATED POLYETHYLENE 6. ALL NATIVE GROWTH PROTECTION AREAS SHALL BE LEFT IN A PIPE SUPPORTS(S) /,w L
PIPE, MEETING THE REQUIREMENTS OF AASHTO M252 IN 8 INCH Yx 0.90GA. BOLT
SUBSTANTIALLY NATURAL STATE. NO CLEARING, GRADING,
SIZE AND AASHTO M294S IN SIZES 12"* THROUGH 36", IS AN OR IMBED 2" IN
I FILLING, BUILDING CONSTRUCTION OR PLACEMENT, OR ROAD
ACCEPTABLE ALTERNATIVE TO SCHEDULE A CULVERT PIPE, AS CONSTRUCTION OF ANY KIND SHALL OCCUR WITHIN THESE AREAS; WALL AT MAX. 3" SPA
�/ 14
SHOWN ON WSDOT/APWA STANDARD PLAN B-17 AND FOR STORM PROVIDED THAT INDIVIDUAL LOT LINKS MAY BE FENCED BY MIN. ONE SUPPORT SL= 0.5%
SEWERS IN ACCORDANCE NTH CITY OF EDMONDS STANDARDS. PROPERTY OWNERS; AND PROVIDED THAT UNDERGROUND UTILITY 12" RISER PIPE 3LF-36" CMP 3LF-36" CMP REMOVABLE WATER-
H. BAND SIZE SHALL BE 12" FOR PIPE LESS THAN 42" DIAMETER LINES AND DRAINAGE DISCHARGE SWALES MAY CROSS SUCH AREAS'
AND 49" X 33" ARCH PIPE. UTILIZING THE SHORTEST ALIGNMENT POSSIBLE IF AND ONLY IF TIGHT COUPLING
1. BACKFILL AROUND PIPE MUST BE COMPACTED TO A SPECIFIED NO FEASIBLE ALIGNMENT IS AVAILABLE WHICH WOULD AVOID SUCH
A CROSSING. REMOVAL OF VEGETATION BY THE PROPERTY OWNER INV.= 352.67
AASHTO T-99 DENSITY OF 90%. USE REASONABLE CARE IN SHALL BE LIMITED TO THAT WHICH IS HAZARDOUS. NO INV.= 352.00
HANDLING AND INSTALLAT10N. ADJUSTMENT TO THE BOUNDARY OF ANY SUCH AREA SHALL OCCUR
METAL PIPE SHALL HAVE NEOPRENE THE
J. ALL NON -PERFORATED WITHOUT FURTHER ENVIRONMENTAL REVIEW AND AMENDMENT OF ro
0
FOR PLAT APPROVED BY SNOHOMISH COUNTY. r.
GASKETS AT THE JOINTS. O-RING GASKETS MAY BE USED
WATERTIGHT SHEAR 3.68'.
TYPE F COUPLING BAND. CA 3. 68' 6" MAX.
K. A NOTE SPECIFYING THE GAGE AND BAND SIZE FOR ALL PIPES 7. PRIOR TO INITIATION OF SITE WORK, HIGHLY VISIBLE MARKERS GATE ASSY. 2� w
USED IN THE DESIGN SHALL BE PLACED ON THE PLANS. SUCH AS BRIGHT ORANGE BARRIER FENCING OF FLAGGING SHALL NOTE: :2 PLATE W/ ORIFICE= 3-3/16" 0 Ve,
2. CATCH BASINS AND MANHOLES BE USED TO IDENTIFY NGPA BOUNDARIES. PRIOR TO RECORDING, 1. METAL PARTS -CORROSION RESISTANT GALV. PARTS- -It
A. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE ALL NGPA'S SHALL BE CLEARLY AND PERMANENTLY MARKED ON THE RESTRICTOR PLATE ASPHALT TREATMENT 1. . I ELBOW DETAIL
NOTED. FEET APART AROUND THE PERIMETER OF THE NGPA. THE DESIGN O.C.(SHARP EDGED 2. IF METAL OUTLET PIPE CONNECTS TO CONCRETE PIPE,
B. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW FOR THE NGPA SIGN SHALL BE SUBMITTED TO WATER RESOURCES SHOP DRILLED) CA OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE _T NO SCALE
PROJECT SITE. SIGNS SHALL BE PLACED NO GREATER THAN 100 W/ ORIFICE 0= 11/16"
LINE SHALL BE A TYPE 11 CB OR LARGER (MANHOLE). FOR REVIEW AND APPROVAL. NO CLEARING OF ANY VEGETATION PIPE I.D. LESS 1/4".
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL OR GRADING IS TO BE ALLOWED WITHIN THE NGPA AREAS.
MANHOLE, INLET, AND CATCH BASIN FRAMES AND GRATES JUST
PRIOR TO POURING OF CURBS AND PAVING. SECTION
SECTION C�j
D. ALL GRATES SHALL BE DEPRESSED 0.1 FEET BELOW PAVEMENT NO SCALE �O
NO SCALE co 8
LEVEL. �E E �NT T �AN �K C4
0
BASIN FRAME AND GRATES SHALL BE OLYMPIC FOUNDRY "e-0
E. CATCH AD Typ E 2 54 CQ
MODEL 5435. 5435A. OR 50503A. LOCKING TYPE OR EQUAL.
MODEL 5435A IS REFERRED TO AS A "THROUGH CURB INLET" ON E-,
rim
THE PLAN. MODEL 50503A IS REFERRED TO AS A "ROLLED Z
GRATE INLET" IN THE PLAN. 2.0' 5p
PIPE SPECIFICATIONS
F. ALL TYPE 11 CATCH BASIN MANHOLES, INLET, AND CATCH MIN. TRASH
BASINS SHALL HAVE LOCKING LIDS. ROLLED GRATE NOT PLACEMENT REQUIREMENTS FOR CULVERTS AND STORM SEWER RACK
USE INSTALLATION SHALL BE AS INDICATED IN THE WSDOT/APWA USE 8" - 12", 0.02 FT. /FT. 2" ACP
APPROVED FOR OUTSIDE OF COUNTY RIGHT OF WAY OR FOR
SPECIFICATIONS SECTIONS 7-02 AND 7.04, RESPECTIVELY, AND HAND -PLACED
NTH TYPE 11 MANHOLE.
AASHTO SPECIFICATIONS. PIPE MATERIALS SHALL COMPLY NTH RIPRAP
G. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH SECTION 9-05 OF THE WSDOT/APWA SPECIFICATIONS WITH THE 0 O1O,_c, u 0 o lz�,O 0 Qf�.,.,, 0
FOLLOWING CLARIFICATIONS: ROCK
0 e"6 0 -1 00 On ),0- 14
BASINS AND MANHOLES EXCEEDING 5 FEET IN DEPTH. 'c >
I)o o 0 -,0 C' 0
z
04
THE PLANS AS 1. DOUBLE WALLED (SMOOTH INTERIOR) CORRUGATED POLYETHYLENE c::
THE FOLLOWING N07ES SHALL BE PLACED ON M 252 IN 8 INCH A5
APPLICABLE. PIPE, MEETING THE REQUIREMENTS OF AASHTO 1.11, p-, \ \ \,\ \ V C)
SIZE AND AASHTO M 294S IN SIZES 12" THROUGH 36", IS AN MIN. Q_
3. PRIOR TO SIDEWALK CONSTRUCTION, CONSTRUCT THE LOT ACCEPTABLE ALTERNATIVE FOR SCHEDULE A CULVERT PIPE, AS SHOWN ASPHALT
CONNECTIONS AND/OR STUB OUTS BEYOND SIDEWALK. ON WSDOT/APWA STANDARD PLAN B-17 AND FOR STORM SEWERS IN 0-
DRAINAGE ACCORDANCE WITH THESE STANDARDS. ca
STUB OUTS SHALL BE MARKED WITH A 2" X 4" AND LABELED ko CID
-5.2 m
"STORM". LOCATIONS OF THESE INSTALLATIONS SHALL BE 5'- 72
THE ENDS OF THE PIPE SHALL BE BEVELED TO MATCH THE SLOPE. RIPRAP 0 All
PLACED ON THE AS -BUILT CONSTRUCTION PLANS AND SUBMITTED CORRUGATED POLYETHYLENE PIPE SHALL NOT BE USED WHEN BEVELED NOTE: GROUT IN Ill
SLOPES ARE FLATTER THAN 4:1. FOR ANY PIPE LENGTH SECTION 0.02 FT. /FT.
TO THE CITY. pq
THAT IS TO BE BEVELED ON THE END, THE MINIMUM LENGTH OF THE THE 1.11' DEPTH IS BASED ON 1' FB ABOVE 100YR*. PLACE ko
PONDS NTH SIDE SLOPES STEEPER THAN 3:1 SHALL UNBEVELED PORTION OF THE PIPE SHALL BE 6 FEET. 5" TYPICAL c\1 ir.
