23717 84TH AVE W.PDF11111111111111
15408
23717 84TH AVE W
ADDRESS: —1 t o-3 11
n—*
(4 A
TAX ACCOUNTIPARCEL NUMBER:- 4 (9113 a a aco
BUILDING PERMIT (NEW STRUCTURE): () 1 05��,
COVENANTS (RECORDED)
-e I
CRITICAL AREAS: DETERMINATION: 0 Conditional Waiver 0 Study Required Waiver
DISCRETIONARY PEP -MIT ff'S:
AM 913-01 -7
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS
WIN
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORTPLAT
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S).#:
VV/ c I V11
LID #:
LOT: BLOCK:
GEOTECH REPORT DATED. I
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
q-S6
L:kTEMP\DS'Ps\Fonns\Street File Checklist.doc
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traffic,design transportation planning
1119 Dexter Avenue,Noftl Seattle, Washington 98109 (206)285-9035
Suite 270 FAX�285-6345
*Ok
November 2.., 1998
Iss
-,CDAI Architects.
R. 0. Box 55429 0
Seattle,VA. 98155
ATTN:, Trish Cece
Subject: Trip Generatidn/Adsignment,for Edmonds Condominiums
at 23717.84th Avenue,7West
-Dear Ms. Cece*.,
The purpose of,this letter is'to provide the,City_of Edmonds
with a brief summary:of the trip generatioh/assignment
I associated -with theldevelopment of a 'six unit condominium
d__ e intent
,site within-'the,city limits of Edmon s.—_Itis'not th
of this summary to determine specific intersection impacts..
and associated-mi-ti4atio.n (if-appropriate),,,,but rather,:
-provide a summary of the amount oftraffic which would be
generated by,the project and the number.,of trip6.assigned to
the adjacent'iritersections..
PROJECT DESCRIPTION,
The subject site�is located on'th�i east S"ide,of 84th Avenue'
..West at 23717 84th Avenue.West.. Thle-parcel-is currently
occupied by a.single7fa*mily residence which is in poor.
condition, and surrounded by other'dingle-family,
residences. A vicinity map of the area is. s.h.own�on Figure
Access to the condominiums would ble�from a new 24-.foot wide"
dead-end street which intersects 84thAvenueVest.
Driveways for each condominium will be from this'new-
street.
EXISTING CONDITIONS
The'proposed condominiums are located in an area,with good
access to both the local,andl.regional' arterials.�. The
following describes.those streets immediately-adj-ace-nt-to'
the site.-
.84th Avenue West is a north--�south arterial.,striped for.,two'
'th'grass�and.gravel shoulders'A- T e street is
lanes wi,,
"fronted.prim rily by, single�-family,residences,and has,a
a'
'.:posted �speed. 'of '. 25LEph.. A bus stop f or: Community Tr ' arisit-,",
_'Rout6s�-620 %And-. 621 -is located 'along, the site frontage -and
'acirosg'the street from'-it� Traff ic, �ofi '8 4th A�renue,w6st is
req . Uired t6-.stop-at-its- intersection'wi th .2 3 8th- S tre'et SW I
is an,ea'st-west arterial.which,provides,a
-connection.betw6en SR-99-,,a'nd Sk-104. 'the street is striped'
'for two lanes .',althoug4. a itional'*
some dd. widening has', been
proVided on the approdches-t6.Sl�-9-9 and SR�104.r Some'cu'rb'
installed along areas' of new
gutter, 'And.'sidewalk,had been
development; otherwise ' 'a paved.shoulder*ls,,provided. The,
'street, is.'fronted.by. a,,,mix'. of. co,mmercia,14nd r6s�identi.al`
developi6ent—A traff'id,s,icjn'al'contr6ls:,th'e,,intersection of"
SR-99�/238th.Stre6t S�W, whereas traffic on.238th.Street-SW
is.required to,stop at its, -intersection with, 'SR-104.
236th Street" SW is simiiA'r,to7'238th Street 'SW, i�e_,. it�
a`c n
provi(es* o nection between.SRw-104, and SR-9 ' 9. .23�6th
Street SW is striped for two lanes and h,cis�M'6stly.-
grass/gravel sh6ulders� 'although.s'me,'curb gutt6r, and
...sidewalk has been' installed along, the: - south side of 2 3,6th
Street"SWwest of.SR-99., alonqj-the� ' shopping center frontage..
-c
The str�e't,irifron-Ee by,a mix`:of` omierciial and.single-
f ai�6ily devel6pm�nt,', and a' church..- -The., posted - speied."Is._ 25.',,
mph. A trAffic.signal.,c6ntrols the',.ihter'sectio'n:-of'SR-,104/
2,3 6t Street . SW,,, whereas traf f ic, on 2 3 61th �,8treet�. SW is
requir6d.to'stbp-at, 'its. intersection. w -th �SR- 9 9.,
TRIP GENERATION
'The ITE'TrI Gen4r.a�ion Manual), published by'the,,Institute-.',
,,.of T'rahsiportatioh.En'gin6ers,,.19,97,- 6th Edition,�is
typically use& t6' estimate. -trip gener'ation'for new
dev'elo ' pm ' e ' nt' Land Use -Code "2,3 0.., '(Residential 'Condominium/
-Townh6use), 'has been' chosen, as the, land use which best'
-'Table summarizes..---.
represents the -proposed deVelopm�nt
the'estimated-number,.,of,,tr,ips using -'the averagetrip-rates.'
Although the,subject property is�.curre'nt,ly.occuoied-.by.a.
1 idence,,*the tri'
sing e ami y res 0 associated'wi.th this*...
- : . ps,
unit h-a-v_�—rTdt been deducted,-.fkom',,the',to.tal.trip.4f in okde'r, -
se bondi�Eioh.:
min
M..M.
A
NORTH
:20% 1 r- Q/-
ESTIMATED TRIF DISTRIBUTION
(E3-,r FERC.,ENT AND DAIL)" VOLUME)
F16URE 2
NORTH
tn
Lu
Lu 0
SFZ-104 >
296TH ST. Syi 00
PROJECT SITE
0 0
0
I �10
255TH ST. SV4 O�
0
ESTIMATEI:;) AM FEA< HOUR TRIP A5516NMENT
DAVID 1. HAMLIN 4 A550CIATE5 F I&URE 5 LEDMON05 CONDOMINUMS FA(5E
:225-71`7 84TH AVENUE MST F-5
A
NORTH
lu
K
ESTIMATEI�) FM FEAK HOUR TRIF ASSIONMENT
I F16URF 4 1
r
uj
t2,
DRAINA GE CAL C ULA TIONS
84TH AVE CONDOMINIUMS
City of Edmonds
IM
SITE DEVELOPMENT SERVICES
310 208TH ST. SE
BOTHELL 98012
(425)481-9687
October 22, 1998
r
0
0
TABLE OF CONTENTS
SECTION
Project Description
Downstream Analysis
Detention Calculations
NO.
I
SECTION I
PROJECT DESCRIPTION
0 0
PROJECT DESCRIPTION
Located at 23717 84th Ave W. the site consists of 0.28 acres. It currently has a single
family residential building and a garage on it. The existing buildings will be removed and
replaced with two buildings, housing 6 condominiums with underground parking. All
access is to 84th Ave, via a 24. foot wide drive aisle. No uncovered parking is being
provided. Frontage improvements will consist of pavement widening, curb, gutter, and
walks.
No drainage system exists in 84th Ave, so an extension is proposed from the existing
system in 238th St. This pipe is to be extended across the site frontage and stubbed at it's
north.terminus. Detention is provided on- site with an underground pipe. Nowater
quality treatment is proposed, as their is no uncovered parking.
0
0
SECTION II
DOWNSTREAM ANALYSIS
DOWNSTREAM ANALYSIS
Of f -site:
No significant areas drain onto the site. To the north and
south the sites drain primarily to 84th Ave. Because the
grades are so shallow and the sites are single family
residential, little or no runoff occurs. To the,east,
runoff is collected in a ditch, which drains to 238th St.
On -site:
Developed as a single family
in grass, but has one small
features were observed.
Downstream:
residence, the site is mostly
garage. No on -site drainage
No drainage systems exist in 84th Ave ' even though that is
the direction that all of the sites on the east side of the
street drain to. Because infiltration is discouraged in the
City of Edmonds, the possibility of extending the downstream
system was examined. The closest system is in 238th St. it
consists of a 12 inch storm drain pipe that flows west to SR
104. The only open ditch portion of this system is a length
of about 50 feet immediately west of 84th Ave in the north
side of 238th. It is possible to connect to this system in
the intersection of 84th & 238th if the on -site detention
system is kept shallow and some of the piping is altered in
the intersection. The pipe alterations are shown on the
plans.
0
E
SECTION III
DETENTION CALCULATIONS
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9/ 1/98 Site Development Services page
Edmonds 84th Ave Condos
BASIN SUMMARY
BASIN ID: al NAME: 10 Year Predeveloped
SBUH METHODOLOGY
TOTAL AREA ....... 0.28 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... TYPE1A PERVIOUS AREA
PRECIPITATION .... 2.10 inches AREA..:� 0.28 Acres
TIME INTERVAL .... 10.00 min CN.... :.. 86.00
TIME OF CONC ..... 19.95 min IMPERVIOUS AREA
ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres
CN.... : 98.00
TcReach - Sheet L: 111.00 ns:0.1500 p2yr: 1.40 s:0.0117
PEAK RATE: 0.04 cfs VOL: 0.02 Ac-ft TIME: 480 min
BASIN ID: a2
SBUH METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE ....
PRECIPITATION-.:
TIME INTERVAL....:
TIME OF CONC.....:
ABSTRACTION COEFF:
TcReach - Sheet
PEAK RATE: 0.08
BASIN ID: cl
SBUH METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL ....
TIME OF CONC .....
ABSTRACTION COEFF:
NAME: 100 Year Predeveloped
0.28 Acres
BASEFLOWS:.
0.00 cfs
TYPE1A
PERVIOUS AREA
3.00 inches
AREA..:
0.28 Acres
10.00 min
CN.... :
8.6.00
19.95 min
IMPERVIOUS AREA
0.20
AREA..:
0.00 Acres
CN.... :
98.00
L: 111.00 ns:0.1500 p2yr: 1.40
s:0.0117
cfs VOL: 0.04
Ac-ft TIME:
480 min
NAME: 10 Year Postdeveloped
0.28 Acres
BASEFLOWS:
0.00 cfs
TYPE1A '
PERVIOUS AREA
2.10 inches
AREA..:-
0.10 Acres
10.00 min
CN.... :
86.00
6.30 min
IMPERVIOUS
AREA
0.20
AREA..:
0.18 Acres
CN.... : 98.00
PEAK RATE: 0.10 cfs VOL: 0.04 Ac-ft TIME: 480 min
9/ 1/98 Site Development Services page 2
Edmonds 84th Ave Condos
BASIN SUMMARY
BASIN ID: c2
SBUH METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE--.:
PRECIPITATION.....:
TIME INTERVAL ......
