18107 84TH AVE W.PDF111111111111
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18107 84TH AVE W
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUC TURE):
COVENANTS (RECORDED)
CRITICAL AREAS:— �&� DETERMINATION: [-] Conditional Waiver E] Study RequirAedWaiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED._�_//�
SCALED PLOT PLAN DATED:
SEWER LID FEE LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED: —
SIDE SEWER PERMIT(S) #: 2zg Z
GEOTECH REPORT DA
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DN
LATEMP\DSTs\Fomis\Street File Checklist.doc
.r 17 C. I S9�
City of Edmonds I'll 10: 9721
. I -
�PERMIT PER -MIT EXPIRES
SIDE SEWER
Address of Construction: hva 5q 7,v P VE- h.) LID #
roperty Tax Account Parcel No. 0&1 - / geq, 7 - 1) 1// -0 C)S- - 0
Attach copies of all access and utility easements IV?#— Verified and Approved b
Owner and/or Contractor:
Contractor License #:
-fiaSingle Family
[_� Multi -Family (No. ofUnits
F� Commercial (No. of Units
F-1 Public
uilding Permit #: �_0/9z - Q 2 7 7
Invasion into City *Right -of Way: El Yes W-No
*RW Construction Permit #
Cross other "Private Property: F-1 Yes 'NrNo
"Attach legal description and copy of recorded easement.
ner/Contra t
Owner or contractor s nat e and acknowledgement statement: Date'
By signing for this permit I certify that I have read the City's public handout entitled
ide Sewer Specifications, and shall comply with all.City. requirements outlined therein.
9 CALL DIAL -A -DIG (1-800-42yj5555) BEFORE ANY EXCAVATION 2
9 FOR INSPECTION CALL 425-771-0220 extensionj:;XW
24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REOUESTS
FOR OFFICE USE ONLY
. . . ....... .... ... .
Permit Fee Repair Fee $ Issued By: _T _j-JAAhQ R ZLn=L/20
Trunk Charge $ Date Issued: 10 [ 0 -,�
Assessment Fee $ Receipt No:
City Permit Surcharge Fee $5.00 Total Fees Paid $
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED.
Job Site Ready YES NO - Date: Initial:
Partial Inspection: —Date: Initial:
Partial Inspection: Date: Initial:
FINAL INSPECTION APPROVED: Date:' 79ttq1Qf2_- Initial: As -built to Street File: E]
PERMIT MUST BE POSTED ON J08 SITE t�
White Copy: File Green Copy:, Inspector Buff Copy: Applicant
L;temp;bidg;forms;sspermitjlg4/00
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GARAGE
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41'
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6' DEEP
CIO
PRIVATE DR,
CITY OF EDMONDS SIDE SEWER
AS -BUILT
ADDRESS
18107 84TH
AVE W
PERMIT
NUMBER 9721
HOMEOWNER xxxxxxxxxx
CONTRACTOR
ZIMMERLAND CONST,'
DATE 05/14/02
I
DRAWN ISMAEL �ABILA
BY
NOTICE:
-c c
N'o -w-a rra nty. Of -a-� - u ra
The -Information'shown on the attached
map(s) was compiled for use by the City of
Its Employees and Consultants.
Edmonds, *
The City of �Edm.onds does not . warrant the
accuracy of anything set for.th on these
rnap(s"). Any person or entity -requesting a
copy should conduct an independent
inquiry regarding the informa tion shown on
t-Fe -m a p (s) I including, but not limited to,
th . e location of any sewer stub shown. Such
sewer stubs may or may, not exist and may
or may not exist at the location shown.
Neither the 111.�ity of Edmonds nor its
ernpto-yee-s o-r offiCer-s') -shal-1 be l.'labill-e for the
information given' on this map(s), nor for
ion provided based
any one representat'
upon said map(s).