4. DETENTION 1=1
REQUIRE A PERIMETER FENCE PER CITY OF EDMONDS CODE. v"
THE PIPE SHALL BE INSTALLED IN A DESIGN A TRENCH AS SHOWN ON b DRIVEWAY
SIDE SLOPE AVERAGING SHALL NOT BE ALLOWED. 1310FILTRATION SEED MIX: 1 2tv PIPE O.D,.l 12)p 12"
STANDARD DRAWING 9-210. FOR BURIAL DEPTHS EXCEEDING 15
5. STORM WATER RETEN TiON /DETENTION FACILITIES, STORM FEET, THE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE TALL FESCUE 66.67%
DRAINAGE PIPE AND CATCH BASINS SHALL BE FLUSHED AND MANUFACTURER'S RECOMMENDATIONS AND THESE STANDARDS. 15.80%
SEASIDE BENTGRASS
CLEANED PRIOR TO THE CITY OF EDMONDS ACCEPTANCE.
2. IN PRIVATE DEVELOPMENTS, THE USE OF NON -SMOOTH INTERIOR MEADOW FOXTAIL 9.21% X z
s CORRUGATED POLYETHYLENE (AASHTO M-294, TYPE "C-) IS ALLOWED, ALSIKE CLOVER 5.92% CONCRETE C
RIPRAP SPECIFICATIOINA EXCEPT WHERE THESE INSTALLATIONS ARE OR CAN REASONABLY BE MARSHFIELD BIG TREEFOIL 0.88% E-4
EXPECTED TO BECOME PART OF THE COUNTY MAINTAINED DRAINAGE C_�
1. ALL RIPRAP PADS SPECIFIED AS 12" IN DEPTH ARE TO BE REASONABLY SYSTEM. INERT MATTER 1.47% TYPICAL ID z
WELL GRADED WITH ROCK GRADATION AS FOLLOWS: WEED SEED 0.05% 11`_�
MAXIMUM STONE SIZE 8" OR PASSING 8" SQUARE SIEVE 100% 3. GALVANIZED CORRUGATED STEEL PIPE SHALL HAVE ASPHALT 4 NO SCALE
MEDIUM STONE SIZE 6" OR PASSING 6" SQUARE SIEVE 40-60% COATING TREATMENT I AS SPECIFIED IN WSDOT/APWA SPECIFICATION U)
MINIMUM STONE SIZE 2" OR PASSING 2" SQUARE SIEVE 0-10% SECTION 9-05.4(3). ALUMINIZED STEEL PIPE MAY BE USED
WITHOUT TREATMENT 1.
RIPRAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE
WSDOT/APWA STANDARD SPECIFICATIONS. 4. PWRIB SEAMLESS GRAVITY SEWER PIPE AND FITTINGS CONFORMING
2. ALL RIPRAP PADS SPECIFIED AS 24" IN DEPTH ARE TO BE REASONABLY TO ASTM F794 AND UNI-B-9 FOR 8"-15" DIAMETER; ULTRA -RIB PVC
WELL GRADED NTH ROCK GRADATION AS FOLLOWS: STORM SEWER PIPE CONFORMING TO ASTM F794 & UNI-B-9 FOR 8"-24"
MAXIMUM STONE SIZE 24-(NOMINAL DIAMETER) DIAMETER; AND ULTRA-CORR PVC SEWER AND DRAIN PIPE CONFORMING
MEDIUM STONE SIZE 16" TO ASTM F949 AND ASTM F794. CAST IRON LOCKING 1. ALL STEEL PARTS MUST BE GALVANIZED z 04
MINIMUM STONE SIZE 4" MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "SD": RING AND COVER q & ASPHALT COATED (TREATMENT 1 OR -1!4
BETTER)
DETENTIOIN' TA111111K -PLAIN CONCRETE. CEMENT CONC. R/W LINE
-DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52). 2. THE CULVERT ENDS SHALL BE BEVELED
PIPE SPECIFICATIO'N's -REINFORCED CONCRETE PIPE. CLASS 4000 30" SQ. PAVED 13 TO MATCH THE SIDE SLOPE. FIELD CUT
- 1 13 OF CULVERT ENDS IS PERMITTED WHEN
-GALVANIZED CORRUGATED IRON OR STEEL PIPE (SEE NOTE 3). SURFACE APPROVED BY THE ENGINEER.
GALVANIZED STEEL PIPE -GALVANIZED STEEL SPIRAL RIB PIPE, TREATMENT 1 THROUGH 6.
GALVANIZED STEEL CMP SHALL MEET THE REQUIREMENTS OF AASHTO -CORRUGATED ALUMINUM PIPE. 13 L_j
DESIGNATION M-36, TYPE i AND TYPE 2. PIPE SHALL HAVE ASPHALT -ALUMINUM SPIRAL RIB PIPE. 04 TREATED AS SHOWN IN THE STANDARD
-ALUMINIZED TYPE 2 CORRUGATED STEEL (MEETS AASHTO -
TREATMENT 1 OR BETTER. TREATMENT M274 AND M56). lv. SPECIFICATIONS OR GENERAL
CORRUGAT - 3 X 1 G9RRHGA:FF=9 HIGH I 9ENSITY P196YETHYLENE PIPE (GPEP) 6" GASKETED SPECIAL PROVISIONS. z
CORRUGATION - 2-2/3XI/2 ION -1 - � 4� 4,ill m%1r, I _ ___ - . - 1 14)' 1 7 /A" rmA (-,KAnr)TP AARCZ -1 1- A" - V . . r. - rf)
PIPE
ARCH
GAGE
BAND
12"-36"
17xl 3 - 42x29
16
12"
42"-54"
16
21
60"
49x33
14
21
66"-90"
57x38 - 64x43
12
2
96"
1 71x47
10
24"
177x52 - 83x57
8
24"
PIPE
ARCH
54"-120"
126--138"
4001 - 112x75
144"
117x79 - 137x87
142 - 91-
WIGATED 1 1IGI 1 BENSITY POI=YE:Fl IYEENE PIFt (GPEP)
eE)RRU TEB (SEE IiiefE
I Z_ I v
SLEEVE
WAr - -
OR MECHANICAL
- - __ 1-11
W/'ENDS WELDED TO BAR SPACING
BARFRAME
CALL 48 HOURS
51HEILE WAEE-,-FI3EEY -1.
-POLYVINYL CHLORIDE (PVC) SEWER PIPE.
-HIGH DENSITY POLYETHYLENE PIPE (HDPP).
FIBER JOINT
PACKING
PLUG
4'p
3/4" DIA BAR
FRAME
BEFORE YOU DIG
Z C)
-PVC SMOOTH INTERIOR NTH CORRUGATED RIB EXTERIOR (SEE NOTE 4).
10, 12)?
- &_
I
1-800-424-5555
MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "CP":
)I
pl;
20
-PLAIN CONCRETE, 1 4"
-DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52). ED 0
CORRUGATED ALUMINUM PIPE -REINFORCED CONCRETE PIPE. 12" CAST IRON BEVELED PIPE END SECTION 2%5" ANCHOR STRIPS WELDED TO
GE)RRUGATE9 I "Gil BENSIT* P9I:*E:FH*I:E?4E PIPE (GPEP)
Sid e:FI I iNTERIGR (SF:F= NE)TE 1). PAVED AREAS LOCKING RING & COVER 3/4- DIA. BARFRAME. 4 PLACES CITY of EDMONDS
CORRUGATED ALUMINUM PIPE AND COUPLING BANDS SHALL MEET THE SPACED UNIFORMLY. FASTEN W/ 1/2" E__4
REQUIREMENTS OF AASHTO M196 AND M197. -POLYVINYL CHLORIDE (PVC) SEWER PIPE. GALV. OR NON -CORROSIVE BOLTS 04
HIGH DENSITY PG6*ETIPP1l PIPE 019PP). COUPLING NUTS. APPROVED FOR CONSTRUCTION
CORRUGATION - 2-2/3X1/2 CORRUGATION - 3 X 1 -PVC SMOOTH INTERIOR NTH CORRUGATED RIB EXTERIOR (SEE NOTE 4).
PIPE
ARCH
36"-60"
66p'-721f
78"-96"
60x46 - 95x67
1106"-144"
103x7l - 112051
PIPE
ARCH
GAGE
BAND
12"-27"
17x13 - 42x29
16
12"
30"-36"
28x3O - 35x24
14
21
42"-54"
42x49 - 49x33
12
21
1 60"
15708 - 64x431
10
1 24�
MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "RCP":
-REINFORCED CONCRETE PIPE. TRASH RACK DETAIL S.RT C6 OF 6
O.",et If I.A., ff.61-uAkAj 3, 1
-DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52). NO SCALE7 *'CITY ENGINEER -ODAITE 1111 - �__
tj NO: 96-3027
SEC. 36 JWP. 27 N qRGE. 3 E qW.M.
L=P
4 CPR
V 64.
U)
Eq C�
Q0
PAVE
D Y�"
+
SCALE: 1" = 20'
CONTOUR INTERVAL — 5'
f) In n 20 40
70 =j 6B ME 11mll
<
INtl=-J150-64 �12 HIC PAVFD
('1-'A\J--L UPIvi.-
J62 .21 6 /?C10
-jh.DATUM: CITY OF EDMONDS SANITARY SEWER
IN tl= J5J- 00�
BENCH: TOP OF MANHOLE 228th ST. S.W. &
m
\HC
Q
I I 93rd PL. W. ELEV.= 360.95
-�A
CONC. WALL
.�A
ij
2 Q
IZI
7-9
ap 6 IV14
"w-
Fc
IV,6
00
SID -,f- .7
4000;
j
0
21,
y
7)
0
72
0
'10;0e
0\
1p
"i'o-0.0,
.00-01
_6
7
\INV
n A
54
Jy
.00
R A
00 . :'. '\,.. -
\V1
00.