TIME OF CONC.....:
ABSTRACTION COEFF:
NAME: 100 Year Postdeveloped
0.28 Acres
BASEFLOWS:
0.00 cfs
TYPE1A
PERVIOUS AREA
3.00 inches
AREA..:
0.10 Acres
10.00 min
CN.... :
86.00
6.30 min
IMPERVIOUS
AREA
0.20
AREA..:
0.18 Acres
PEAK RATE: 0.15 cfs VOL
CN.... : 98.00
0.06 Ac-ft TIME: 480 min
9/15/98 Site Development Services page
Edmonds 84th Ave Condos
STAGE STORAGE TABLE
UNDERGROUND PIPE ID No. det2
Description: Detention Pipe
Diameter: 2.00 ft. Length: 93.00 ft.--e- Us Vo
Slope ... : 0.0050 ft/ft J
S G3 ---- STORAGE ---- > STAGE <
_:TA ---- STORAGE ---- > STAGE < ---- STORAGE---- > STAGE < ---- STORAGE ---- >
(ft) --- cf--- --Ac-Pt- (ft) --- cf--- --AC-Pt-
(ft) --- cf--- --Ac-Pt- (ft) --- cf--- --AC-Ft- (ft)
442.47 0.0000 0.0000 443.10 45.164 0.0010 443.80 163.69 0.0038 444.50 270.24 0.0062
442.50 0.0293 G.0000 443.20 59.715 0.0014 443.90 181.S6 0.0042 444.60 280 .56 0.0064
442.60 1.1263 0.000o 443.30 7S.546 0.0017 444.00 199.01 0.0046 444.70 287.31 0.0066
442.70 4.6154 0.0001 443.40 92.300 0.0021 444.10 215.80 0.0050 444.60 290.94 0.0067
442.80 11.194 0.0003 443.50 109.72 0.002S 444.20 231.69 0.0053 444.90 292.13 0.0067
442.90 21.326 0.0005 443.60 127.58 0.0029 444.30 246.32 O.00S7 444.93 292.17 0.0067
443.00 32.438 0.0007 443.70 145.64 0.0033 444.40 2S9.15 0.0059
STAGE DISCHARGE TABLE
MULTIPLE ORIFICE ID No. rstrl
Description: Orifice Restrictor
Outlet Elev: 442.47
Elev: 441.47 ft Orifice Diameter: 1.1543 in. 0 r t'_
Elev: 443.87 ft Orifice 2 Diameter: 1. 1602 in.
4f�_ 1� -, - -Z, 4- -( = 1, 4-1
,, e- 1 44
STAGE
<- -DISCHARGE ---
> STAGE
<--DISCHARGE ---
> STAGE
<--DISCHARGE ---
> STAGE
<--DISCHARGE --- >
(ft)
--- CfS -- -------
(ft)
--- cfs -- -------
(ft)
--- cfs -- -------
(ft)
--- CfS -- -------
442.47
0.0000
443.10
0.0287
443-80
0.0417
444.50
0.0805
442.50
0.0063
443.20
0.0309
443.90
0.0496
444.60
0.0840
442.60
0.0130
443.30
0.0329
444.00
0.0579
444.70
0.0873
442.70
0.0173
443.40
0.0349
444.10
0.0637
444.80
0.0904
442.90
0.0208
443.50
0.0367
444.20
0.0685
444.90
0.0934
442.90
0.0237
443.60
0.0384
444.30
0.0729
44S:00
0.0963
443.00
0.0263
443.70
0.0401
444.40
0.0768
0 0
9-/15/98 Site Development Services page 41
Edmonds 84th Ave Condos
LEVEL POOL TA13LE SUMMARY
MATCH INFLOW -STO- -DIS- <-PEAK-> STOP -AGE
< -------- DESCRIPTION --------- > (cfs) (cfa) --id- --id- <-STAGE> id VOL (cf)
10 Year Design ......... ..... 0.04 0.10 det2 rstrl 443.79 11 161.21
100 Year Design .............. 0.08 0.15 det2 rstrl 444.S8 12 278.28
ROUTING COMPARISON TABLE
I
MATCH
INFLOW
STO
DIS
PEAK
PEAK
OUT
DESCRIPTION
PEAK
PEAK
No.
No.
STG
OUT
HYD
110 Year Design
0.04
0.10
det2
rstrl
443.79
- 0.04
11
1100 Year Design
0.08
0.15
det2
rstrl
444.58
.0.08
12
e,
cityWT edmonds
land use application
R'ARCHITECTURAL DESIGN BOARD
El COMP PLAN AMENDMENT
Q CONDITIONAL USE PERMIT
El HOME OCCUPATION
El FORMAL SUBDIVISION
El SHORT SUBDIVISION
El LOT LINE ADJUSTMENT
Q PLANNED RESIDENTIAL DEVELOPMENT
EI OFFICIAL STREET MAP AMENDMENT
STREET VACATION
El REZONE
El SHORELINE PERMIT
0 VARIANCE / REASONABLE USE
EXCEPTION
0 OTHER
FILE #_Ajle)gd' 17 ZONE
DATE 2-1t,0,19K REC'D BY
FEE 95 1(7 RECEIPT# I
HEARING DATE
Q HE El STAFF Q PB El ADB cc
ACTION TAKEN: FEB 10 1998
El APPROVED 13 DENIFQNlQ144,8MLED
APPEAL#
Applicant KnIQ Phone
Address lqr27-4- "LL.JkT�(M\ WAY M-0.
Property Address or Location VS717 641*
PropertyOwner CA1-MLV;;, KrAqUAKf - Phone 47 -7 7 5--
Address 2SWE> WoobwAy Aelz4e
P-D
Agent Phone
Address
Tax Acc 4T:)tq 601 61-3 OSOT Sec. '3 1 TWP- 7 K1. Rng.
Legal Description IRE LJ- 110' OP LO T- 1-6 1
vou.
Details of Project or Proposed Use
The undersigned applicant, and his/ her/ its heirs, and assigns, in consideration of 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 in part upon
false, misleading, inaccurate or incomplete Information furnished by the applicant, his/ her/ its agents or
employees.
The undersigned applicant grants his/ her/ its permission for public officials and the staff of the City of Edmonds to
enter the subject property for the purpose of inspection and posting attendant to this application. I
SIGNATURE OF APPLICANT/ OWNER/ AGENT
0
CA FILE NO.
Critical Areas Checklist
--------------------------------------------------------------
Site Information (soils/topography/hydrology/vegetation)
I Site Address/Location: 541�twt�. w. tmomp�. wA.,
2. Property Tax Account Number: 0- 4r2ll 001 011� OZ07 FEB 1 0 1 908
3. Approximate Site Size (acres or square feet): 0.18, A
4. Is this site currently developed? X yes; _ no.
If yes; how is site developed? OKYC- 'FArl(LY 7-5c7tPSKTIA� ou v_eC5NTt,1( OtJ 40tir
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of I 0-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 3 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of I 0-feet over a
t:,
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: �ZO ; Approx. Depth:
7. Site contains areas of seasonal standing water: tYD Approx. Depth:
What season(s) of the year? —
8. Site is in the floodway — No floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? — Km Flows are seasonal? — KjV (What time of year?
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site: tJ(:N
---------- 7 ------------------------------------- For City Staff Use: Only"— --------------- -- -----
1. ite is Zoned?.
2. SCS mapped s(
5.. Wetland inventory or C.A. Map. indicates wetland present on site?
4': Cri&al Areas -inventory or.,..C:.A.-,map indicates Critical: Area on'siti
5. Site within designated earth subsidence landsli'die hazard area? -
..d,6g*icinAted:6ii.th.d:Envirdiiibeht lly-S
Site 0
A ensitive Areas Ma*
p
bETV,'RMINATION
0 %
City of Edmonds
Critical Areas Checklist
4,0C. IS9V
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.
With a signed copy of this form, the
applicant should also submit a vicinity map
orplotplan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). 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 Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
&iN Off5�w 10A A" iMV�, ia.
Name I
I q 1:2-m
Street Address
\AJA 100 15'�
City, State, ZIP Phone
�ig�ature Date
Applicant Representative:
Name
Street Address
City, State, ZIP Phone
Signature Date
A.
City of Edmonds Dept. of Planning and Community Development
SEPA,Review Checklist U:CE
va
BACKGROUND
1. Name of proposed project, if applicable: FEB It
Edmonds Multi -Family / CDA Proiect # 97055 PERMIT Cwmn
2. Name of applicant: Kevin Ofteson / CDA Architects Inc.
3. Address and phone number of applicant and contact person: Kevin Ofteson
CDA Architects, 19524 Ballinger Way N.E.
Seattle,WA98155 (206)368-9668 FAX(206)343-9558
4. Date checklist prepared: Jan 20, 1998
Agency requesting checklist: City of Edmonds
6. Proposed timing or schedule (including phasing), If applicable:
Construction to commence the Spring of 1998.
7. Do you have any plans for future additions, expansion, or further activity related to or
connected with this proposal? If yes, explain: No.
8. List any environmental information you know about that has been prepared, directly related to
this proposal. None that we are aware of.
9 Do you know whether applications are pending for governmental approvals of other proposals
directly affecting the property covered by your proposal? If yes, explain.
None that we are aware of.
10. List any government approvals or permits that will be needed for your proposal, if known.
City of Edmonds Public Works.
Sewer, Transportation, and Water mitigation fees. Building Permit.
City of Edmonds Building Dept.
11. Give brief, complete description of your proposal, including the proposed uses and the size of
the project and site. There are several questions later In this checklist that ask you to describe
certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead
agencies may modify this form to Include . additional specific Information on project
description.):
A two-story 6 unit townhouse project. Each building is three stories in height
on a site area of 0.28 acres,
12. Location of the proposal. Give sufficient information for a person to understand the precise
location of your proposed project, Including a street address, If any, and section, township, and
range, If known. If a proposal would occur over a range of area, provide the range or
boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic
map, If reasonably available. While you should submit any plans required by the agency, you
are not required to duplicate maps or detailed plans submitted with any permit applications
related to this checklist:
The west 120 feet of lot 13, block 1, fruitland acres addition to lake Ballinger, as per plat
recorded in volume 10 of plats, page 47. records of Snohomish County, Washington. Plat
of Survey for in NW 1/4 of the SE 1/4 section 31, T.27N., RAE., W.M. Snohish Co., WA.