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PLANNING DATA
SITE ADDRESS: i f� 10- 7 —PLAN CHK#: Da—'\ci
PROJECT DESCRIPTION:_N��..,)
REDUCED SITE PLAN PROVIDED?: No
MAP PAGE: CORNER LOT: Ms / No FLAG LOT: (Yes / No
ZONING: -2- CRITICAL AREAS DETERMINATION M, &L '-,9
UStudv Reouired:
\9_1
(/W Waiver
U Conditional Waiver
SEPA DETERMINATION:
UFee
El Checklist
U APO list w/ notarized form
U (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
wk Exempt
SETBACKS:
Required Setbacks:
Q�6LITA ) Streett—lb I Left Side: Right Side: 10 Rear:
Actual Setbacks: r
Street:'&G' Left Side: Right Side: Rear:
Street map checked for additional setback required? (Yes No DN
0 DETACHED STRUCTURES:
U ROCKERIES:
El FENCES/TRELLISES:
14 BAY WINDOWS / PROJECTING MODULATION:
U STAJRS / DECKS:
PARKING: Required: A Actual:
BUILDING HEIGHT:
Datum Point.S6S.. iA . iA i,!>+ Datum Elevation: SkC."No
Maximum Allowed: ol'�4 Actual Height:
'100 - "7
0 A.D.U. CREATED?(§L/ Yes)
SUBDIVISION: C& 2"'o - rao
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED:
OTHER:
Plan Review B
NewBPP1anningDataFonn.D0C .
City of Edmonds
0 lf'RMCEIVED
OCT 2 6 1996
R 'i pt -�TF
'kW CRITICAL AREAS CHECKLIS T
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 deten-nination 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:
�A�\J 1-0-3 Y\O'V-�
Name TL
12 L t4-
Street Address
1� 0-4k . � �—) 0, q '(-�) � (�
City ' State Zip
Telephone
�) W//
Sign t e V
) c) C1 C6—,
Date
Applicant Representative:
Name
Street Address
city State Zip
Telephone
Signature
Date
c: rece ption\j ana\c ac 1. doc
(over)
C F No. -2M
Sitical Areas Checkfist6'LE
� 0
----------------- --------------------------------------------
Site Information (soils/topogr�phy/hydrology/vegetation) " 0VP
I
2.
Site Address/Location: 4
Property Tax Account Number: 0 �Z 9-Z)
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? _ yes; Y no.
If yes; how is site developed?
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).
6.
7.
8.
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 3 0% present on site (a vertical rise of I 0-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
Site contains areas of year-round standing water: _; Approx. Depth:
Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
Site is in the floodway Y�Q) floodplain
of a water course.
3. Wetland inventory or. C..A. map indicates wetland present on site?...
4.�Mql tritical.Are"as: i ventorv::Gr:C.A.im IndicatesCriti I Ar 'e?
....... .. .. . .. qca. :.,.:'.:qa: on: sit
i e*ithiri:.de�ighated..c�.a,rth:.s-ubsidence..IAiid�lide:hAti�td:�b&6
-T�nviroam nta ly.:Sen�itive Areas M
Site:46signatedrowthe: I ap?
... ... .....
bETMMINAVON
STUDY REQUIRED CONDITIONAL WArVEk.
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INSPECTIONS RE D
FOR EROSION , CONTROL AND DAM* -
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CITY OF EDMONDS
-4�0"
129%, 121 SM AVENUE NORTH - EDMONDS - WA 98020 - (425) 771-0220
httpV/www.ci.edmonds.waus
RCW 197-11-970 Determination of Nonsignificance (DNS)
DETERMMA77ON OF NONSIGNIFICANCE
Description of proposal: Grading for a proposed 4 lot subdivision, including 1,517 cubic yards of cut and 1,520
cubic yards of fill, to allow for an access road, driveways, and building pads (File No. S-2000-50).
Proponent: Orlo and Bunny FuUer
Location of proposal, including street address if any: 18111-- 80 Avenue W., Edmonds
Lead agency: CTrY OF EDMONDS
The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the
environment. An environmental impact statem6nt is not required under RCW 43.21.030(2xc). This decision was
made after review of a completed environmental checklist and other information on file with the lead agency. - This
information is available to the public on request
. — There is no comment period for this DNS.
X This DNS is issued under 197-11-340(2); the lead a gency will not act on this proposal for 14 days ftorn
the date below. Comments must be submitted by Dze— 14 .2000.