%
X,
'N.
A
J
-V
7-0111�==I15A' 06,1v
A
\IN A6\
:69
J(
Z-X.\ IN
�,�J. )v
W,
T)
W,
:%
A
/7
X
949, 75
IN
V�: N.
01
HOUSE
<j
c
z X. C9
V)
INII=J64 &Y
LEGEND
0 SANITARY SEWER MANHOLE
0 STORM DRAIN MANHOLE
13 CATCH BASIN
N WATER VALVE
�; HYDRANT
(-0- UTILITY POLE NTH GUY
M TELEPHONE VAULT
* LIGHT POLE
M GAS VALVE
CON I FER
DECIDUOUS
VERTICAL CURB
EDGE OF PAVEMENT
BOUNDRY
x FENCE
ROCKERY
RETAINING WALL
CENTERLINE
PROP. CORNER
CITY of EDMONDS
APPROVED FOR CONSTRUCTION
�- I
IPA
5 �
.0",
9
cr,
sq
Ld
1.6
z
all
0 5.
'1�1 mo
0 :'.4 Z
6 w
s
0-
EW-
zo
0
�Ip
P4
c\j
C11
z
00
z
c\1
Z
Z
E-4
E-I
z
0
E"
0
z
<1
U)
c)
TY ENGINEER
.3
HT C I OF 6
1�kB NO:96-3027
SEC. 36 ITWP. 27 N. qRGE. 3 E. qW.M.
P4 PEP
fj
4 12 " CUP
!2 9 " tOW
10
4' CHAIN ZINA
2, ROCK�
)�n C23
0� %
0'' /Ale.
Or.
/r
m
T k=J
OIR 5J 79
V=946. 96
m:
X 9
70P=J54 09
INV=J5.1.9,9 6
gg 6 Rcp
PUE TO bONST`kqCTION OF
NEW 13UILDN\G.)
70-11=J.55.-10
'lNil=949 75.1
7N-=J-5-� 06
IN'
7-
ct
c
Z� 7(1�0= Je
20 6" /'N
J92 2�9 (.1 P Ld
z
Lli
,14 tZV >
z
c*q .....
r7
z
INI,' --J'5j,5� C',lh
c c c C
111, C9
/T'/
//Vl =_T-5,51 v_() 6, 0116- 'ltlpzz_ (12FIc-
.3�51 5 93 6, pr c7p
J5,56,5 t7 /?Cp
h1v I.-'- 34N 0/ /2" q6)-
c c N 88*41'25" W
Ld
Z_'k CH
70P=_5'Cf,_' Q
� �'_ /' , Fr�l
000
I`WlZi� roN
110
-24
701��=J��' - ' 2, 9
7L)
1
c'l 0.—
EXIS71NG TREE
TO REMAIN
(Typ-)
CLEARING LIMITS.
(Typ.)
_;Ooel"Nc��
EXISTING
CONTOUR
Typ.
0000 dool
D75T
SEDIMENT TRAP
N 88*41'25" W
SCALE: 1" =20'
CONTOUR INTERVAL = 2'
20 0 20 4 0
11 i
I m ME mmmmmm
CONSTRUCTION SEQUENCE
1 . ATTEND PRE —CONSTRUCTION MEETING.
2. FLAG CLEARING LIMITS.
3. INSTALL FILTER FENCE.
4. INSTALL TEMPORARY SEDIMENT POND & TEMPORARY SWALES.
5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. (WHEN NEEDED)
6. CLEAR AND GRUB SITE TO LIMITS OF CLEARING AS SHOWN
ON PLANS.
7. ROUGH GRADE SITE AND STABILIZE EXPOSED SOILS PER NOTE.
8. INSTALL UTILITIES (POWER, STORM, SANITARY, ETC.)
9. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION.
10. FLUSH STORM DRAINAGE SYSTEM (IE., CLEAN OUT &
TEST SYSTEM).
11. REMOVE ALL TESCP FACILITIES ONLY WHEN ENTIRE
SITE IS STABILIZED.
STABILIZATION OF EXPOSED AREAS
ALL t)UILti LXHU�')ED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED
BY SUITABLE APPLICATION OF BMPs, INCLUDING, BUT NOT LIMITED TO
SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR
MULCHING. ALL BMPs SHALL BE SELECTED, DESIGNED, AND MAINTAINED
IN ACCORDANCE WITH 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 1 THROUGH SEPTEMBER 30.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
CITY of EDMONDS
APPROVED FOR CONSTRUCTION
CITY ENGINEER
z
0
6
z
a%
T
m
�4
c*
C�2
Z
co
0
E-
0
En
C\l
ol
z
z
ko
.tt E-
�17
0
z
P-4
z
E4
qg�
'/�
0
P9
E-4
cn
E7-4
T C2 OF 6
0
0
�_4
E-4
P-4
u
JOB NO: 96-3027
SEC. 36 9TWP. 27 N. RGE. 3 E. qW.M.
FILTER FABRIC-MIRAFI- 2"x2"xl4 GA. WIRE MESH
140N OR EQUAL, ATTACH OR EQUAL (OPTIONAL, SEE 2X4 DOUGLAS FIR
NOTES 4 & 6) NO. 1 GRADE OR
SITE GRADING AND T.E.S.C. NOTES- GENERAL NOTES W/ STAPLES OR WIRE RINGS 3/4"-11/2" DIA. EQUAL ALT-STEEL
1. TESC MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE WORK 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH WASHED GRAVEL FENCE POST 18" MIN.
THE CITY OF EDMONDS, WASHINGTON STATE DEPARTMENT OF EACH SIDE GRAVEL (12" MIN, DEPTH)
(SEE ATTACHED DETAILED DRAINAGE PLAN). TRAN SPOR TATI ON /AMERICAN PUBLIC ' WORKS ASSOCIATION 1994 6"
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
2. PUBLIC STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS
CONSTRUCTION, AND THE 1989 WSDOT HYDRAULICS MANUAL, q0 0:0 1 0 C4
C14
DURING EXCAVATION AND FILL OPERATIONS. P0
C
0 0 to 0
0
7
7
to 77-777-
3. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY
LO
CONSTRUCTED PRIOR TO ANY GRADING 2. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO
SHALL BE
OR EXTENSIVE
INSPECTION BY THE CITY INSPECTOR OR HIS DESIGNATED
LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY 11 11 11 12 M
REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE CONTRACTOR L
EROSION/SEDIMENTATION CONTROL . . ......
PLAN. THESE FACILITIES
0
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND PRECONSTRUCTION CONFERENCE. FILTER
LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE J_LSEE NOTES 2 & 6)1 FILTERED
EROSION HAS PASSED. SHALL CONTACT THE CITY INSPECTOR TO SCHEDULE A I - No I to FABRIC Z UJ
VARIES
WATER
3. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, TYP. rA
LOGGING OR GRADING, THE SITE CLEARING LIMITS AS SHOWN ON BURY FILTER FABRIC IN
A GRAVEL -FILLED TRENCH
4. NON-COMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS, THESE PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE ELEVATION SECTION
WATER QUALITY REQUIREMENTS AND/OR CLEARING LIMITS MAY PROJECT SURVEYOR OR ENGINEER. THE PROJECT SURVEYOR OR
RESULT IN REVOCATION OF PROJECT PERMITS, PLAN APPROVAL ENGINEER'S NAME AND TELEPHONE NUMBER ARE GROUP FOUR, CL
AND BOND FORECLOSURES. NOTES:
INC., (425) 775-4581. >
1 THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE cro
5. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY,
FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, NTH A
ESTABLISHED GROUND COVER THAT FULFILLS THE REQUIREMENT OF
MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST.
THE APPROVED CONSTRUCTION PLANS.
2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE
I FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' APART AND DRIVEN FILTER FABRIC IS TO BE
6. ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE z
w -v
SATISFACTION OF THE CITY SECURELY INTO THE GROUND (MINIMUM OF 30"). GRATE PLACED BETWEEN FRAME _j
INSPECTOR. THIS MAY BE 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8" WIDE AND 12" DEEP, UPSLOPE AND AND GRATE.
ACCOMPLISHED BY DISCING, RAKING, HARROWING OR OTHER ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
ACCEPTABLE MEANS. PERFORM ALL CULTURAL OPERATIONS ACROSS AS REQUIRED 100' MIN. EXCEPT 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE
OR AT RIGHT ANGLES TO THE SLOPE. IF NECESSARY, SURFACE MAY BE REDUCED TO 50' MIN. FOR SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-
-_�77
RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, SITES WITH LESS THAN ONE ACRE PROVIDE FULL WIDTH DUTY WIRE STAPLES AT LEAST 1" LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL
INTERCEPTOR EXTEND INTO THE TRENCH A MINIMUM OF 4" AND SHALL NOT EXTEND MORE THAN 30"
DIKE/SWALES, LEVEL SPREADERS, AND SEDIMENT OF EXPOSED SOIL. OF INGRESS/EGRESS ABOVE THE ORIGINAL GROUND SURFACE.
BASINS SHALL BE INSTALLED PRIOR TO SEEDING. AREA. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,
AND 20" OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT
7. ALL DISTURBED AREAS SUCH AS RETENTION FACILITIES, ROADWAY EXTEND MORE THAN 30" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT
BACK -SLOPES, ETC. SHALL BE SEEDED WITH A PERENNIAL GROUND BE STAPLED TO EXISTING TREES.