Address: 23717 84th Ave. W., Edmonds. Tax #4519 001 013 0207.
CDA # 97055 _11-
0 %
B. ENVIRONMENTAL ELEMENTS
Earth
a. General description of the site (circle one):
FLAT, rolling, hilly, steep slopes, mountainous, other
b. What is the steepest slope on the site (approximate percent
slope)?
2% slope with a grade change of
approx. 1'sloping down west to east.
C. What general types of soils are found on the site (for
example, clay, sand, gravel, peat, muck)? If you know the
classification for agricultural soils, specify them and note
any prime farmland.
Sandy / loamy / glacier till
d, Are there surface indications or history of unstable soils in
the immediate vicinity? if so, describe.
None identified.
e. Describe the purpose, type, and approximate quantities of
any filling or grading proposed. Indicate source of fill.
Export of approximately 715 c.y. of native soil.
Minor imprort of class E material for foundation
and trench backfill.
f. Could erosion occur as a result of clearing, construction, or
use? If so generally describe.
Not probable. The site is largely flat. Temporary
erosion control and sedimentation plan approval
required by agency prior to issuance of grading
plan. The erosion control measures indicated on
the submitted plans will be installed prior to large
scale grading.
9. Proposed measures to reduce or control erosion, or other
Impacts to the earth, if any:
BMP's for temporary erosion control and sedimentation
(per future plan submittal) i.e. silt fence,' stabilized
construction entrance, anchored staw bale, etc.
h. About what percent of the site will be covered with
impervious surfaces after project construction (for example,
asphalt or buildings)?
Approximately 64%
2. Air
8. 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.
Short term emissions will be generated from heavy construction
equipment during the building phase, which Is anticipated to
last approximately 3 mo.. Construction activities will be limited
to those allowed by the City of Edmonds for typical projects of
this type (anticipated hours are 8arn to 5pm). Long-term traffic
emissions will be generated upon completion of the
construction project through the duration of the building service
lives.
CIDA # 97055 .2-
0
3. Water
b. Are there any off -site sources of emissions or odor that may
affect your proposal? If so, generally describe.
None identified.
C. Proposed measure to reduce or control emissions or other
impacts to air, If any:
Does not apply
a. Surface:
(1) Is there any surface water body on or in the
immediate vicinity of the site (including year-round
and seasonal streams, saltwater, lakes, ponds,
wetlands)? If yes, describe type and provide names.
If appropriate, state what stream or river it flows
into.
No.
(2) Will the project require any work over, in, or
adjacent to (within 200 feet) the described waters?
If yes, please describe and attach available plans.
No.
(3) Estimate the amount of fill and dredge material that
would be placed in or removed from surface water
or wetlands and Indicate the area of the site that
would be affected. Indicate the source of fill
material.
None anticipated.
(4) Will the proposal require surface water withdrawals
or diversions? Give general description, purpose,
and approximate quantities if known.
No.
(5) Does the proposal lie within a 100-year floodplain?
If so, on the location on the site plan.
No.
(6) Does the proposal Involve any discharges of waste
materials to surface waters? If so, describe the
type of waster and anticipated volume of discharge.
No.
b. Ground:
(1) Will ground water be withdrawn, or will water be
discharged to ground water? Give general
description, purpose, and approximate quantities If
known.
? M
CDA # 97055 -3-
0
(2) Describe waste material that will be discharged into
the ground from septic tanks or other sources, if
any (for example: Domestic sewage; industrial,
containing the following chemicals ... ; agricultural;
etc.). Describe the genal size of the system, the
number of such systems, the number of houses to
be serviced (if applicable), or the riumber of animals
or humans the system(s) are expected. to -serve.
Does not apply
C. Water Runoff (including storm water):
(1) Describe the source of runoff (including storm
water) and method of collection and disposal, if any
(include quantities, if known). Where will this water
flow? Will this water flow into other waters? If so,
describe.
Building downspouts and parking lot
catchbasins wil be tight -lined into sanitary
sewer.
(2) Could waste materials enter ground or surface
waters? If so, generally describe.
No.
Proposed measures to reduce or control surface, ground,
and runoff water impacts, if any:
Downspouts and parking lot run-off will be
dealt with by an on site infiltration system.
4. PLANTS
a. Check or circle types of vegetation found on the site:
deciduous tree: alder(maple aspen, other
evergreen tre%�edar, pine, other
shrubs
grass
pasture
crop or grain
- wet soil plants: cattail, buttercup, bulrush, skunk cabbage,
other
- water plants; water Illy, eelgrass, mil foil, other
other types of vegetation
b. What kind and amount of vegetation will be removed or altered?
Much of the existing landscaping will be removed with the
exception of those existing trees indicated to be saved.
Other existing specimen shrubs will be retained as
appropriate.
C.
List threatened or endangered species known to be on or near the
site.
None identified.
CDA # 97055 -4-
0 0
Proposed landscaping, use of native plants, or other measures to
preserve or enhance vegetation on the site, if any:
Some of the above vegetation will be removed and will
be landscaped to meet City standards required or this
type of development.
5. Animals
a. Underline any birds and animals which have been observed on or
near the site or are known to be on or near the site:
BIRDS:hawk, heron, eagle, songbirds, other: thrush, sparrow, robin
MAMMALS: deer, bear, elk, beaver, other: deer mouse
FISH: bass, salmon, trout, herring, shellfish, other:
b. List any threatened or endangered species known to be on or near
the site.
None identified.
C. Is the site part of a migration route? If so, explain.
None identified
d. Proposed measures to preserve or enhance wildlife, if any:
Retained trees in additon to proposed new landscaping will
provide nesting and forage opportunities for wildlife.
6. Energy and Natural Resources
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will
be used to meet the completed project's energy needs? Describe
whether it will be used for hearing, manufacturing, etc.
Natural gas to be used for Heating & Air-conditioning Units,
Electricity to be used for power and lighting.
b. Would your project affect the potential use of solar energy by
adjacent properties? If so, generally describe.
No it will not.
C. What kind of energy conservation features are Included In the plans
of this proposal? List other proposed measures to reduce or control
energy impacts, If any:
Lighting, HVAC and building envelope will meet or exceed
residential energy code requirements.
7. Environmental Health
a. Are there any environmental health hazards, Including exposure to
toxic chemicals, risk of fire and explosion, spill, or hazardous waste,
that could occur as a result of this proposal? If so, describe.
Normal Fire, Public safety, and Emergency Medical requirements
associated with any residential activity.
(1) Describe special emergency services that might be required.
Police, Fire and Emergency medical.
CDA # 97055 .5-
0
(2) Proposed measures to reduce or control environmental
health hazards, if any:
Building and access will be designed to meet or exceed
U.B.C. standards for construction and occupancy. Extra
tax dollars generated will tend to mitigate any additional
requirements for municipal services.
Noise
(1) What types of noise exist in the area which may affect your
project (for example: traffic, equipment, operation, other)?
Existing traffic noise from 84th Ave. W. & 236th St.
S.W. will not be a concern.
(2) What types and levels of noise would be created by or
associated with the project on a short-term or a long-term
basis (for example: traffic, construction, operation, other)?
Indicate what hours noise would come from the site.
Short-term noise will be generated from heavy
construction equipment during the building phase,
which is anticipated to last approximately 3
months. Construction activities will be limited to
those allowed by the City of Edmonds for projects
of this type (between hours of 7arn and 5pm).
Traffic noise associated with a normal residential
project of this size will exist upon completion.
(3) Proposed measures to reduce or control noise impacts, if
any:
Restrict short-term noise associated with large
construction equipment to normal working daylight
hours.
8. Land and Shoreline Use
8. What is the current use of the site and adjacent properties?
A vacant house and garage currently occupy the site.
b. Has the site been used for agriculture? If so, describe.
Do not know
C. Describe any structures on the site.
A house and garage currently occupy the site.
d. Will any structures be demolished? If so, what?
Existing house and garage will be demolished.
e. What is the current zoning classification of the site?
RM 1.5
f. What is the current comprehensive plan designation of the site?
Do not know.
9. If applicable, what Is the current shoreline master program
designation of the site?
Does not apply
h. Has any part of the site been classified as an "environmentally
sensitive" area? If so, specify.
Does not apply
CDA # 97055 .6-
0 0
1. Approximately how many people would reside or work in the
completed project?
12-16 residents.
J. Approximately how many people would the completed project
displace?
The existing single family home located on site will be
demolished. The current owners are selling their property
and relocating.
k. Proposed measures to avoid or reduce displacement impacts, if any:
Does not apply
1. Proposed measures to ensure the proposal is compatible with
existing and projected land uses and plans, if any:
Project complies with zoning designation and all zoning
development agreements.
9. Housing
a. Approximately how many units would be provided, if any?
Indicate whether high, middle, or low-income housing.
6 units of middle income multi -family housing.
b. Approximately how many units, if any, would be eliminated?
Indicate whether high, middle, or low-income housing.
One single-family house.
C. Proposed measures to reduce or control housing impacts, if
any:
The new housing proposed will offset the demolition of the
existing dwelling unit.
10. Aesthetics
a. What is the tallest height of any proposed structure(s), not
including antennas; what is the principal exterior building
material(s) proposed?
Exterior materials proposed are pre -colored concrete
masonry units, stucco wall materials, and wood trim to a
maximum height of 30 feet,
b. What views in the immediate vicinity would be altered or
obstructed?
Does not apply
C. Proposed measures to reduce or control aesthetic impacts, if
any:
Landscaping and Architectural design.
11. Light and Glare
a. What type of light or glare will the proposal produce? What
time of day would it mainly occur.
Parking lo\ lighting. Night-time.
b. Could light or glare from the finished project be a safety
hazard or interfere with views?
No, lighting selection will be controlled for glare and cut off.
C. What existing off -site sources of light or glare may affect your
proposal?
None that we are aware
CDA # 97055 .7-
0
d. Proposed measures to reduce or control light and glare impacts, if
any:
Lighting will be designed to control glare and utilize fixtures.
12. Recreation
a. What designated and informal recreational opportunities are
in the immediate vicinity?
None that we are aware
b. Would the proposed project displace any existing recreational
uses? If so, describe.
Does not apply
C. Proposed measures to reduce or control impacts on recreation,
including recreation opportunities to be provided by the project or
applicant, If any:
Does not apply.
13. Historic and Cultural Preservation.
a. Are there any places or objects listed on, or proposed for, national,
state, or local preservation registers known to be on or next to the
site? If so, generally describe.
Does not apply
b. Generally describe any landmarks or evidence of historic,
archaeological, scientific, or cultural importance known to be on or
next to the site.