Responsible Official: Meg GruweU
Position/Tide: Senior Planner
Phone: (425) 771-0220
Lj
Address: City of Edmonds
121 - 5th Avenue North
Edmonds, WA 98020
Date: 11130 "e" N�� Signature:
V
xx You may appeal this determination to Robert Chave . , Planning manager, at 121 5th Avenue North,
Edmonds, WA 98020, no later thin _ Det— 14 , 2000, by filing a written appeal citing the
specific factual reasons for the appeal. Ile appeal submittal must also include the required fees and
mailing list. Please contact the Planning Division for specific submittal requirements.
xx Posted on * f�6v, I o , 2000, at the Edmonds.Public Library, Edmonds Community Services
Building, and the Edmonds Post Office.
xx Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of the Checklist.
_4
MI.
S'Wmsoomoc Page I of 2 ATTACHMENT 6
CREAM ON 11/30= 9-0.1 AM
Mailed to the following along with the fronmental Checklist:
XX Environmental Review Section
Department of Ecology
P.O. Box 47703
Olympia, WA 98504-7703
XX National Marine Fisheries Service
Attn.: Steve Landino
WA. state Habitat Branch Chief
5 10 Desmond Drive SE
Lacey, WA 98503
Attachmnts
pc: File No. S-2000-50
SEPA Notebook
XX Snohomish County Planning Department
AtIn.: Steve Holt, Planning Director
I st Floor, Courthouse
Everett, WA 98201
XX Applicant: Orlo Fuller
9624 — 24 10 Place SW
Edmonds, WA 98020
Page 2 of 2
S-2000-SOD.DOC
CREATED ON 11/30W 9:03 AM
356
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STORM DRAINAGE- REPORT
4 LOT SHORT PLAT
located at the north end of 84 1h Street SW
north of 184 1h Avenue W
prepared for
Orlo and Bunny Fuller
prepared by
John W. Mellor, P.E.
411?-Ic)c,
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APR 181000
DEVELOPMENT SEMRIACESS CTR.
CITY OF ED ONO
0.42 (0.24 x 19.11) 0.8 = 3.226 min
(1.5)"'2'(0.0754)U-4
T3 = 0.42 (n.,L)0,8 where T3 = travel time in min.
(P2) U.bZ/(SO)0.4 n, = 0.011
L = 15.79
P2 = 1.5
so = 0.0127
0.42 (0.011 x 15.79 0* 8 = 0.479 min
(11.5)")z' (0.0127)0-'
V4 = k ��—o where V4 = velocity ft/s
k = 13
so = 0.0380
L = 64.76'
= 13,10.0-380 = 2.534
T4= L. = 64.76 = 0.426 min
60V 60(2.534)
TC = T, + T2 + T3 + T4 = 18.126 + 3.226 + 0.479 + 0.426 = 22.257 min
pery CN impery CN Tc
1.291 81 0.0768 98 22.257
The SBUH results are contained at the back of this report.
DEVELOPED PROPERTY
The developed property will a5P'*
d_ 4�/single family residences. Each homesite will be
considered to have 4,000 sq.1ft. of impervious surfaces. This includes roof, sidewalks,
patio, and individual driveways. The proposed roadway/turnaround will contribute.
13,632 sq ft of impervious surfaces.
K
Impervious surfaces
homesites - 4 x 4,000 .................................................... 16,000.0 sq ft or 0.3673 ac
2 dual access drwys 1,399.49 + 3,348.12 ...................... 4,747.6 sq ft or 0. 1090 ac
20,747.6 sq ft or 0.4763 ac
Pervious surfaces
remainder of site ........................ 59,597.83 - 20,747.6 = 38,850.2 sq ft or 0.8919 ac
The remainder of the subject site is considered to be landscaping & lawn for the sake of
storm runoff, with a CN value of 86.
Time of Concentration for the Onsite Runoff
Refer to the enclosed map,
The runoff path will be changed as a result of the development. The developed
runoff path begins at the 212 grading line on the driveway to lot 3. The remainder of
the runoff path id indicated on the enclosed map.
Because of the significant amount of runoff from pervious areas in the developed
state, the first segment, which is sheet flow, is 29.77' down the graded lawn area
between lot 3 lot 2 and has a slope of 33.59%. The next segment across the lawn
into a yard drain is sheet flow. It is 13.63' at a slope of 1.0%. The following runoff
segments are through piping as follows. Segment 3, 68.54'of 6" PVC @ 1.5%.