COVER GRASS TO MINIMIZE EROSION. GRASS SEEDING WILL BE 12" MIN. 6. WHEN EXTRA-STRENGrH FILTER FABRIC AND A 4' POST SPACING ARE USED, THE WIRE MESH
DONE USING AN APPROVED HYDROSEEDER OR AS OTHERWISE SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR
APPROVED BY THE CITY OF EDMONDS. WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING.
8. IMMEDIATELY FOLLOWING FINISH GRADING, PERMANENT 7. THE TRENCH SHALL BE BACKFILLED NTH 3/4" MINIMUM DIAMETER WASHED GRAVEL. FRAME -
8. FILTER FABRIC SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT
VEGETATION (CONSISTING OF RAPID, PERSISTENT AND LEGUME) 4p' 8" SPALLS NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABLIZED.
04
WILL BE APPLIED (MINIMUM 80# PER ACRE). THIS IS TO 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST
INCLUDE THE FOLLOWING: 20% ANNUAL, PERENNIAL OR HYBRID R 25.0', TYP. DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
RYE GRASS, 40% CREEPING RED FESCUE, 40% WHITE CLOVER. FABRIC CB PROTECTION CIO 11 LO
HYDROSEED REQUIRED.
NO SCALE
I 'c 0
9. FERTILIZER SHALL BE APPLIED AT 400# PER ACRE OF 10-20-20 NOTES: a.
(10 POUNDS PER 1100 SQUARE FEET) OR EQUIVALENT. 1. CONSTRUCTION ENTRANCE I SHALL BE USED FOR TIRE CLEANING/WASHDOWN ONLY. x
DEVELOPMENTS ADJACENT TO WATER BODIES SHALL USE NON- GENERAL CLEAN I NG/WASH DOWN (CONCRETE BOOMS, ETC.) SHALL OCCUR AT
PHOSPHOROUS FERTILIZER. APPROPRIATE OFF -SITE LOCATIONS.
2. HAZARDOUS CONDITIONS MAY EXIST NEAR THE CONSTRUCTION ENTRANCE NOTES:
10. THESE PLANS INDICATE CUT AND FILL SLOPES WHICH LOCATION (OVERHEAD POWER, ETC.). THEREFORE, IT SHALL BE THE FULL 39 30 m
RESPONSIBILITY OF THE CONSTRUCTION ENTRANCE USERS TO EMPLOY SAFETY
EXCEED A MAXIMUM OF TWO FEET HORIZONTAL TO ONE FOOT PRECAUTIONS AS DEEMED NECESSARY. 1 MAXIMUM IMCLINATION OF THE SLOPES ABOVE AND BEHIND ROCKERIES SHOULD 0
VERTICAL (2:1), A ROCK OR CONCRETE RETAINING WALL MAY BE BE 2:1 (HORIZONTAL- VERTICAL). to
t
REQUIRED. ALL ROCK RETAINING WALLS GREATER THAN FOUR (4)
00 2. MINIMUM THICKNESS OF ROCK FILTER LAYER B 12 INCHES.
FEET IN HEIGHT ARE TO FOLLOW CITY SPECIFICATIONS AND TO - N
6 MIN.
c\j
BE DESIGNED AND CERTIFIED BY A GEOTECHNICAL ENGINEER EXPERIENCED ty 3. MINIMUM EMBEDMENT D = 12 INCHES UNDISTURBED NATIVE SOIL OR COMPACTED
IN SOILS MECHANICS. ALL OTHER CUT AND FILL SLOPES SHALL E-
6" MIN. FILL PLACED IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. 05
BE A MAXIMUM OF 2: 1. SWALE FLOWLINE CO
1 4. ROCKERIES GREATER THAN 8 FEET IN HEIGHT TO BE INSTALLED UNDER PERIODIC 114
SECTION OR FULL TIME OBSERVATION OF THE GEOTECHNICAL ENGINEER.
11. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND 5.--- RCJCK� C-l! ALL BE PLACED TO GRADUALLY DECREASE IN SIZE WITH INCREASING WALL
ADEQUATELY PROTECTED TO PREVENT - EROSION. HYDROSEED HEIGHT IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
PREFERRED. 5' 6. MINIMUM WIDTH OF KEYWAY EXCAVATION, W, SHALL EQUAL TO THE THICKNESS OF
f-TOP F SWALE THE BASAL ROCK (AS DETERMINED BY THE GEOTECNICAL ENGINEER'S DESIGN) PLUS E.
3
7. THE LONG DIMENSION OF THE ROCKS SHALL EXTEND PERPENDICULAR TO THE ROCK
6" MAX. c c 0 0 FLOW E FLOWLINE FACE TO PROVIDE MAXIMUM STABILITY.
� W( i ESWAL
0
MIN '0 �0
77,74--174
no
BERM AS REQV. 8. ROCKS SHALL BE PLACED TO AVOID CONTINOUS JOINT PLANES IN VERTICAL OR t74 ol
E-
LATERAL DIRECTIONS. EACH ROCK SHALL BEAR ON TWO OR MORE ROCKS BELOW IT,
, ZN
WITH GOOD FLAT -TO -FLAT CONTACT.
_L6" MIN./ 1' MAX.
KEY ROCK INTO
SWALE 3" MIN.- LEGEND:
SUMP TO BE INSPECTED DAILY CLEAN
2 INCH TO 4 INCH QUARRY SPALLS FREE OF ORGANICS, WITH LESS THAN 6
1'6" MIN. DEPTH WHEN DEBRIS EXCEEDS 1/2 DEPTH PERCENT FINES (SILT AND CLAY PARTICLES PASSING THE NO. 200 MESH
t
ROCK TO BE 4" MINUS QUARRY SPALLS SIEVE).
co
TEMPORARY GRAVEL SLOPE - 0.5% MIN. to 0 co
SURFAC "t �_ 0
IL I - 10.0% MAX. TYPICAL CHECK DAM DETAIL E SEAL; MAT CONSIST OF IMPERVIOUS SOIL OR A FINE FREE DRAINING P = ��'
CONSTRUCTIO14 ENTRANCE NO SCALE- GRANULAR MATERIAL, BOTH OVER FILTER FABRIC OR LEAN CONCRETE.
1 . INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF
ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE GRAVEL
CQ
UNDISTURBED FIRM NATIVE SOIL.
SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE
FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED
ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED,
THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
2. AGGREGATE: 4" TO 8" QUARRY SPALLS. 4 DESIGNATES SIZE OF ROCK REQUIRED, I.E. 4 MAN.
0
EURFACE AREA DETERMIN 4' MIN. RIPRAP E-4
3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 6 AT TOP OF WEIR 0
1' OVERFLOW �17
MINIMUM 4 INCH DIAMETER UNDERDRAIN PIPE CONFORMING TO SECTION 7-01
INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT ------------------- 1' MIN OF THE WSDOT/APWA SPECIFICATIONS. SUCH PIPE SHALL BE BEDDED ON AND
j>iA L .-I DIrIv
3.5'- 5. 0'
4. WASHING: IF COND111ONS ON THE SITE ARE SUCH THAT MOST OF t Z_
THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE FLAT BOTTOM, EL.=
LEAST 50 FEET. 1' MIN SURROUNDED BY 2 INCHE TO 4 INCH QUARRY SPALLS AS DESCRIBED ABOVE.
INCHES THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR DEPTH (MIN.)
GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC 2.1 MA)('
NOTE: /4"-1.5" -
ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A 3 PAVING E4
WORK ZONE WASHED RAVEL]
SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO TRAP MAY BE FORMED BY BERM OR DISCHARGE TO STABLIZER WHERE 0 0 Q
MAKE WASHING MORE CONVENIENT AND EFFECTIVE. BY PARTIAL OR COMPLETE EXCAVATION. GEOTEXTILE- CONVEYANCE, OUTLET OR 0(3
REQ'D, 6� . 0
LEVEL SPREADER 00
2"-4" ROCK
5.
MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A 1 2' MIN
CONDITION MICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC CROSS-SECTION 00
RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH EXISTING
D
STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT ANY GRADE
STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, 6' MIN.
WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS
MUST BE REMOVED IMMEDIATELY. B
7
1' MIN. DEPTH OVERFLOW SPILLWAY W
rr)k V
NATIVE SOII OR cl)
COMPACTE
/>1 MIN. 1' DEPTH
BACKFILL
2"-4" ROCK R CKER ETAI c
M Z Z C)
V 0
TI CUT Ov
SILTATION BARRIERS GEOTEXTILE MIN, 1' DEPTH _NA VE EYR 4p
3/4*-1.5" WASHED
TRAP OUTLET GRAVEL
1. SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH le!4
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE MAINTENANCE NOTES: W
ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT C)
UNDERCUTTING BENEATH BALES. NECESSARY REPAIRS TO BARRIERS OR REACHES 1 ' O'IN DEPTH.