Does not apply
C. Proposed measures to reduce or control impacts, if any:
Does not apply
14. TRANSPORTATION
a. Identify public streets and highways serving the site, and describe
proposed access to the existing street system. Show on site plan, if
any.
Access by way of common drive point from 84th Ave. W..
(see site plan).
b. Is site currently served by public transit? If not, what Is the
approximate distance to the nearest transit stop?
Do not know.
C. How any parking spaces would the completed project have? How
many Would the project eliminate?
12 will be required for this project. The existing site has
one single -car garage which will be demolished.
d. Will the proposal require any new roads or streets, or improvements
to existing roads or streets, not Including driveways? If so, generally
describe (indicate whether public or private).
None that we are aware of.
CDA # 97055 .8-
e. Will the project use (or occur in the immediate vicinity of) water, rail,
or air transportation? If so, generally describe.
Does not apply
How many vehicular trips per day would be generated by the
completed project? If known, indicate when peak volumes would
occur.
Not known.
9. Proposed measures to reduce or control transportation impacts, if
any:
Due to the small size of this project, no impacts are anticipated.
15. Public Services
a. Would the project result in an increased need for public services (for
example: fire protection, police protection, health care, schools,
other)? If so, generally describe.
Fire & police impacts typical for this type of residential
development
b. Proposed measures to reduce or control direct impacts on public
services, if any.
The proposal will generate additional tax revenues for the City of
Edmonds. Proposed structures will include both fire and motion
detector alarm systems. The buildings will be designed in full
compliance with NFP-13 and the U.B.C..
16. Utilities
a. Circle utilities currently available at the site: electricity, natural
gas, water, refuse service, telephone, sanitary sewer, septic
system, other.
b. Describe the utilities that are proposed for the project, the utility
providing the service, and the general construction activities on the
site or in the immediate vicinity which might be needed.
Local Utilities are currently sized to meet the requirements
of this project, and it is our understanding that there will not
have to be any special new upgrade to serve this parcel.
C. SIGNATURE
The above answers are true and complete to the best of my knowledge. I
understand that the lead agency Is relying on them to make Its decision.
A—
Signature: ///vn�
Kevin Ofteson
CDA Architects Inc.
Date Submitted:— January 20, 1998
CDA # 97055 .9-
0-
Date:
To:
From:
Subject:
MEMORANDUM
February 19, 1998
Planning Division
Gordy Hyde, Engineering Coordinator
ADB Application for Ofteson at 23717 — 84" Ave. W.(ADB-98-017)
The Engineering Division has reviewed the application. The Engineering
Division has the following comments at this time
1. The applicant will need to comply with all the terms of any future permits.
2. The driveway access will be required to be a minimum of 24 feet wide
with curbs separating the driving surface from the surrounding
landscaping.
3. Storm water detention must be provided for all impervious area. The
water released from the detention system must be released into the
public storm system. That may require extension of the existing facility.
Infiltration, as shown in the driveway, will not be allowed
4. The developer will be required to install curb, gutter and sidewalk across
the entire frontage of the property. Pavement widening on 84 th Ave. W.
will likely be required as well. Asphalt tapers from the new
improvements will need to be constructed to match to existing conditions.
The application is considered complete at this time.
CITY OF EDMONDS
ENGINEERING DIVISION
8017.doc
0 0
Am=
SITE DEVELOPMENT SERVICES
October 22, 1998
Gordon Hyde
City of Edmonds
121 5th Ave N
Edmonds, WA 98012
Re: 23717 - 84th Ave. W (ADB-98-17)
(Plan Review 98-323)
Dear Gordon:
W
I have responded to your comments of the subject project. The traffic report is being
taken care of by the Architect. I talked with Jamal about the other issues and everything
seems to be okay. On -site parking is not an issue, as all parking will be under the building.
No signage or pavement markings are required on the site. The drive aisle width and all
right-of-way improvements were shown on the plans that were submitted, but I guess
Jamal was looking for a "Traffic Plan".
I talked with the Olympic View Water and Sewer District, and no special actions are
required. They will review the plans when we bring them in to them and they will confirm
the meter. size, location, etc.
As for the drainage calculations, I did add a narrative of the project scope and confirmed
the developed pervious area. Water quality is not required, as all parking is under the
building. Since submitting the review set, I have received the offske survey information
and have redesigned that system. (See sheet 4). Utility clearances could be a problem, so
I have addressed that on the plans.
Sincerely,
David C. Dougherty, P.E.
310 - 208th S.E. Bothell, Washington 98012 (206) 481-9687
14 C. 18 ()"1
.0
CITY OF
EDMONDS
121 5TH AVENUE NORTH - EDMONDS. WA 98020 - (425) 771-0220 - FAX (425) 771-0221
BARBARA FAHEY
MAYOR
COMMUNITY SERVICES DEPARTMENT
Public Works - Planning/Building - Parks and Recreation - Engineering - Wastewater Treatment Plant
October 8, 1998 CHRON COPY
Mr. Dave Dougherty, PE Mailed. 16Z 'TI417
Site Development Services Faxed
310-208 1h St. S.E.
Bothell, WA 98012
Subject: Proposed Condominium at 23717 — 84' Ave. W. (ADB-98-17)
(Plan Review 98-323)
( �V�
Mr. bougherty:
The Engineering Division reviewed your civil site design. The review team
notes the following revisions/corrections. Please contact the review team
members directly for questions regarding their comment.
Storm drainage — Don Fiene, Hydraulics Engineer at (425) 771-0220 ext 323
• See comments in the Storm Drainage Report. Revise as needed.
• Revise temporary construction entrance detail and show on plan where it will
be located.
Traffic — Jamal Mahmoud, Traffic Engineer at (425) 771-0220 ext 328
Provide a traffic report, based upon number of proposed dwelling units. The
report must show trip generation and distribution of trips. Also show number
of PM peak hour trips.
More information is required to determine if the following items meet
Community Development Code guidelines:
0 on -site parking size and slopes.
0 drive aisle width.
0 signage and pavement markings.
0 right-of-way signage and pavement markings.
0 proposed right-of-way improvements.
0 other Engineering Division traffic requirements.
Utilities — Jim Waite, WaterlSewer Supervisor at (425) 771-0235
0 This project is located in the Olympic View Water and Sewer District service
area. Plans are to be approved by and construction coordinated with
OVWSD.
8017.130C
W.1ncorpordt
Sister Cities International — Hekinan, Japan
0 0
If you have any other questions, do not hesitate to contact me at 771-0220,
ext. 325.
Sincerely,
Yrdoln Hyde
Development Services Engineer
c: Lara Knaak, Perrnit Coordinator
Mr. Kevin Otteson CDA Architects Inc. 19524 Ballinger Wy., Seattle, WA 98155
Mr. Charles Nathan 22115 Woodway Park Rd., Woodway, WA
8017.DOC
'r? '. 18 9Q�
0 0
CITY OF EDMONDS BARBARA FAHEY
MAYOR
121 STH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works - Planning/Building - Parks and Recreation - Engineering - Wastewater Treatment Plant
October 8, 1998 CHRON COPY
Mr. Dave Dougherty, PE Mailed 16
Site Development Services Faxed
310-208 1h St. S.E.
Bothell, WA 98012
Subject: Proposed Condominium at 23717 — 84" Ave, W. (ADB-98-17)
(Plan Review 98-323
Mr.tougherty:
The Engineering Division reviewed your civil site design. The review team
notes the following revision s/corrections. Please contact the review team
members directly for questions regarding their comment.
Storm drainage — Don Fiene, Hydraulics Engineer at (425) 771-0220 ext 323
0 See comments in the Storm Drainage Report. Revise as needed.
Revise temporary construction entrance detail and show on plan where it will
be located.
Traffic — Jamal Mahmoud, Traffic Engineer at (425) 771-0220 ext 328
Provide a traffic report, based upon number of proposed dwelling units. The
report must show trip generation and distribution of trips. Also show number
of PM peak hour trips.
More information is required to. determine if the following items meet
Community Development Code guidelines:
0 on -site parking size and slopes.
0 drive aisle width.
0 signage and pavement markings.
0 right-of-way signage and pavement markings.
0 proposed right-of-way improvements.
0 other Engineering Division traffic requirements.
Utilities — Jim Waite, WaterlSewer Supervisor at (425) 771-0235
0 This project is located in the Olympic View Water and Sewer District service
area. Plans are to be approved by and construction coordinated with
OVWSD.
8017.DOC
* Incorporated August 11, 1890 e
Sister Cities International — Hekinan, Japan
If you have any other questions, do not hesitate to contact me at 771-0220,
ext. 325.
Sincerely,
Y p
rdoln Hyde
Development Services Engineer
Lara Knaak, Permit Coordinator
Mr. Kevin Otteson CDA Architects Inc. 19524 Ballinger Wy., Seattle, WA 98155
Mr. Charles Nathan 22115 Woodway Park Rd., Woodway, WA
8017.DOC
I,? C. 18,9 "1
CITY OF EDMONDS BARBARAFAHEY
121 5TH AVENUE NORTH - EDMONDS. WA 98020 - (425) 771-0220 - FAX (425) 771-0221 MAYOR
COMMUNITY SERVICES DEPARTMENT
Public Works - Planning /Building - Parks and Recreation * Engineering o Wastewater Treatment Plant
December 8, 1998
Mr. Dave Dougherty, P.E.
Site Development Services
3 10 — 208d' Street SE
Bothell, WA 98012
SUBJECT: Proposed Condominium at 23717 — 84 th Avenue West
(ADB-98-12) (Plan Review 98-323)
T),,-e-
Dear-A4P.4;)��.
The Engineering Division reviewed your revised civil site design. The review team notes the
following revisions/corrections. Please contact the individual review team members directly for
questions regarding their comments.
Storm Drainagge — DonFtene. Hy-d—raulics Engineer at 02A) 771-0220, Ext. 323
• See comments in the Storm Drainage Report. Revise as needed.
• Add pipe material calls on the plans.
=0431001M
Traffic mitigation of $714.00 is required (3 PM peak hour trips @ $238/trip) to be paid at
time of building permit issuance.
Utilities — Jim Waite, WaterlSewer Supervisor at (42�) 771-023
0 This project is.located in the Olympic View Water and Sewer District service area.
Please provide plans approved by OVWSD.
Please note that there are numerous discrepancies between. the architect's site plan and the
engineered site plan. These plans must match before construction is authorized. Show the
location of the mailboxes, CT bus stop relocation and pavement markings for on -street parking.
Utilize the attached details for all improvements within the public right-of-way and note the
difference on the plans.
0 Incorporated August 11, 1890 e
Sister Cities International — Hekinan, Japan
4 A
Dave Dougherty, P.E.