Segment 4, 32.00'of 6" PVC @ 40.34%. Segment 5, 117.86'of 6" PVC @ 1.5%.
Segment 6, 82.5'of 48" PVC @ 0.5%.
For Sheet Flow
Tt = 0.42 (n,,L)" -
(P2)U.bZt(s,) 0.4
For Shallow Concentrated Flow
where Tt = travel time in min.
n, = sheet flow Manning's Coeff
L = flow length in feet
P2 2-year, 24-hr rainfall
so slope of watercourse
Tt L ; & V = k�-S—o where V = velocity ft/s
60V k velocity factor
so slope of watercourse
L length
N
T, = 0.42 (nL
(P2) 0.527 (SO 4
where T, = travel time in min.
n. = 0.15
L = 29.77
P2 = 1.5
s,, = 0.3359
0.42 (0.15 x 29.77)" 1.737 min
T1- -5T3T'-- (0. 3359)11-4
T2 0.42 (n,L where T2 = travel time in min.
, , U.327, - i .4
(P2) * (So)� n. = 0.15
L = 13.63'
P2 = 1.5
SO = 0.0100
�0.42 (0.15 x 13.63 0.8 = 3.79 min
-(1.5)"�" (0.0100)1.4
T3 = 0.60 min; 68.54'6" PVC @ 1.5%, use Q = 0.05 cfs, n = 0.011, v = 2.29 fps
T4 = 0.07 min; 32.00'6" PVC @ 40-34%, use Q = 0.05 cfs, n = 0.011, v = 7.25 fps
T5 = 0.57 min; 117.86'6" PVC @ 1.5%, use Q = 0.2 cfs, n = 0.011, v = 3.42 fps
T6 = 0.98 min; 80.00'48" CMP @ 0.5%, use Q = 0.5 cfs, n = 0.024, v = 1.37 fps
TC = T, + T2 + T3 + T4 + T5 + T6 = 1.74 + 3.79 + 0.50 + 0.07 + 0.57 + 0.98 = 7.65 min
pery CN impery CN Tc
0.8919 �86 0.4763 98 7.65
The SBUH results are contained at the back of this report.
CALCULATIONS for DETENTION REQUIREMENTS
Refer to �the RDFAC routine for detention requirements.
9
7�7
REQUESTING 10' VACATION 18' YADE x 3- HIGIA ASPHALT
BER� FOR DRAINAGE CONTROL
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LLI
14,
,LOT 1
Q.71.76-:--tQ FT/
V-7 0
0,
4
'g, 0z
0 c', N
V 0 200
SOIL -'FILL SHOWN HATCHED
SQ FT
2.212.4
z
0
4
0, 02
YD#2
L ------- *,�F GE'207. 5
8
205.00
IE
In 204
—204
54 6' PVC 0
CB#3. TYPE 2.
GE 207.95
IE 192.0
206 0. 206
C
0
TIASP 'I T
. . . . . . N 88'57'2
F;1. Py w
206.— 15 7/1, 2. 9 2 ......
2:
SOW'EXCA'
Lo HATCHED
I'D
A LLJ
. 6
7' 7
SOIL EXdAVATION' SHOWN
ID
HA TCHED - 1,387.2 SQ FT
0 w - I ,
N 0 CYI,'
CI
0 00
z
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2,04P.4 3Q T
0
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v N 0 .1 1
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04
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T _,N4 0)
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FILL AREA, -SHOWN
N HOWN.
L FXCA��Q S,\
92 4 SQ.-F'T 789.0-50 FT-'
A CHfO — 1
TCR
--------------------------- ------ -------
N
cl�
0, b,
h
Gravel Ispr
171
S B9*07'10" E! 121.04'
71 Found Rebor Cap
27.46'
,LS 16916, 0.36' West
t I
f
qLn
---- - - ----------
R ck-Wo I t
Checking Detention Capacity
The underground detention piping will consist of 70' of 60" pipe, plus appurtenant
sections. A Type 2, 48" restrictor catch basin will be placed near the south west corner
of the property. At the north end of the 78'section of 72" storage pipe a Type 2, 48"
catch basin will be placed to receive runoff from the 4 houses and both dual access
driveways. The RDFAC analysis puts the total storage requirement at 1,907 cu ft. This
system is designed as a wetpipe system, with the bottom 1.5' avera e as dead storage.