REPLACEMENT OF BALES SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES CITY of EDMONDS
DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE BE REPAIRED. E-4
REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF APPROVED FOR CONSTRUCTION
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE S E D IIVAIENT TRAP DETAIL CALL 48 HOURS
AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED 6 BEFORE YOU DIG
TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. NO SCALE - p "- SHT C3 OF 6
1-800-424-5555 4V CITY ENGINEER 1-6 A _rE7
- JOB NO: 96-3027
SEC. 36 ITWP. 27 N. RGE. 3 E. 1W.M.
c
INUET �7. cg ZX CZ9
T 364.60 �9 -
Z9QADuUST TOP- 64.5
IN 362.81 INV�J62 29 6 " plIC 1NV=J64.,5_9
96,72,9 g" n/p
J52.21 6, /?C/- Lij
26LF-8"CP 0 2.0% z
P,4 1 E9 Imij
riOTE: 70/E jCL5,-?/ 0
llvtl= 304 0/ 12 Rcp
INSTALL DISABLED PARKING SIGNS
cs 8 E 1
BLDG IN FRONT OF THE CENTER OF
N. 9678.97. E. 9872.88
EACH HC STAH AT A mainUT f%C'
3-5'. LETTERING SHA INCLUDE: cy �l I V. 3 9.25
-STATE DISABI Fn;,: AQkl P_ prourr
li 'Jlb I
REQUIRED
ONC ETE ARRI R rl 19A N
SIGNS, -A' AN SPACES SHA L INCLUDE
<
LF.TTERINQ NVAKI ArtflrColo -SIDE-WA t%n 0
P4 I CO
CO-
J62 75 9 P VC
'ii% A/c
Hc
0
V
B U G
!#O�
+
WEST
!d A
4
4.
A
+
4
A
';'MVWT11vRAIN
I WER To 4XI TI_
AINAG
N
4'
2'ROCA�Rr
En C23 C::3
%
.00
0
-4
AV'
CHAPEL
�151. -
0005�
DATUM: CITY OF EDMONDS SANITARY SEWER
_,j YV
LEGAL DESCRIPTION:
DnDTlf-i
or-LiLivy 11 Or ME Nt 1 4, NE 1 4. SEC.36-TWP27N-R3E
R6 / RAIN THER LETTERING.
YA lb WHEEL S LOTS 8, 9. AND 10, BELT ADDITION NO. 6 AND ALL
CO,NNECT r0_ T00/_3 OF PLANTZ ADDITION.
C-VICTIKI f% r%E% A i lk I A F%I- A. I r r r - r .
LEGEND
Ac,5 - EXISTING CONTOUR
PROPOSED GRADED CONTOUR
-SD- EXISTING STORM DRAINAGE
_S0- PROPOSED STORM DRAINAGE
_ss- EXISTING SANITARY SEWER
-SS- PROPOSED SANITARY SEWER
- w - EXISTING WATER
- w -PROPOSED WATER
10 EXISTING CB, TYPE 1
FOR PROPOSED CB, TYPE 1
EXISTING CB, TYPE 2
PROPOSED CB, TYPE 2
GO) EXISTING SSMH
PROPOSED SSMH
69 PROPOSED DOMESTIC WATER SERVICE METER & BOX
N WATER VALVE
:g HYDRANT
c -o- UTILITY POLE NTH GUY
r_Tj TELEPHONE VAULT
LIGHT POLE
GAS VALVE
-�y,-CMA� EXSITING CONIFER TREE & TRUNK DIAMETER
G "ORIIAMENTAL EXISTING DECIDUOUS TREE & TRUNK DIAMETER
VERTICAL CURB
EDGE OF PAVEMENT
BOUNDARY
x EXISTING FENCE
':3 - c3 c:3 ':' ':3 ':3 c3 EXSITING ROCKERY
EXISTING RETAINING WALL
CENTERLINE
PROP. CORNER
O#D DRIVEWAY 0. v TO REMAIN NOTES:
�lca)
(TYP.) 1. A COORDINATE LISTING, OR EQUAL, OF THE PROVIDED DRAINAGE
TIONS IS AVAILABLE AT GROUP FOUR, INC.
N, STRUCTURE LOCA
1�14ANDICAP RA
BOTH SIDE!U 2. ALL NECESSARY OFF -SITE CONSTRUCTION ESMT'S AND PERMITS
SHALL BE OBTAINED PRIOR
op
J90 TO COMMENCING CONSTRUCTION.
.00,
CB 3. 'fYPE 1* NOTE:
N. 9497' 5 E. ---9741.48 CUT ROCKERY 9 A SEPARATE PERMIT IS REQUIRED
TOI I TIJ. 3 FOR ALL ROCKERIES OVER 4 FT.
P 3561�
IN HEIGHT.
INV. 351.66
EXISTING
14L.F- 12 SD CONTOUR
0 2.43% AL
4 b4 --A TYP.
1. 54-.TYPE\2 d0ow
rA
FFIC FLOW 7A
CONTROL STUCTURE
�l Ws Typ.
w/SOLID LOCKING kJD %
0
N. 9487.34, E. 975b.54 (STR)
TOP 360.37 TYPE 1
INV. 352.00 N. 943 E. 9833.3
6j.
INV. 358.85 (FROM BIOS`WALE) 15LF-1 2"SD TOP 36&15,E
OF 358.70 00.67% NV. 360.65
42�3 -INTAKE 1A
/TR
NOTE: OUTFALL 6A
\E..Ijw ASH RACK
& HEADWALL
REMOVE AIA, UNbSE6 -;.DRIVEWAY 4'x8'xl 0 DEEF
N. 9482.62, E. 975�.l 1 RAMP-q Amn':orp v 'UnTu DDAD Mk
INV. 359.00 1 1 1-11,
VERTICAL CURB% AN CONCRETE N.\19,418.04u. E. 9796.29
SIDEWALK. INV. 360.55
ALL
CB'S
ARE TYPE
1 UNLESS NOTED OTHERWISE.
ALL
PIPE
LABELED "SD"
CAN BE CMP, OR
CONCRETE.
ALL
PIPES
LABELED
"CP" SHALL BE CONCRETE.
ALL
PIPES
LABELED
"RCP" SHALL BE REINFORCED
CONCRETE
PIPE.
ALL
GRATES FLAT UNLESS
OTHERWISE NOTED.
CITY of EDMONDS
APPROVED FOR CONSTRUCTION
2
w
IZ61
F- F- m
0 (1) -1
0 0 0
00
a)
(3) 0)
zz
04 L0
V)
�2 �2 12
z Z Ld
Ld Ld m
M:2:2
:2.m 0
000
0 L) �::
i�: 3�: Ld
LLi LLj5
5;5� Ld
La W
cr_ w
C-)
Q U 0:
X W Ld
Lli w a-
CL CL C)
>: >: a:
Ld LLJ >
Lj
x
_: cl� vi
C2
C" 0
Z �O -4
p
C*
P.,
C)
.9
E.,4
E-
ce.
Q w
L)
C)
c�
z
L)
ko
CO
C)
z
�r-
kO
CQ
-tt E-4
ix _C4
Z
g4 ��
��l
0
E-4
Z
Z
W
E--i
z
E
�-�
cl)
0
C)
E4
AC I TrY �INEER���� �DAT
IT C4 OF 6
JOB NO:96-3027
SEC. 36 9TWP. 27 N. RGE. 3 E. qW.M.
NOTES: VE
SHOULDER- PAVEMENT Q V)
1. CONSTRUCTION OF CURB DETAIL SHALL BE IN ACCORDANCE WITH THE ('0
CURB STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION MY
PAVEMENT AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION N
AND THE AMERICAN PUBLIC WORKS ASSOCIATION. (WSDOT/APWA SPECIFICATIONS) a
cl
WIDTH 25'
25
UNLESS OTHERWISE MODIFIED BELOW. 7tr"
a
2" ACP PAVEMENT 2. ALL CONCRETE SHALL BE AIR ENTRAINED CONCRETE CLASS 3000. 228TH ST. - ---- ----- mic
1 "R
_2" AGG LEVELING COURSE 1 BATTER 3. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED, STEEL C4
51/2"
FORMS ONLY SHALL BE USED ON TANGENT SECTIONS, WOOD FORMS MAY BE SSING
4" AGG BASE-mCOURSE ------
�_=l I El I El I Ed I IE�l I I�Ed I 1= 0.05 FT./FT. USED ON CURVED SECTIONS.
Llr�= LII—=.Ll r= LHEE Lir= Llr�=. LIE. 4. FULL DEPTH EXPANSION JOINTS CONSISTING OF 3/8" MINIMUM PREMOLDED JOINT 25'
"M=ME— APPROVED SUBBASE NO -WAL
1/2-R MATERIAL SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS, AND AT POINTS
2 z
OF TANGENCY ON STREETS AND DRIVEWAY RETURNS. MAXIMUM SPACING SHALL BE P u Li
20 FEET. 4' C�l lz�lll L-11,11"
S 0 SI N 0
JOINT MATERIAL SHALL BE CONSTRUCTED AT INTERVALS OF 10 FEET. 1 0
61p L
6 5. CONTRACTION JOINTS (DUMMY JOINTS) CONSISTING OF 3/8" MIN. X 2" OF PREMOLDED x
12" 6. ALL JOINTS SHALL BE CLEAN AND EDGED. u (�A FF
z
7. FINISH SHALL BE A LIGHT BROOM FINISHED. 2 5;
44 en ui
8. FINISHED CURBS AND GUTTERS SHALL BE SPRAYED NTH A CLEAR CURING COMPOUND. INSTALL SIGN INSTALL SIGN
18" STANDARD
P'NO PARKING EAST OF HERE" NO PARKING WEST OF HERE"
6 "l/�
24" ARTERIAL
u w 4 rn
Ln
F- CEMENT CONCRETE
z TRAFFIC CONTROL & SIGNAGE Tcu
Ld
D V-499 z
0 - 228TH STREET DRIVEWAY
LL
SCALE: 1"= 40'
c�
V)
0
0
�?Q-Q 0
Q) 6.,:51 o 61" 6��, 0 Q) 0(-JO
RAMP TEXTURING IS TO BE DONE
1 Off WITH AN EXPANDING METAL GRATE
PLACED AND REMOVED FROM WET 1/410
5" CONCRETE TO LEAVE A DIAMOND
PATTERN AS SHOW. THE LONG AXIS INSTALL WHITE ARROWS AS SHOWN
OF THE DIAMOND PATTERN SHALL INSTALL WHITE ARROWS AS SHOWN
11 /2 R _1 1/2" R BE PERPENDICULAR TO THE CURB.