Site Development Services
December 8, 1998
Page 2
When the revisions are completed, please return the enclosed redlines with one new drainage
report and three sets of revised plans for further review. A construction cost estimate must be
submitted and approved to determine bond amounts and inspection fees. If you have any other
questions, do not hesitate to contact me at 771-0220, Ext. 325.
Sincerely,
?c'GORDON C. HYDE
Development Services Engineer
GCH/cmc
Enclosures
c: Lara Knaak, Permit Coordinator
Mr. Kevin Otteson
CDA Architects Inc.
19524 Ballinger Way
Seattle, WA 98155
Mr. Charles Nathan
22115 Woodway Park Road
Edmonds, WA 98020
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DEVELOPMENT SERVICES C-f-R.
CITY OF EDMONDS
STREET FILE
/4�
CA QE NO.
Critical Areas Checklist.
--------------------------------------------------------------
Site Information (soils/topography/hydrology/vegetation)
=3 Cw.
I Site Address/]Location: LEI I 542t,&W. W. WMOMP�. WAr.
2. Property Tax Account Number: 'k 4$11 001 0113� 0110 7 FED It o i cj,,3
3. Approximate Site Size (acres or square feet): cl-98,4 COM"' PERMU Gai
4. Is this site currently developed? X yes; _ no.
If yes; how is site developed? oks'* -, imA L-e FAMI tY e-V;, (016 K2-C "ne NTIY oM 4
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of I 0-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 3 3 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: Approx. Depth:
7. Site contains areas of seasonal standing water: f1so Approx. Depth:
What season(s) of the year? —
8. Site is in the floodway — NO floodplain f4b of a water course.
9. Site contains a creek or an area where water flows'across the grounds surface? Flows are year-
round? — Nso Flows are seasonal? — KM (What time of year?
10. Site is primarily: forested — ; meadow ;shrubs mixed
urban landscaped (lawn,shrubs etc) '><
11. Obvious wetland is present on site: tJ Q�
DE.TtAMINATION
:�-S.TUDY.REQUIREn.i.�::..:':'::�.�. CONDITION L WA1:VVk:
------------
VAWEK.
Revi�we'd by'.,
anri r
ate
^ca_chk.doc; Rev 10/03/97
City of Edmonds
Critical Areas Checklist
.0c. IsqC3
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.
With a signed copy of this form, the
applicant should also submit a vicinity map
orplotplan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). 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 Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
&1W Of
Name
lqr?Z4 Mwg�g WY gf'-
Street Address
(P 6p)
e2t5MTLZ 4 \AIA
City, State, ZIP Phone
�ig�ature Date
Applicant Representative:
Name
Street Address
City, State, ZIP Phone
Signature
Date
'PC. 18() 11
February 11, 1998
0 0
CITY OF EDMONDS BARBARA FAHEY
MAYOR
121 5TH AVENUE NORTH - EDMONDS. WA 98020 - (425) 771-0220 - FAX (425) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works - Planning/ Building e Parks and Recreation e Engineering - Wastewater Treatment Plant
Kevin Otteson/CDA Architects, Inc.
19524 Ballinger Way N.E.
Seattle, WA 98155
Subject: Determination regarding Critical Areas Checklist # 98-43
'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.
IMPORTANT INFORMATION TO BE NOTEDi.
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENWRONMEMTAL CHECKLIS OR CRITICAL AREAS STUDY.
The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a
project -specific determination.
You must submit a copy of the CRITICAL AREAS CHECKLIST and DETER MINA TION WITH ALL 40
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
C:Reception\Jana\CRLTR.doc
Thank you.
Sharla Graham
Acting Planning Secretary
0 Incorporated August 11, 1890 0
Sister Cities International — Helkinan, Japan
0 0
PLANNING D
NEW (A
NAME:- CPKa4P---.->
SITE ADDRESS: -7
Yq"" LD DATE: 01-1-9 Ll 0
ZONING: PLAN CHK#: 27-3-43
PROJECT DESCRIPTION: t 5 -1kt-41 -C em-4c;1o'5
USE(S) PROPOSED: ALLOWED?:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED -(Y/N)
CUP File:
ADB FILE#: 9 r- I OR DAT WAIVED:
PLANS MATCH APPROVED PLAN:
PARKING:
Use: (4e Ut t4l T-t-,-,) No. Spaces Required: 1,/ur4 IT-
X (floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Total Required: Actual Provided: I -I--
SETBACKS:
Required Setbacks:
Front: / 5 Left Side: 0 Right Side: 10 Rear: I t5-
Actual Setbacks:
Front: 16- Left Side: 10 Right Side: Rear:
Street map checked for additional setback required? (Yes/No)
MAXIMUM FLOOR AREA: - I#
Maximum Allowed: 6kQQ 1� . Actual:
— 7
BUILDING HEIGHT: I f ,
Maximum Allowed:— 26 ___-.Actual Height:-19
Modulation Allowed?:- _Modulation Height:
Datum Point: Datum Elevation:
LANDSCAPING:
Matches AD13 approved:
Bond: 7
SUBDIVISION:
CRITICAL AREAS #: � T, k -!)
cAf11cskp=At^?LANDAc,D0C ( a vitr )
0
0
SEPA DETERMINATION: -DO'�:)
SHORELINE REQUIRED?:
LOT AGGREGATION REQUIREW:
OTHER:
Plan Review By:
cAfi1cs\permAx1PLANDAc.D0C
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LEGAL: DESCRIPTION
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THE WEST. 120 FEET OF LOT 13, BLOCK 1, FRUITLAND ACRES ADDITION TO LXKE
-'N-'88',36' ATS, PAGE 47. RECORDS
k 51" &."�MEAS. BALLINGER, AS PER PLAT RECORDED IN VOLUME 10 OF PL
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MONUMEN. �Wl Yi WASHINGTON.
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YS, PAGE 134, SNOHOMISH COUNTY, WA.
VOLUME 33 OF SURVE
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#4 DOWELS 2'-0" LONG
TOP & BOTTOM, GREASE
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ASPHALT CONC.
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COMPACTED ROCK BASE
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TOP AND BOTTOM
EXCEPT AT EXP. JOINTS
TYP 01\�-SITE CURB DETAIL
NTS
2"ASPH CONC PAVING
3" FOR 20
DEPTH SHALL BE
FEET IN FRONT OF DUMPSTERS
6" COMPACTED DEPTH CRUSHED
0 SURFACING BASE COURSE
COMPACTED CL B GRAVEL
AS REQUIRED
0 A 4r— c-a
CONC.PAViNG e, Ljod (C %.., Vp 4-10 c� 11
NTS It �j C_
ALL- S-r- v` Ax
SPECIAL NOTES:
1. ON —SITE WALKS SHAILL BE 4" THICK CONCRETE CLASS 3000.
2. IF SUBGRADE IS UNSIJITABLE OR CANNOT BE COMPACTED, PLACE A
MINIMUM OF 12" OF'GRAVEL CLASS B. ALL COMPACTION SHALL BE TO
95% OF OPTIMUM THEORETICAL DENSITY PER THE MODIFIED PROCTOR.
APPROVFD FOR CONSTRUCTION
DATE:
BY:
C ENGINEER
ENGINEER:
SCIS
SITE DEVELOPMENT SERVICES
.310 208TH ST SE
BOTHELL, WA 98012
(425) 481-9687
(425)485-7199 (FAX)
DRAWN:
CHECK:
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CDA Architects Inc rporated
19524 Ballinger Wa NE
Seattle, Washing on 98155
(206)368-9668
Fax (206)368-9558
EET:
OF: SHEETS
If
J... DESCRIPTION
LEGAL
1 1, w. -1
AND ACRES ADDITION To LAKE
X
4': LOT 13. BLOCK 1. FRUITL
THE WEST 120 FEET OF PAGE 47.RECORDS
ORDED IN VOLUME 10 OF PLATS,
LAT MEAS. BALLINGER, AS PER PLATREC
.7-11" i'1V
N 88'36'51 W P
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it" 2 RESTRICTIONS, AND RESERVATIONS OF RE
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.236TH STREET S. W.:
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BASIS OF
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VOLUME 33 OF SURVEYS. PAGE 134, S
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20
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0 5
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30' NORTH RIM OF EX. MONUMENT CASE AT INTERSECTION OF 238TH STREE
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(SET FROM USC & GS
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DURING CONSTRUCTION
5
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ION SEQUENCE:
CONSTRUCT
ing with City of Edmonds Inspector.
1, Arrange and attend preconsftuction meet
2. Flag clearing limits.
3. Install filter fence.
4. Install construction entrance.
5. Perform clearing and grading.
Ration of storm drains.
6. Provide CB protection immediately after insta
7. Seed or surface disturbed areas.
pector has approved ffic removal.
d the City's Ins
lized an
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8. Remove silt fences after site has b
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EARTHWORK:
CUT = 150CY
%
FILL = 150CY
JL
AS REQUIRED TO
QUANTITIES ARE APPROXIMATE. CONTRACTOR SHALL PERFORM ALL EARTHWORK
CONSTRUCT THE SITE TO THE FINISHED GRADES, AS SHOWN.
rTAP11 17ATIQ
ESQ MINIMUM
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABL
OTHER
APPLICATION OF BMP'S. INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR
CHING. ALL BMP'S SHALL Bt SELECTED, DESIGNED, AND
VEGETATION, PLASTIC COVERING, OR MUL
MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED
ACCORDING TO AN APPROVED TIMETABLE, (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED -FOR
'bRAWN-,,',',`,1
MORE THAN TWO (2) DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO -MORE THAN SEVEN (7)
.'C H E C K
DAYS FROM MAY 1 THROUGH SEPTEMBER 30).
`97705r:
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SPECIAL NOTES:
1. CLEARING LIMITS ARE THE PROPERTY LINES AND THE
S."
EIkST EDGE OF THE EXISTING ASPHALT IN 84TH AVE.
CH BASINS.
2. FOOTING DRAINS SHALL CONNECT TO CAT
DO NOT CONNECT TO ROOF DRAIN LINES.
3. ALLOW NO CONCENTRATIONS OF RUNOFF ACROSS
ANY PROPERTY LINE.
W.
4. PLACE FILTER FABRIC UNDER ALL SITE CB GRATES
j�
DURING CONSTRUCTION. SEAL ALL OTHER CB LIDS.
LL'NOT 13E USED IN AREAS SUBJECT TO VEHICULAR
5. CPEP SHA
TRAVEL. S SHT 4 FOR ALLOWABLE PIPE TYPES.