This gives an average live storage over the length of the__p--ip-e--o'f0000 '_22. 7 cu ft/ft.
Total storage provided within the detention system is:
4.90'x 12.566 cu. ft./ft . ....................................................................... 61.57 cu. ft.
2.*00'x 7.069 cu. fUft . ..... ... W''*** .... **'*'**' t ......................... 14.14 cu. ft.
78'x u ft./ft. ...... 1,774.27 cu. f t.
.?2_L47_c
2.00'x 7.069 cu. ft/ft . ......................................................................... 14.14 cu. ft.
4.50'x 12.566 cu. ft./ft . .................................................................... 56.55 cu. ft.
1,920.67 cu. ft.
DOWNSTREAM ANALYSIS
Storm runoff leaving the SW corner of the site will piped to a catch basin 150' south.
This existing catch basin releases storm runoff to the west via a short culvert to a grassy
swale that runs west -north west 270' to a catch basin/inlet. From this point runoff flows
h
through a series of catch basins and 12" culverts 220' to the end of 85 h Place W. Flows
continue northerly through a series of pipes and catch basins placed along the length of
85 th Place W to 430'Olympic View Drive. Flows continue westerly along Olympic View
Drive 1,200', cross under Olympic View Drive 110' to the west side of Talbot Road.
Flows then parallel Olypic View Drive a distance of 200' to the west of Talbot Road,
flows then turn northward, then northwestly 700'to the end of the cul-de-sac 179 'h Place
SW. Flows continue northward from the cul-de-sac 400'and then turn westerly 180'to
the Sound.
Due to the open swale at the beginning of this analysis, the release from the strorm
detention system must be limited initially to % of the 2 yr-24 hr strom.
GRADING
Grading is somewhat extensive but includes that grading that will be necessary for the
construction of the 4 homes to be built at the conclusion of this short plat process.
A
Grading Quantities:
Most of the calculations were made using the pyramidal equations a couple of
calculations
were done using
average depth calculations.
Lot 1
6,977.2 sg
ft x (212.5 — 204)
= 1, 162.9 cu yds — cut
3 x 27
2,212.4 sg
ft x (204 — 200) =
......................................
173.5 cu yds — fill
3 x 27
Lot 2
4,045.0 sq
ft x (224.0 — 208)
1,269.0 cu yds — cut
3 x 27
(100 x 8)
sq ft x (204 — 200)
....................................
118.5 cu yds — fill
27
Lot 3
5,450.7 sq
ft x (226.0 — 216)
1,068.8 cu yds — cut
3 x 27
789.0 sg ft x (216 — 207.75)
....................................
127.6 cu yds — fill
3 x 27
Lot 4
2,045.4 sg
ft x (211.0 — 206)
200.5 cu yds — cut
3x27
1,387.2 sq
ft x (206.5 — 202)
122.4 cu yds — cut
3 x 27
1,592.4 sq
ft x (204.0 — 202)
62.4 cu yds — cut
3 x 27
(42.5 x 8)
sq ft x (206.0 — 202) 50.4 cu yds — cut
27
(45 x 16) sq ft x (211.0 — 202)
240.0 cu yds — cut
27
7
. 15
Total cut ........................... 4,176.4 cu yds
Totalfill ................................................................. 419.6 cu yds
'S.C.S". TYPE -IA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
2,24,1.50
------------------------- m ------------------------- ----------------
S.C.S. TYPE -IA DISTRIBUTION
2-YEAR 24-HOUR STORM 1.50" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A.(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. I
1.291,81.88,0,.0768,08,22.257
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
1.4 1.3 81.9 .1 98.0 22.3
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
0 6 .8.00 1953
ENTER [d:][path,lfilenamef.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
ORL0002E
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
C
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
0.8919,86,0.4763,98,7.65