CD
GROVES SHALL BE 1/8" DEEP AND INSTALL 4" SOLID WHITE STRIPE <
1/4" WIDE. NOMINAL DIMENSIONS
60t Ln
1 11R --- CIO
1 "R INSTALL SPECIAL SIGN 121 <
. ... _ -.:I __,� �b 6- -_
TRACTION GRID TACTILE STRIP INSTALL 4" SOLID WHITE STRIPE (n
12
"USE CENTER LANE FOR LEFT
EXIT AFTER 12: 00 SUNDAYS"
INSTALL "LEFT TURN ONLY" SIGN 4%/0
W
TACTILE STRIP (TYPICAL -ALL LOCATION), 12" WIDE (R3-5)
911
DETAIL 2#- 3?-6" 29- 9
INSTALL DOUBLE 4" YELLOW STRIPE
NO SCALE TRACTION GRID,
INSTALL WHITE TURN ARROWS
INSTALL 'RIGHT TURN ONLY" SIGN
14'
(R3-5R)
ta7 0_� - - INSTALL "RIGHT TURN ONLY" SIGN
L1/2" (R3-5R)
MAX.
FRONT VIEW -ir 14' 17'
INSTALL RIGHT TURN ARROW 12' ------
CQ
12'P-18po 4' MIN. INSTALL 12" WHITE STOP BAR �0
61—Opp 4'3 6" co 0
21/2 "— INSTALL STOP SIGN ig
VARIES
(Rl-l)
/-U:��#3 BARS (2)
Z: 0 1/2"
5" CONC
1011 al
RETE INSTALL STOP SIGN
I—T ---ftft (Rl-l)
+= INSTALL 12" WHITE STOP BAI�
""_�13/16" DIA HOLES q,A - --------
COMPACTED SUBGRADE.
8
Fi;' M I N. ADD CRUSHED ROCK BASE AS REQ'D. INSTALL "EXIT ONLY" SIGNS CIQ
"A-1" CURB & GUTTER ft. ft-ft
10" MAX. IrAr-'
(NEW CONSTRUCTION ONLY) -_ --ft
0,4
2" CLEARANCE Ty SIDE VIEW
0 co
__ ftll�
NON -SHRINK GROUT
3:1 SAND AND CEMENT
z
GROUT 1" DEPTH.
#6 BARS (2) '_0
u I TRAFFIC CONTROL & SIGNAGE TRAFFIC CONTROL & SIGNAGE co �r._
to co
1* �, 0
EASTERLY DRIVEWAY WESTERLY DRIVEWAY
SCALE: 1"= 40'
SCALE: 1"= 40' Z
C__4 E
WHEEL STOP DETAIL cq 04 -el
NO SCALE
ACP DRIVEWAY C
E-4
z
BACK OF VARIABLE PER CODE 5' MIN.
SIDEWALK-\ RAMP, cl)
NOTES: TYP.
1. LONGITUDINAL TRENCH- 2" ASPHALT CLASS B
OVERLAY. SEE SEC. 10-3.b.l.d.
TRANSVERSE TRENCH- 2" ASPHALT CLASS B FLUSH 15' 71
SEE PLAN FOR WID FH OVERLAY WHERE MULTIPLE CROSSINGS BY SAME I 5p
UTILITY. SEE SEC. 10-3.b.2.d.
co
2. EXISTING PAVEMENT. /A
TION
"A" CUR
PROPOSED 9ACONCRETE GUTTER CARRIED THROUGH INTERSEC z
BUILDING 4" ATB (SEE SEC. 1-03.b.l.c.) 2 & GUTTER
1 R 3. LONGITUDINAL TRENCH- 6" ACP OR 2" ACP + B E4
51/2 231 R TRANSVERSE TRENCH- 8" ACP OR 2" ACP + 12
FOR PAVEMENT 6" ATB (SEE SEC. 1-03.b.2.c.)
2
DETAIL. I r : . I , 1,
DESIGN SEE 4. NATIVE MATERIAL, BANK RUN GRAVEL, OR
CONTROL DENSITY FILL. SEE SEC. 10-03 &
10-04.
PIP
I oil
5. NEAT LINE CUT, CLEAN, HEAT & TACK EDGES 1 1/2"
L4" THICK CONCRETE wl HOT ASPHALT CEMENT. E4
w/ SEALER SS-1 & SEAL 77, -7, 5
SIDEWALK
6. TEMPORARY RESTORATION OF TRENCHES FOR D 12
TOP OF CURB OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING I z
AT APPROACH COLD MIX, ATE3, OR STEEL PLATES. 3D 24pl
7 �31 0--4
7. PATCH SHALL BE MACHINE ROLLED FLUSH WITH . . . . . .
EXISTING PVM'T. & SHALL BE PLACED PER SECTION z
5-04 OF THE WSDOT/APWA SPECIFICATIONS. CALL 48 HOURS Z C)
CONCRETE BARRIER CURB 8. SEE TEXT SECTION 10-02 FOR DEPTH OF COVER. GUTTER SECTION BEFORE YOU DIG
UTILITY TRENCH 18" 1-800-424-5555
RESTORATION & BACKFILL 'TRANSITION, PL4
7 TYP. C
NO SCALE
ISOMETRIC VIEW SIDEWALK RAMP CITY of EDMONDS
(T WIDE SIDEWALK) E4
HIGH TRAFFIC LOAD APPROVED FOR CONSTRUCTION
e, A& 1:plruatv .-ttlq SqT C5 OF 6
AMEN&GINEER "DATE JC� NO:96-3027
SEC. 36 9T.WP. 27 N. qRGE. 3 E. qW.M.
STORM DRAINAGE NOTES
1. PIPES
A. THE ENGINEER SHALL PLACE A NOTE STATING THE MINIMUM
PIPE SPECIFICATIONS ALLOWED PER THE DESIGN.
B. ALL STORM SEWER PIPE SHALL CONFORM WITH CITY OF EDMONDS
STANDARDS AND DIVISION 7 OF THE WSDOT/APWA SPECIFICATIONS.
C. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR IF IN THE
OPINION OF THE CITY INSPECTOR, THE EXISTING
FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE
EXCAVATED BELOW GRADE AND BACK FILLED WITH COMPACTED
GRAVEL MATERIAL TO SUPPORT THE PIPE.
774E FOLLOWNG NOTES SHALL BE PLACED ON THE PLANS AS
APPLICABLE.
D. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF
THE PIPE OR PIPE ARCH IN LAYERS NTH A LOOSE AVERAGE
DEPTH OF 6", MAXIMUM DEPTH 8", THOROUGHLY TAMPING EACH
LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL
BE THE SAME AS DESCRIBED. (REFER TO WSDOT STANDARD
SPECIFICATION 7-04.3(3) AND STANDARD SPECIFICATION 2-
03.3(14)C, METHOD B & C.
E. GALVANIZED STEEL CMP SHALL MEET THE REQUIREMENTS OF
AASHTO DESIGNATION M-36, TYPE 1 AND TYPE 2. PIPE SHALL
HAVE ASPHALT TREATMENT 1 OR BETTER.
F. CORRUGATED ALUMINUM PIPE AND COUPLING BANDS SHALL MEET
THE REQUIREMENTS OF AASHTO M196 AND M197.
G. DOUBLE WALLED (SMOOTH INTERIOR) CORRUGATED POLYETHYLENE
PIPE, MEETING THE REQUIREMENTS OF AASHTO M252 IN 8 INCH
SIZE AND AASHTO M294S IN SIZES 12" THROUGH 36", IS AN
ACCEPTABLE ALTERNATIVE TO SCHEDULE A CULVERT PIPE, AS
SHOWN ON WSDOT/APWA STANDARD PLAN B-17 AND FOR STORM
SEWERS IN ACCORDANCE WITH CITY OF EDMONDS STANDARDS.
H. BAND SIZE SHALL BE 12" FOR PIPE LESS THAN 42" DIAMETER
AND 49" X 33" ARCH PIPE.
1. BACKFILL AROUND PIPE MUST BE COMPACTED TO A SPECIFIED
AASHTO T-99 DENSITY OF 90% USE REASONABLE CARE IN
HANDLING AND INSTALLATION.
J. ALL NON -PERFORATED METAL PIPE SHALL HAVE NEOPRENE
GASKETS AT THE JOINTS. O-RING GASKETS MAY BE USED FOR
TYPE F COUPLING BAND.