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APPROVED FOR CONSTRUCTION SDS
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SITE DEVELOPMENT, SERVICES
jv
lit
310 208TH ST SE
S H EET
..OF�:
BOTHELL, WA ' 98012 j..
DATE'
.4-.0 t
BY:
(425) 481 -968,7%
A
7
(425)4
C ENGINEER 85 .199
T I,
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41
DESCRIPTION.
LEGAL
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THE WEST 120 FEET. OF LOT. 13, BLOCK 1, FRUITLAND ACRES ADDITION 10 LAKE
'Q
N 8'36'517 W'PLAT'&* MEAS.
"Al . 8 -.BALUNGER, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 47, RECORDS
`4
-ion
)NUMENT WITH
'J�p -SN
;p, CONCRETE, MO
31 OF OHOMISH WASHINGTON.
NfY, ENPIkER7
BRASS -CA COU.
-SUBJECT TO EASEMENTS, RESTRICTIONS. AND RESERVATIONS OF RECORD,
SECTION
Z7
.-C
3:6TH,,..STREET's.w.
j!
BASIS OF BEARING
CENTERLINE OF 84TH AVENUE W. PER SURVEY RECORDED IN
VOLUME 33 OF SURVEYS, PACE 134, SNOHOMISH COUNTY, WA.
ASPH. PAD$
BENHCHMARK
3 0! - D 2' tK
71
EXTEN
NORTH RIM OF EX. MONUMENT CASE AT INTERSECTION OF 238TH STREET s.w & 84TH AVE. W.
PROM, GRATE
14h. (SET FROM USC & GS BENCHMARK Q407 ON HWY 99)
60 -
ELEVATION 444.20
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TAPER.
71,
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..........
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STEPS OFFSET.
FRAME AND COVER ELEVATION
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444.67 -
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ORIFICE. DIA=1-1/8" 8" OUT
442.47
1 2 1-1/8" DIA
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GALVANIZED
STEEL STEPS
R/W
C/L
LIFT ROD AS SPEC. BY MFR. W/
HANDLE EXTENDING TO WITHIN
ONE FT. OF COVER AND
ADJUSTABLE HOODLOCK
FASTENED TO FRAME OR UPPER
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SHEAR GATE
z SEE DETAIL
24" IN
442.47
4' 6"
FLOW RESTRICTOR C13
NTS
RDWY
L
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EXST ASP MATCH
EXST ASPH*
2%±
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0.25'S, .5.20'W
A A
2" ASPH CONC CL 8
2" CRUSHED SURFACING TOP COURSE
4" CURSHED SURFACING BASE COURSE
BASE AS APPROVED BY ENGINEER.
2. 0% -
*SAW CUT. APPLY
TACK COAT
6" IN
DWY
%
ROADWAY SECTION_
NOTES:
1. ALL TYPE 11 CATCH BASINS SHALL HAVE
SOLID LOCKING LIDS.
2. CONNECT ALL ROOF DRAINS TO DOWNSPOUTS.
SEE ARCH PLANS FOR ROOF DRAIN LOCATIONS.
3. FOOTING DRAINS SHALL BE CONTINUOUS AND SHALL
BE CONNECTED TO FOOTING DRAINS SHOWN ON THIS PLAN.
4. OLYMPIC VIEW WATER DISTRICT SHALL CUT AND
ABANDON EXISTING WATER SERVICE, AND
INSTALL NEW SEPVICE AND METER.
5. INSTALL 3" WATER SERVICE FROM THE METER TO
rAr-w mm nimr., nHE' TO MINIMAL WATER
PRESSURE. .....
NOTE :
1. ALL STEEL PARTS
SHALL BE GALVANIZED
& COATED W/ ASPH PER
TREATMENT 1.
2. ORIFICE SHALL BE
SHARP EDGE, SHOP
.DRILLED. -
EAST
R/W
SEE PLAN
FOR GRADES
-CONC WALK PER
EDMONDS STD DETAILS
VERTICAL CURB &
GUTTER PER EDMONDS
STD DETAILS
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OR 3/.4'
!i--jINCFE:ASED- 138'.A�. :WIRE'..
WA.SHED GRAVEL.
I*,,.AT',-,.-,.-,BACKINU ijS`� USED. 'I.,
p;:
4 pil 4., 2 4' WOOEIi* POSTS,
ox
STEEL FENCE POSTS,
w
j,
OR
4' TO 8' QUARRY SPALLS
6
4,
EQUIVAL
ENT.N
12' M I
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA -
i w
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CONSTRUCTION ENTRANCE
2411.." "'LT -E:N:C,
'11.� I J 4".
I v, '';. . :� '. , . I . NTS
j
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vn
a
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MATCH LINE (SEE SHT C3)
NOTES:
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS Oil THE CITY OF EDMONDS AND
THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION, 1991.
2. CONNECT ALL ROOF DRAINS TO DETENTION PIPE SYSTEM.
3. CMP, SHALL BE 16 GAGE GALVANIZED STEEL OR ALUMINUM. STEEL DETENTION PIPE
SHALL HAVE ASPHALT TREATMENT I COATING OR BETTER.'DETENTION PIPE SHALL BE
3X I CORRUGATIONS 16 GAGE.
CON CRETE 12" STORM DRAIN PIPE SHALL BENON-REINFORCED ASTM C-76 AND
rvi am 4QU-361NCR DUCTILE,
ZES i2 ITINT
IRON PIPE SHALL BE CL 52. PVC SHALL BE EQUAL TO SANITARY SEWER PIPE AS
SPECIFIED BELOW. ANY PIPE DESIGNATED AS "SD" MAY BE ANY TYPE LISTED HERL11N.
CPEP NOT ALLOWED UNDER TRAVELED SURFACES.
5. SANITARY SEWER PIPE SHALL BE PVC ASTM 3034, SDR 35.
6. CALL ENGINEERING DIVISION (425-771-0220) FOR PRE-BACKFILL AND FINAL.
INSPECTIONS..
7. RPSPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINAGE SYSTEMS ON
PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. MATERIAL
ACCUMULATED IN THE STORAGE PIPE MUST BE FLUSHED OUT AND REMOVED FROM
CATCH BASINS TO ALLOW PROPER OPERATION. THE OUTLET CONTROL ORIFICE.MUST .
BE KEPT OPEN AT ALL TIMES.
8. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND ALI. UTILITIES MAY NOT BE
SHOWN. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS AS REQUIRED.:
CALL 1-800-424-5555 FOR UTLLITY LOCATIONS PRIOR TO ANY EXCAVATION;.
9. THE CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AT
ALL TIMES UNTIL PROJECT COMPLETION. ENSURE SILT DOES NOT ENTER OFF -SITE
STORM DRAIN SYSTEMS AND MATERIAL IS NOT TRACKED ONTO CITY STREETS. TESC
MEASURES SHOWN ON THESE PLANS ARE A GUIDE. THE CITY'S INSPECTOR MAY:
REQUIRE ADDITIONAL MEASURES.
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OUTFALL#84-1A 42t
11 IE=439.90 11443 01
IP ' (.+I PIP N 0I'll' :\flvv Lij P.. VERIFY ELEV OF EXST GAS
(,,r,ppF.R I I all. III A 1.
-- & WATERMAIN PRIOR TO CONSTR.
0 NOTIFY ENGINEER IF CONFLICTING
238TH STREET S.W. Ex. CB
N-
91LF 12" CO C
'0 @ 1.40%
30' 30'
1 "41.00
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NOTE: EXST UTILITIES MAY HAVE TO BE RELOCATED.
VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY
ENGINEER OF ANY CONFLICTS.
238TH ST STORM DRAIN PROFILE
1':=20'(HOR)
1'=5'(VERT)
APPROVED FOR CONSTRUCTION
BY: 0--,
DATE:
OrYY ENGINEER
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FOX (206)36B-q558-.!:
ENGINEER:
SDS
SITE * DEVELOPMENT SERVICES',.�i,'
310 208TH ST SE
BOTHELL, WA .;98012..
.(425) 48:1-9687'
(425):485-71.99 .
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C.. AND ACRES ADDITION TO LAKE
.120 FEET OF LOT 13. BLO
THE WEST I
71 -.1 .'..N.'8.8*36'51"- %PLAT,*':": M EAS.
DED IN VOLUME 10 OF PLATS, PAGE 47. RECORDS
P,�-m )v ;i. , �.. ,
BALLINGER, AS PER PLAT RECOR
-AVITH
N
rjji(; E OF SNOHOMISH COU
fYi WASHINGTON.
N
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GAP.
A,
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A." 3 S, AND RESERVATIONS OF RECORD.
Lk - i 1, AW
zll, .4. SUBJECT TO EASEMENTS. RESTRICTION
N 1� 4t, P.
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tl BASIS OF BEARING
URVEY RECORDED IN
-4
T j
E 134, SNOHOMISH COUNTY, WA.
'kji
CENTERLJ�E_OF 84TH AVENUE W. PER S
YS, PAG
VOLUME 33 OF SURVE
E3
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I ''A 5 10 20
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BENHICHMARK
io,
30'.
'30 N
ORTH RIM OF EX. MONUMENT CASE AT INTERSECTION OF 238TH STREET S.V & 84T H AVE. W.
& GS
(SET.FROM, USC
BENCHMARK Q407
ON HWY 99)
ELEVATION 444 20
C,4.
DATUM
NGVD 1929
.7 . . . . I . . I ... .
. . . I . . . . . . . I .... .......
...... ....
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AT EXPANSION JOINTS
I of
-0 LONG
#4 DOWELS 2
TOP & BOTTOM, GREASE
ONE END
ASPHALT CONC.
. ...... . ..... PAVING
COMPACTED ROCK BASE
CONC. CURB
0.
1-11.52 COMPACTED SUBGRADE
#4 BAR CONT.
TOP AND BOTTOM
EXCEPT AT EXP. JOINTS
TYP ON___, -SITE CURB DETAIL
NTS
2" ASPH CONC PAVING
DEPTH SHALL BE 3" FOR 20
FEET IN FRONT OF DUMPSTERS
6" COMPACTED DEPTH CRUSHED
40 SURFACING BASE COURSE
COMPACTED CL B GRAVEL
AS REQUIRED
CONC.PAVING
NTS
SPECIAL NOTES:
1. ON —SITE WALKS SHALL BE 4" THICK CONCRETE CLASS 3000.
2. IF SUBGRADE IS UNSUITABLE OR CANNOT BE COMPACTED, PLACE A
MINIMUM OF 12" OF GRAVEL CLASS B. ALL COMPACTION SHALL BE TO
95% OF OPTIMUM THEORETICAL DENSITY PER THE MODIFIED PROCTOR.