K. A NOTE SPECIFYING THE GAGE AND BAND SIZE FOR ALL PIPES
USED IN THE DESIGN SHALL BE PLACED ON THE PLANS.
2. CATCH BASINS AND MANHOLES
A. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE
NOTED.
B. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW
LINE SHALL BE A TYPE 11 CB OR LARGER (MANHOLE).
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL
MANHOLE, INLET, AND CATCH BASIN FRAMES AND GRATES JUST
PRIOR TO POURING OF CURBS AND PAVING.
D. ALL GRATES SHALL BE DEPRESSED 0.1 FEET BELOW PAVEMENT
LEVEL.
E. CATCH BASIN FRAME AND GRATES SHALL BE OLYMPIC FOUNDRY
MODEL 5435, 5435A, OR 50503A, LOCKING TYPE OR EQUAL.
MODEL 5435A IS REFERRED TO AS A "THROUGH CURB INLET" ON
-THE PLAN. MODEL 50503A IS--REFERRED-TO-AS A "ROLLED --
GRATE INLET" IN THE PLAN.
F. ALL TYPE 11 CATCH BASIN MANHOLES, INLET, AND CATCH
BASINS SHALL HAVE LOCKING LIDS. ROLLED GRATE NOT
APPROVED FOR OUTSIDE OF COUNTY RIGHT OF WAY OR FOR USE
WITH TYPE 11 MANHOLE.
G. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH
BASINS AND MANHOLES EXCEEDING 5 FEET IN DEPTH.
THE FOLLOWNG NOTES SHALL BE PLACED ON THE PLANS AS
APPLICABLE.
3. PRIOR TO SIDEWALK CONSTRUCTION, CONSTRUCT THE LOT
DRAINAGE CONNECTIONS AND/OR STUB OUTS BEYOND SIDEWALK.
STUB OUTS SHALL BE MARKED NTH A 2" X 4" AND LABELED
"STORM". LOCATIONS OF THESE INSTALLATIONS SHALL BE
PLACED ON THE AS -BUILT CONSTRUCTION PLANS AND SUBMITTED
TO THE CITY.
4. DETENTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 SHALL
REQUIRE A PERIMETER FENCE PER CITY OF EDMONDS CODE.
SIDE SLOPE AVERAGING SHALL NOT BE ALLOWED.
5. STORM WATER RETENTION /DETENTION FACILITIES, STORM
DRAINAGE PIPE AND CATCH BASINS SHALL BE FLUSHED AND
CLEANED PRIOR TO THE CITY OF EDMONDS ACCEPTANCE.
IL is
RIPRAP SPECIFICATION
1. ALL RIPRAP PADS SPECIFIED AS 12" IN DEPTH ARE TO BE REASONABLY
WELL GRADED WITH ROCK GRADATION AS FOLLOWS:
MAXIMUM STONE SIZE 8" OR PASSING 8" SQUARE SIEVE 100%
MEDIUM STONE SIZE 6" OR PASSING 6" SQUARE SIEVE 40-60%
MINIMUM STONE SIZE 2" OR PASSING 2" SQUARE SIEVE 0-10%
RIPRAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE
WSDOT/APWA STANDARD SPECIFICATIONS.
2. ALL RIPRAP PADS SPECIFIED AS 24" IN DEPTH ARE TO BE REASONABLY
WELL GRADED WITH ROCK GRADATION AS FOLLOWS:
MAXIMUM STONE SIZE 24"(NOMINAL DIAMETER)
MEDIUM STONE SIZE 16"
MINIMUM STONE SIZE 4"
IL I
DETENTION TANK IkIs
PIPE SPECIFICATION
GALVANIZED STEEL PIPE
GALVANIZED STEEL CMP SHALL MEET THE REQUIREMENTS OF AASHTO
DESIGNATION M-36, TYPE 1 AND TYPE 2. PIPE SHALL HAVE ASPHALT
TREATMENT 1 OR BETTER.
CORRUGATION - 2-2/3Xl/2 CORRUGATION - 3 X 1
PIPE
ARCH
GAGE
BANDI
12"-36"
17x13 - 42x29
16
12"
42"-54"
16
21 "
60"
4903
14
21 "
66"-90"
57x38 - 64x43
12
24"
96"
7lx47
10
24"
77x52 - 83x57
8
]24"
PIPE
ARCH
.54"-120"
126"-138"
40x3l 112x75
144"
117x79 137x87
142 91
CORRUGATED ALUMINUM PIPE
CORRUGATED ALUMINUM PIPE AND COUPLING BANDS SHALL MEET THE
REQUIREMENTS OF AASHTO M196 AND M197.
CORRUGATION - 2-2/3XII/2 CORRUGATION - 3 X 1
PIPE
ARCH
GAGEIBAND
12"-27"
17X13 - 42x29
16
12"
,30"-36"
28x3O - 35x24
42"-54"
42X49 - 4903
12
21
60"
157x38 - 64x43
10
24
PIPE
ARCH
36"-60"
66'P-72"
78"-96"
1 60X46 - 95x67
106"-144"'1103x7l
- 11�2xJ75
GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH
THE CITY OF EDMONDS , WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION/AMERICAN PUBLIC WORKS ASSOCIATION 1994
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION, AND THE 1989 WSDOT HYDRAULICS MANUAL.
ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO
INSPECTION BY THE CITY INSPECTOR OR HIS DESIGNATED
REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE CONTRACTOR
SHALL CONTACT THE CITY INSPECTOR TO SCHEDULE A
PRECONSTRUCTION CONFERENCE.
3. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING,
LOGGING OR GRADING, THE SITE CLEARING LIMITS AS SHOWN ON
THESE PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE
PROJECT SURVEYOR OR ENGINEER. THE PROJECT SURVEYOR OR
ENGINEER'S NAME AND TELEPHONE NUMBER ARE GROUP FOUR,
INC., (425) 775-4581.
4. THE DEVELOPER AND PROJECT ENGINEER ARE RESPONSIBLE FOR
WATER QUALITY. A MONITORING PROGRAM SHALL BE ESTABLISHED
BY THE PROJECT ENGINEER. THE PROJECT ENGINEER'S NAME AND
PHONE NUMBER ARE GROUP FOUR, INC., (425) 775-4581.
THE FOLLOWING NOTES SHALL BE PLACED ON THE PLANS AS
APPLICABLE:
5. ENGINEERED AS-BUILTS SHALL BE REQUIRED PRIOR TO FINAL
APPROVAL.
6. ALL NATIVE GROWTH PROTECTION AREAS SHALL BE LEFT IN A
SUBSTANTIALLY NATURAL STATE. NO CLEARING, GRADING,
FILLING, BUILDING CONSTRUCTION OR PLACEMENT, OR ROAD
CONSTRUCTION OF ANY KIND SHALL OCCUR WITHIN THESE AREAS;
PROVIDED THAT INDIVIDUAL LOT LINKS MAY BE FENCED BY
PROPERTY OWNERS; AND PROVIDED THAT UNDERGROUND UTILITY
LINES AND DRAINAGE DISCHARGE SWALES MAY CROSS SUCH AREAS
UTILIZING THE SHORTEST ALIGNMENT POSSIBLE IF AND ONLY IF
NO FEASIBLE ALIGNMENT IS AVAILABLE WHICH WOULD AVOID SUCH
A CROSSING. REMOVAL OF VEGETATION BY THE PROPERTY OWNER
SHALL BE LIMITED TO THAT WHICH IS HAZARDOUS. NO
ADJUSTMENT TO THE BOUNDARY OF ANY SUCH AREA SHALL OCCUR
PLAT APPROVED BY SNOHOMISH COUNTY.
WITHOUT FURTHER ENVIRONMENTAL REVIEW AND AMENDMENT OF THE
7. PRIOR TO INITIATION OF SITE WORK, HIGHLY VISIBLE MARKERS
SUCH AS BRIGHT ORANGE BARRIER FENCING OF FLAGGING SHALL
BE USED TO IDENTIFY NGPA BOUNDARIES. PRIOR TO RECORDING,
ALL NGPA'S SHALL BE CLEARLY AND PERMANENTLY MARKED ON THE
PROJECT SITE. SIGNS SHALL BE PLACED NO GREATER THAN 100
FEET APART AROUND THE PERIMETER OF THE NGPA. THE DESIGN
FOR THE NGPA SIGN SHALL BE SUBMITTED TO WATER RESOURCES
FOR REVIEW AND APPROVAL. NO CLEARING OF ANY VEGETATION
OR GRADING IS TO BE ALLOWED WITHIN THE NGPA AREAS.
ILES
PIPE SPECIFICATION
PLACEMENT REQUIREMENTS FOR CULVERTS AND STORM SEWER
INSTALLATION SHALL BE AS INDICATED IN THE WSDOT/APWA
SPECIFICATIONS SECTIONS 7-02 AND 7.04, RESPECTIVELY, AND
AASHTO SPECIFICATIONS. PIPE MATERIALS SHALL COMPLY WITH
SECTION 9-05 OF THE WSDOT/APWA SPECIFICATIONS WITH THE
FOLLOWING CLARIFICATIONS:
1. DOUBLE WALLED (SMOOTH INTERIOR) CORRUGATED POLYETHYLENE
PIPE, MEETING THE REQUIREMENTS OF AASHTO M 252 IN 8 INCH
M 294S IN SIZES 12" THROUGH 36", IS AN
SIZE AND AASHTO
ACCEPTABLE ALTERNATIVE FOR SCHEDULE A CULVERT PIPE, AS SHOWN
ON WSDOT/APWA STANDARD PLAN B-17 AND FOR STORM SEWERS IN
ACCORDANCE WITH THESE STANDARDS.
THE ENDS OF THE PIPE SHALL BE BEVELED TO MATCH THE SLOPE.
CORRUGATED POLYETHYLENE PIPE SHALL NOT BE USED WHEN BEVELED
SLOPES ARE FLATTER THAN 4:1. FOR ANY PIPE LENGTH SECTION
THAT IS TO BE BEVELED ON THE END, THE MINIMUM LENGTH OF THE
UNBEVELED PORTION OF THE PIPE SHALL BE 6 FEET.
THE PIPE SHALL BE INSTALLED IN A DESIGN A TRENCH AS SHOWN ON
-210. FOR BURIAL DEPTHS EXCEEDING 15
STANDARD DRAWING 9
FEET, THE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS AND THESE STANDARDS.
2. IN PRIVATE DEVELOPMENTS, THE USE OF NON -SMOOTH INTERIOR
CORRUGATED POLYETHYLENE (AASHTO M-294, TYPE "C-) IS ALLOWED,
EXCEPT WHERE THESE INSTALLATIONS ARE OR CAN REASONABLY BE
EXPECTED TO BECOME PART OF THE COUNTY MAINTAINED DRAINAGE
SYSTEM.
3. GALVANIZED CORRUGATED STEEL PIPE SHALL HAVE ASPHALT
COATING TREATMENT 1 AS SPECIFIED IN WSDOT/APWA SPECIFICATION
-05.4(3). ALUMINIZED STEEL PIPE MAY BE USED
SECTION 9
WITHOUT TREATMENT 1.
4. PWRIB SEAMLESS GRAVITY SEWER PIPE AND FITTINGS CONFORMING
TO ASTM F794 AND UNI-B-9 FOR 8"-15" DIAMETER; ULTRA -RIB PVC
STORM SEWER PIPE CONFORMING TO ASTM F794 & UNI-8-9 FOR 8"-24"
DIAMETER; AND ULTRA-CORR PVC SEWER AND DRAIN PIPE CONFORMING
TO ASTM F949 AND ASTM F794.
MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "SD":
-PLAIN CONCRETE.
-DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52).
-REINFORCED CONCRETE PIPE.
-GALVANIZED CORRUGATED IRON OR STEEL PIPE (SEE NOTE 3).
-GALVANIZED STEEL SPIRAL RIB PIPE, TREATMENT 1 THROUGH 6.
-CORRUGATED ALUMINUM PIPE.
-ALUMINUM SPIRAL RIB PIPE.
-ALUMINIZED TYPE 2 CORRUGATED STEEL (MEETS AASHTO
TREATMENT M274 AND M56).
GeR HGATED HIGH DENSITY PG6YF=:FIlY-LF=NF= PIPE (GPI=-P)
SMe :R I IWFERIeR (SEE HeTE 1).
GORRUGATeD HIGH DENSITY POLYETHYLENE PIPE (GPEP)
SIN6EE WALL, FHEEY eeRRU@A:FEB (SEE NeTE 2).
-POLYVINYL CHLORIDE (PVC) SEWER PIPE.
-HIGH DENSITY POLYETHYLENE PIPE (HDPP).
-PVC SMOOTH INTERIOR WITH CORRUGATED RIB EXTERIOR (SEE NOTE 4).
MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "CP":
-PLAIN CONCRETE.
-DUCTILE IRON (WATER SUPPLY. CLASS 50 OR 52).
-REINFORCED CONCRETE PIPE.
GE)RRYGATEB HIGH 9ENSITY PGLYETHYLENE PIPE (GPE-P)
SM99TI! INTERIGR (SEE NE)T-E !).
-POLYVINYL CHLORIDE (PVC) SEWER PIPE.
-PVC SMOOTH INTERIOR WITH CORRUGATED RIB EXTERIOR (SEE NOTE 4).
MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "RCP":
-REINFORCED CONCRETE PIPE.
-DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52).
OFFSET FRAME & GRATE SO
RESTRICTOR / POLLUTION DEVICE
IS VISIBLE AT EDGE OF OPENING
AND DIRECTLY OVER LADDER
TOP=
LIFT GATE ROD
STD. GALV. STL.
STEPS & LADDER
INV.= 356.80
ELBOW - SEE
DETAIL RIGHT
PIPE SUPPORTS(S)
3% 0.90GA. BOLT
OR IMBED 2" IN
WALL AT MAX. 3" SPA
MIN. ONE SUPPORT-
12" RISER PIPE
INV.= 352.00
WATERTIGHT SHEAR
GATE ASSY.
RESTRICTOR PLATE
W/ ORIFICE 0= 11/16"
O.C.(SHARP EDGED
SHOP DRILLED)------
CEMENT CONC.
CLASS 4000-
12" PVC
SLEEVE
FIBER JOINT
PACKING-
DETENTION VOLUME
CB I VOLUME REQUIRED= 3.565 CS
VOLUME PROVIDED= 3,840 C.F
_�llI t6" MIN. Li
L
4
SECTION
NO SCALE
3LF-36" CMP
z
3.6 8'
45'
127 LF 72"0- CMP
DETENTION PIPE
100 YR. EL.= 357.85y
10 YR. EL.= 356.87,7
INV. 356.00
2 YR, EL.= 355.73
SL= 0.5%
NOTE:
1. METAL PARTS -CORROSION RESISTAN�
ASPHALT TREATMENT 1.
2. IF METAL OUTLET PIPE CONNECTS T(
C-4 OUTLET PIPE TO HAVE SMOOTH O.D.
PIPE I.D. LESS 1/4".
NOTE:
THE 1.11' DEPTH IS BASED ON 1' FB ABOVE 100YR.
11310FILTRATION SEED MIX:
TALL FESCUE 66.67%
SEASIDE BENTGRASS 15.80%
MEADOW FOXTAIL 9.21%
ALSIKE CLOVER 5.92%
MARSHFIELD BIG TREEFOIL 0.88%
INERT MATTER 1.47%
WEED SEED 0.05%
BIOSWALE SECTION
30"SQ
PAVED AREAS
NO SCALE
CAST IRON LOCKING
RING AND COVER
R/W LINE
rPAVED
SURFACE
6" GASKETED
SPIGOT CAP
OR MECHANICAL
PLUG
10'
4//
0 0
13 a a 0
a a
12 AST IRGN
LOCKIW RING & COVER
STORM, CLEANOU7 DETAIL
__PE ENT.1 TANK
A Ty
(D PE 2 54
RIPRAP
GROUT IN
PLACE -
TRASH 3
RACK
USE 8" - 12",
HAND -PLACED
RIPRAP ------
12" PIPE O.D. 12
PIPE
COUPLING
HEADWALL DETAIL
NO SCALE
J/-r uln uml\,j
W/ENDS WELDEDTO
BARFRAME
SECTION
NOSCALE
1. ALL STEEL PARTS MUST BE GALVANIZED
& ASPHALT COATED (TREATMENT 1 OR
BETTER)
2. THE CULVERT ENDS SHALL BE BEVELED
TO MATCH THE SIDE SLOPE. FIELD CUT
OF CULVERT ENDS IS PERMITTED WHEN
APPROVED BY THE ENGINEER.
3. ALL FIELD CUT CULVERT PIPE SHALL BE
TREATED AS SHOWN IN THE STANDARD
SPECIFICATIONS OR GENERAL /
SPECIAL PROVISIONS.
C MAX
4" 0
BAR SPACING
4" DIA BAR
AME
2 x5" ANCHOR STRIPS WELDED TO
3/4" DIA. BARFRAME. 4 PLACES
SPACED UNIFORMLY. FAS
/
/
"
GALV. OR NON -CORROSIVE BOLTS
& NUTS.
TRASH RACK DETAIL
6" MAX.
1/4
REMOVABLE WATER-
TIGHT COUPLING
-PLATE W/ ORIFICE= 3-3/16" 0
ELBOW - DETAIL
NO SCALE
0.02 FT./FT.
2" ACP
Emossommommm
00, 000 C, Oc 1 _��Z40 0 cl�� 0
0
0 -0( -
-- \, \.\� \ \\,
4" ROCK
A,
j _-) -, I, "c) 1_. (/ (
mom o 0,z".
:\ 1- � \\
\\,�-, �_\\' \ �� - - I
v.\
ASPHALT
5'- 7'
0.02 FT. /FT.
4'
5p#
TYPICAL
6" DRIVEWAY
M
N 1
v \\. ".1
77 \7 A X",
CONCRETE
C �AL�S E�W �AL K�
(�A T Y �Pl
_ID
NO SCALE
CITY of EDMONDS
APPROVED FOR CONSTRUCTION
WA UNION
a
Al;
n co
A -f
11 ca
m
C�
-.4
0
r4
114
4
64
�t
to
*
*'It
cq
�O
0
E_
U
z
(z
O'D
z
u
ko
co
>4
I
ko
z
ko
z
110-4
-<41
E__4
W
E4
z
E-4
z
Z
C)
E-1
S T OF 6
-7
juB NO:96-3027
NO SCALE
NO SCALE
ENGIN