APPROVED FOR CONSTRUCTION
BY: DATE:
C ENGINEER
ENGINEER:
SDS
SITE DEVELOPMENT SERVICES
.310 208TH ST SE
BOTHELL, WA 98012
(425) 481-9687
(425)485-7199 (FAX)
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1 18
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CDA Architects Inc rporated
19524 Ballinger Wa NE
Seattle, Washing n 98155
(206)368-9668
Fax (206)368-9558
S1 EET:
OF: SHEETS
0
4
"Ilk
QUANTITIES ARE APPROXIMATE. CONTRACTOR SHALL PERFORM ALL EARTHWORK AS REQUIRED. TO..,
CONSTRUCT THE SITE TO THE FINISHED GRADES, AS SHOWN.
ISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE
ALL SOILS EXPOSED BY LAND D
APPLICATION OF BMP'S, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, 'OR OTAER
VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMP'S 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
D NO -MORE THAN SEVEN (7)
MORE THAN TWO (2) DAYS FROM OCTOBER 1 THROUGH APRIL 30 AN
DAYS FROM MAY 1 THROUGH SEPTEMBER 30).
17
It
SPECIAL NOTES:
1. CLEARING LIMITS ARE THE PROPERTY LINES AND THE
E�ST EDGE OF THE EXISTING ASPHALT IN 84TH AVE.
/
2. FOOTING DRAINS SHALL CONNECT TO CATCH BASINS. |
DO NOTCONNECT
TO ROOF DRAIN LINES.
'
'
3^ ALU]YV NO CONCENTRATIONS OF RUNOFF ACROSS
ANY PROPERTY LINE.
4' PLACE FILTER FABRIC UNDER ALL SITE CB GRATES '
DURING CONSTRUCTION. SEAL ALL OTHER CB LIDS.
5 C�EP SHALL NOT RE USED \N AREAS SUBJECT TO VEHICULAR
' ��
TRAVEL SEE SHT 4 FOR ALLOWABLE PIPE TYPES.
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"XI -0 LAKE
4i 4-j'' .3 4
THE 120 FEET, OF10T. 13, BLOCK 1, FRUITLAND ACRES ADDITION
N 88-36'.51 W
L GER, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 47. RECORDS
PLAT, �BAL IN
NUMEN.T.,-WITH
ONCRETE,-MO WASHINGTON.
X,dA8ED.(
-SN
OF OHOMISH
lPRAS iCA .:--'COU,..,
'ko �f`f-, ENbIkERl-
Wv . ......
C :-NIER 0 SUBJECT TO EASEMENTS, RESTRICTIONS, AND RESERVATIONS OF RECORD.
F* SECTION 31.'.
97 N,;:; -R.'-- 4.
'236T ,�STREET-S.'M
H
4
W. I� YI,
4
J7
V
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jgl
13ASIS OF BEARING
Oil
UE W. PER SURVEY RECORDED IN
CENTERLINE OF 84TH AVEN
VOLUME 33 OF SURVEYS, PACE 134, SNOHOMISH COUNTY, WA.
r
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EXTEND 2'
A
1. 1
r S.W & 84TH AVE. W.
NORTH RIM OF EX. MONUMENT CASE AT INTERSECTION OF 238TH STREE
FROM, GRATE
(SET FROM USC & GS BENCHMARK Q407 ON HWY 99)
q
ELEVATION 444.20
XIf', I;., W
3:1 TAPER.
2+37, GUTTER LINE
DATUM
w
3.j', (o; �.4 pl,'T
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0 5 10 20
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SHED
2+29-91 DRAIN @ 1%, MIW-
Y.
N 88*37'07" W 120.01'
6!-JAPPING;i TEE,
...... . CH.
3 -Out, LK
6;..,f GV FUMJ
6
2+29
. I . . . I . I I I . I I I . . . I I .
f1B EiND
E7 UR
4' rH, LK
(L
G
WALK MIN
N it ;X f. 6" PVC ROOF DRAIN .0 1%,
........ tr VIA/
1C CEDAR
J
................ 2.4".: Hw
v
r . I . . . .
j�j 4 ......
Co N t==�
gum-
kINTAIN FOG 1:' % s
2+13,
LINE, REPAINT
PEU
-REQUIR
.# A .......... .
---RT 28'
-_4
Lu. . ..... 42 FH ASSY
;:"4. 4 ...z
..... .......
00
p, BLDG
ILL ... ... x�
24" M
Of I �l PAINT. CURB GAR=446.5
:D41 i, ... .... IL
NEW
YELLOW ON ....... ... ... . .. ...
YVALM
NORTH 81DE .... .......
A- ........ ..
OF- DWY
C
V EW'ASP
N .. ....... 4
0
v S�s
1� ..... .... ..............
. - I
C
t3-tG, t .4, f _7
C,
.... ......
US STOP:
OC EX
ST .............
L .......
Al Al I
<
GN TO ...........
SI
.1 +51:'
.............
v -7�
uj
F=
0 CONN'TO
0
...... co
ce
6" PVC SSS 0
00 2%, MIN, TYP 6" ROO DRAIN
SSS. ..........
Lo
INSTALL' j ... ......
c� o @ 1% N IN, TYP
0
b VERIFY CLEARANCES
J, C
d
fix cr) 0 PRIOR TO CONSTR
......... .
Z
HOI. SE
m /�If r Q'I rnion I
it W
11-48)
MATCH!, EXST-�
TE=446 44 PE 1)
ASPH ......... .... CB#3(TY
29- T
"E)
442.A7(8
.... ............ IE=, TE=445.66
I E
............ =442;67(?4"S) IE=443.38
............ .
LT-vIfj .�rs ',I C.- .......
L
Z
If
If
> .........
000r I:#
ltj
1�1, 7, f,
N T
4", P RA
10
V;
W.: .. ....
. I uq ;.I ........ .......
, Is
0-5; 1114111?�IR61,01,i
q,
i " = 10,
448
24" HEM It
. Z
INSTALL FLOOR
DRAINS IN 11
STAIRWELL. CONN
TO DOWNSPOU�i
DRAIN SYSTEM, 1,TYP
1 2
ROUND SOLID COVER MARKED
"DRAIN" W/ LOCKING BOLTS.
STEPS OFFSET. I
FRAME AND COVER ELEVATION
446.5
OVERFLOW
444.67 -
6" DIA ELBOW W1
ORIFICE. DIA=1-1/8"-
8" OUT
1.2'
442.47
1-1/8" DIA
ORIFICE
GALVANIZED
STEEL STEPS
R/W
C/L
RDWY
LIFT ROD AS SPEC. BY MFR. W/
HANDLE EXTENDING TO WITHIN
ONE FT. OF COVER AND
ADJUSTABLE HOODLOCK
FASTENED TO FRAME OR UPPER
HANDHOLE. =
cq
4' 6"
SHEAR GATE
SEE DETAIL
, 24" IN -
442.47
FLOW RESTRICTOR CB
NTS
.5'
EXST ASP MATCH
It EXST ASPH*
2%±
Li
< 0 .
X 00
00
o 3
0
ci o
z
&
CL T
4. 1 . I I . I
a Ld . ... I I . I I
. . . . . I I . . .
40LF 24'
A
"CONC 0
. I I . . I . . . . I . . .
5%
0. BLDG
REMO -48)
WATER SVC ................. .. CB#4(TYPE 11
. I ........ ...
............... (ACTUAL
'5: W1 2"
'WK tP LAC ... ... . TE=447.5 GAR=446.5
c) . I .......
'ROTE 4,� TO RIG T I ...... ....
LE IE-442.61
NGTH)
A
------ ILI
z ------------
PP
44
1 +51;
N
RELOCATED: w.
J...
A
0-
lus STOP SIGN.:
kj .1 X ul
Ld
PAINT CURB* ......
. ............ ... ..... .. .
...... a ...........
YELLOW -.SOUTH: 6" PVC IR)OF DRAIN GARAGE
u
'r OF' DWY ..........
i.� 11.1 17.,
........ ...
7., 'F u.,
Vicl, 1,:; 11 o I ... . I I . I . I . .
120.01'
3' PICKE T FNC
j 7'11 W
'��i :Iz "- I . . ........... I X
DOWNED WIRE FNC
t.
----------- -----------
+2996-
.3' PICKET FENC
E
R
Lo
27LF 24"CPEP
IN, 1- .1 +35,' GUTTER
�;:C$#84-r2( PE-1)
6. INC)OD
..... .....
N41
X�
00
i:,;;TE 414,5.2
1E
'A
co
CB# 1 (TYPE 11-54)
Y,
X, IE
42. 6(�"E)
4" FOOTING DRAIN
FLOW RESTRICTOR
OF-444.64
IE=442.47(ALL) HOUSE
4,76
:1 IE=�4 (112"N&S):-
'kA
o 1.0%, MIN
TE-:446.5(SOLID LOCV ING LID)
MATC
0
EXST
"ASPH
ASPH RAMP TO
Ld
EXST ASPH
4.M
�Wil P
Q
All �v
LINE
'K . i �Sl k, A, I
g
-DRAIN EXTENSION, SHT 4
SEE; OFFSI TE; STORM
ij
4"Ar
v
X.,
W49
44., 1�ijft
g
I,
TP
-EX. IRON PI-11)
0.25'S, .5.20'W
A A
2" ASPH CONC CL 8
2" CRUSHED SURFACING TOP COURSE
4" CURSHED SURFACING BASE COURSE
BASE AS APPROVED BY ENGINEER.
2.0%
*SAW CUT. APPLY
TACK COAT
6" IN
DWY
2%
ROADWAY SECTION_
1 91=50
w
NOTES:
1 . ALL TYPE 11 CATCH BASINS SHALL HAVE
SOLID LOCKING LIDS.
2. CONNECT ALL ROOF DRAINS TO DOWNSPOUTS.
SEE ARCH PLANS FOR ROOF DRAIN LOCATIONS.
3. FOOTING DRAINS SHALL BE CONTINUOUS AND SHALL
BE CONNECTED TO FOOTING DRAINS SHOWN ON THIS PLAN.
4. OLYMPIC VIEW WATER DISTRICT SHALL CUT AND
ABANDON EXISTING WATER SERVICE, AND
INSTALL NEW SERVICE AND METER.
5. INSTALL 3" WATER SERVICE FROM THE METER TO
I lit
. %. 1.
1 ,
. I.,
L
Do
kk�
EXPIRES:- �;,5
/14/99
4m.
wit,
A
q!i -I%-.!
NOTE
1. ALL STEEL PARTS
SHALL BE GALVANIZED
& COATED W/ ASPH PER
TREATMENT 1 z
2. ORIFICE SHALL BE 0
SHARP EDGE, SHOP
IL
.DRILLED.
V)
w
1 1.0
1k.
A..
<
<
EAST
R/W
DRAWN:.
CHECK:
2.5'
JOB NO:. .97055:.
SEE PLAN
41
FOR GRADES
W
\_CONC WALK PER
EDMONDS STD DETAILS
VERTICAL CURB
-GUTTER PER EDMONDS
STD DETAILS
z
CL
7
0 t'.
n
in
4r" 0:
7
z ff -Z
<
0
7'
U.. 17
c
4-J <
u� z
�-y
. n 00 <
T
1-0 4"
< 0
Z
4j
w
4
om
Ld N
EACH BUILDING DUE TO MINIMAL WATER "'J"N
PRESSURE. .... ... 'tar,
3!
I !t4
d,
T F;
CMD A' Akxr I t
q
1 4 z
5 w%
ia
if st 0.
M",
T I I w.
N
a
4 -t:%
L
Al
lq
Ft - .. .....
t:P ;Knt
'4
t
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-T -FADR OR
JU -.ER'i-'. E
2'� 2's! BY.I, 14 i
I Ipx -';STANDA I
IS H 1.�, B E II,, ilS P� R
ivy;, Axj;!:, keX
'.PA, ):;T
Ix
iw
RE
It ..;!
-TO
"'EQUIV tv
H
50' 00'
33
4F
42
0 SE 50' FOR
�S
EC�
0 0
I A' 0 0
000
0
0
lid
00 0 0 IHI OJEC'
0 0
uZy-0
0
"1- 0 A o- 1
0 0 0 0
;Ij 0 0 0 0 0 00 0 0 � �0
FIL-TER.; FABRIC! ."77� 000000 0 0 0
-020
0 0 0 0 0 0 000000b
Y.*?fil 44 .;v 0 0 0 0 0 0 0 0 0 0 0 0 D-z3,
-0-
Z
0
0 0 0 0 0 0 0 0
-2' MIN' 02
w V U U %j
15,4, 1 , . `j u 0 0 0 0 00 0
0
0 n 0 0 0
0 0 0'w u
1% 0 0 u 0 OU0,0 0 v Q Q
it 0 0 u u v v0v u
0
000
00
u U 0-0-0
0
0, 'v v v v
0 u
kj 0
0 0-0-u u v
0 0 0 0 0
01, 00
0
0 0 0 0
0
12' MIN 0 0'.0
0 '00 0 0
u v
0 00
tj
0 00 0
4� 0 0
0
.f, ,I . ...... MINIMUM 4`x, -0 151' IN
....; I",
T
RENCFN
R 25' MIN
sit
BACKFILL �TRENCH.
t.x
OIL
WITH NATIVE S
4
IN6 -�"MA*,-BE,
..POST�iSPAC OR 3/.4# - 1.5"
v
WASHED GRAVEL.
IS;iUSED,
P
" 2 4- WOOD., POSTS,
x
STEEL FENCE POSTS,
4' TO 81 QUARRY SPALL
RE BAR, -OR
TiN
EQUIVALEN
12' MIN
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA -
CONSTRUCTION
ENTRANCE
i7V
T
.�F,,`ENCE
"31
NTS
NTS"
-A
V2 4
V�
4
MATCH LINE (SEE SHT C3)
44506
-/444 �1
t!
9. ezl.wk;�
kt. .74;17, 1� vi
04 tit" 4k
j,
t &A zo
n
30'
01 io
c
LLJ
ql.
r 1, 44�18
g�
e (A
"0:
v
(D Q
I "X"
00
3
-j -1 b N
:1. Ji �A t, I t
V
NI -VI
V)
j�.
0m4V44
,i ij
443.40
4 0
'6
J
q.:
c)
r
Ld
(0
v
",!5x
FILL DITCH OVER
�y
PIPE. 1' MIN COVER
QD
P, If, r,
CA
CA
C-4 L0 .30' 30'
14- -1* -
8'Lx4'Wxl'D,
uj
11 Ld 2" TO 4" RIP -RAP. z
W
Uj
'44 4.20
f .
2
> RESHAPE DITCH -
Ld z EX. OLITFALL
ABA
w
D 0
AS REQUIRED
I 1W.- -14 1.13
QvLA 1,
to (0 4"Dr �p
k3
4f 0 4' WCIOD f 14C[: 0
w c� - . . . . i . : , , - - ,
0. + Y.j ". I - . . d. . � L' , ' i I . --
It . -- .. - .74
" L ";,* ' q;' " I ' * . I ....
+ -
It 4, ;7,
Is L",1,
JL.
10-, 1
.511; 14
411
�b
XF
till,
t
wit,
INN
IT11
Noll
E
IN
is
ff.
.�. I ..N.I.-I.....; �U*l "?", A, � , it t,.
A tr, !.i,
1. It- I q It
.
it i%,",
STO R RAI N'
P R.F1 LE'
-D
11 j-;j'!s=20s(HOR)
"�;W(VER T)!
p;.
A
.... I. .
-j
FINISHED GRADE
A
SET AT 2% DOWN
71
GRADE FROM EDGE
-OF.-EXST ASPH.
SEE SECTION
it ;1.
X.
ISSMH
ILA- PF'
j 4 36. f 6, 1"vj(w I
U10" -mGI7 OF ASP'RAL-r- L Ill! 'A ilf)l 1 1.. hPF'R-
�UtItEll FR0yuT11,IT-,- I PLA I
OUTFALL�84-11A
IE=439-90
. .. ..... A`(( It' AND
z
238TH STREET S. W. bi E
91 LF 12" CON\C
'0 @ 1.40%
fill
30' 30'
444.00
00
NEW GUTTER
C4 UW
GRADE, TYP 0 t::
z D
NOTES:
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF EDMONDS AN
THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS. CONSTRUCTION, 19.9
2. CONNECT ALL ROOF DRAINS TO DETENTION PIPE SYSTEM.
3. CMP SHALL BE t6 GAGE GALVANIZED STEEL OR ALUMINUM. STEEL DETENTION PIP
SHALL HAVE ASPHALT TREATMENT I COATING OR BETTER.'DETENTION PIPE SHALL
3X I CORRUGATIONS 16 GAGE.
4. CONCRETE 12" STORM DRAIN PIPE SHALL BENON-REINFORCED ASTM C-76 AND
CORRUGATED POLYETHYLENE PIPE (CPEP) SHALL BE SMOOTH INTERIOR PER AASH'I'O
M252 IN 8 INCH SIZE AND AASHTO M294S IN SIZES 12 INCH THROUGH 36 INCH. DUCTIL
IRON PIPE SHALL BE CL 52. PVC SHALL BE EQUAL TO SANITARY SEWER PIPE AS
SPECIFIED BELOW. ANY PIPE DESIGNATED AS "SD" MAY BE, ANY TYPE LISTED HERIBIN
CPEP NOT ALLOWED UNDER TRAVELED SURFACES.
5. SANITARY SEWER PIPE SHALL BE PVC ASTNI 3034, SDR 35.
6. CALL ENUINEERING DIVISION (425-771-0220) FOR PREBACKFILL AND FINAL.
INSPECTIONS.
7. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINAGE SYSTEMS ON
PRIVATE PROPERTY ISTHE RESPONSIBILITY OF THE PROPERTY OWNER. MATERIAL
ACCUMULATED IN THE STORAGE PIPE MUST BE FLUSHED OUT AND REMOVED FROM
CATCH 13ASINS TO ALLOW PROPER OPERATION.. THE OUTLET CONTROL ORIFICEMUS
BE KEPT OPEN AT ALL TIMES.
8. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND ALI. UTILITIES MAY NOT B
SHOWN. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS AS REQUIRED.:,
CALL 1-800424-5555 FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION;..
9. THE CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL
ALL TIMES UNTIL PROJECT COMPLETION. ENSURE SILT DOES NOT ENTER OFF -SITE
STORM DRAIN SYSTEMS AND MATERIAL IS NOT TRACKED ONTO CITY STREETS. TESC
MEASURES SHOWN ON THESE PLANS ARE A GUIDE. THE CITY'S INSPECTOR MAY.
REQUIRE ADDITIONAL MEASURES.
a.
118LF 12" CONC
0.5%
-A J'HAI.I WALK VERIFY ELEV OF EXST WATERMAIN PRIOR TO
CONSTR & NOTIFY ENGINEER IF CONFLICTING
CUT & CAP EXST SID
< CB#84-1(TYPE 1)
T1 TE=444.4
CL
In
< IE=441.17
LA
11LF 12" CONIC @ 5.09%
j REMOVE EXST SD &
_,�PLACE NEW SD @ SAME IE
7
tills,
CB
-4-4 4- '1
7 N 88-37-15- W (N 88-36-51" W PLAT)
4r4.83
VERIFY ELEV OFEXSTGAS
WATERMAIN PRIOR TO CONSTR.
b NOTIFY ENGINEER IF CONFLICTING
X. CEI
OFF SITE STORM DRAIN EXTENSION
1 20'
10
ONO
on
Now
HIM
ml
IN
film
NMI
m
0-
-w
-I*;
v,
x1t
. 4,
1h
is-
P R.0 F1 LE'
N
-84TH
jt!�=�6'(HOR)
ON
V13"
*1"If, -lite
u;1 a,
(0
+
01 , 0
01
m
in
OR=
EXST
12" SID
435
0+00 1+00 '2+00 ----
NOTE: EXST UTILITIES MAY HAVE TO BE RELOCATED.
VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY
ENGINEER OF ANY CONFLICTS.
238TH ST STORM DRAIN PROFILE_
1 "=20'(HOR)
1 "=5'(VERT)
APPROVED FOR CONSTRUCTION
i4
y
D
is t
Oi V. j`,,'.,.. A' .1%
sm
0 518 'so Q,-
of
3E
/14/99
[EXPIRES:.',*5'
r ,
E
im.w
r
t
z
0
v
r u..ur, i
E
'9f 7' N K
k,
ti?i
w a
kT
I 1H H I
t
F
4 1 Ail
DRAW
CHECK:
'9
7.055
JOB NO:i
Y pl.
4
W
it.
Z V)
u
In
7
T
n .
4-)
%
z
n 0.0.
i..0
z
:w
n.
Ljj
17-
M.
."'t 10
v:
(tee ; Inces a ed!-,:,:.1
6gi`
Seattle_
Fox k206
MIAMI
51 U zub I h Z> I bt
BY: DATE: BOTHELL, Wk -.'98012--
-2 qcl
OrYY ENGINEER (425) 48.1. -9687 1
(425)485-71.99:.� (FM)
Z:)h
ET ......
OF:;
?:-1sHEE.TS`-'l
i-v
I I it
Is