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
1.4 .9 86.0 .5 98.0 7.7
PEAK-Q(CFS T-PEAK(HRS) VOL(CU-FT)
.25 7.83 3806
ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
ORL0002D
§PECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
4
IS.C.S" ' TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
10,24,2.00
----------
S.C.S. TYPE-lA DISTRIBUTION
10-YEAR 24-HOUR STORM 2.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TIC FOR BASIN NO. 1
1.291,81.88,0.0768,98,22.257
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
1.4 1.3 81.9 .1 98.0 22.3
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
-7.83 3499
ENTER [d:][path]fiIename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
ORLO010E
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
C
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TIC FOR BASIN NO. 2
0.8919,86,0.4763,98,7.65
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
1.4 .9 86.0 .5 98.0 7.7
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.39 7.83 5815
ENTER [d:j[path]fiIename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
ORLOO10D
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
0
1
�.C.S' ' TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES
100,24,3.00
-----------
S.C.S. TYPE-lA DISTRIBUTION
100-YEAR 24-HOUR STORM 3.00" TOTAL PRECTP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
1.291,81.88,0.0768,98,22.257
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
1.4 1.3 81.9 .1 98.0 22.3
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
..36 7.83 7170
ENTER fd:][pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
ORLOIOOE
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
C
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
0.8919,86,0.4763,98,7.65
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
1.4 .9 86.0 .5 98.0 7.7
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.72 7.83 10166
ENTER [d- pathjfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
ORL0100D
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
R
SUMMARY OF INPUT ITEMS
1) TYPE OF FACILITY: TANK
2) TANK DIAMETER(ft), STORAGE DEPTH(ft): 6.00, 4.50
3) VERTICAL PERMEABILITY(min/in): .00
4) PRIMARY DESIGN HYDROGRAPH FILENAME: ORLOIOOD
5) PRIMARY RELEASE RATE(cfs): .36
6) NUMBER OF TEST HYDROGRAPHS: 3
TEST HYD
SUMMARY OF INPUT ITEMS
1) TYPE OF FACILITY: TANK
2) TANK DIAMETER(ft), STORAGE DEPTH(ft): 6.00, 4.50
3) VERTICAL PERMEABILITY(min/in): .00
4) PRIMARY DESIGN HYDROGRAPH FILENAME: ORLOIOOD
5) PRIMARY RELEASE RATE(cfs): .36
6) NUMBER OF TEST HYDROGRAPHS: 3
TEST HYD
1 FILENAME:
ORL0002D
TARGET RELEASE(cfs):
TEST HYD
2 FILENAME:
OR1,0010D
TARGET RELEASE(cfs):
TEST HYD
3 FILENAME:
ORL0100D
TARGET RELEASE(cfs):
7) NUMBER -OF
-ORIFICES,
RISER-HEAD(ft),
RISER-DIAM(in): 2, 4.50,
8) ITERATION
DISPLAY:
YES
0 0�_
LI-11,
.03
.14
.36
ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED):
0
INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 3006 CU-FT
BOTTOM ORIFICE: ENTER Q-MAX(cfs)
0.065
DIA.= 1.06 INCHES
TOP ORIFICE: ENTER HEIGHT(ft)
2.20
DIA.= 2.68 IN . CHES ""000'
ITERATION COMPUTATION BEGINS ...
TRIAL
TANK -LENGTH
STOR-AVAIL
STOR-USED
PK-STAGE
PK-OUTFLOW
1
132.2
3006
2372
3.14
.24
2
118.2
2689
2250
3.37
.27
108.6
2469
2171
3.58
.29
4
102.0
2320
2112
3.76
.30
5
97.4
2216
2060
3.88
.31
6
94.0
2138
2026
3.99
.32
7
91.6
2082
2002
4.09
.33
8
89.8
2042
1983
4.19
.34
9
88.5
2013
1969
4.27
.34
10
87.5
1991
1958
4.32
.35
11
86.8
1974
1949
4.36
.35
12
86.2
1961
1942
4.39
.35
13
85.8
1952
1936
4.42
.35
14,
85. 5
1944
1931
4.43
.35
15
85.2
1937
1926
4.44
.36
1.6
84.9,
1932
1922
4.45
.36
17
84.7
1927
1919
4.46
.36
18
84.6
1923
1917
4.46
.36
19
84.4
1920
1914
4.47
.36
20,
84.3
1917
1912
4.47
.36
21
84.2
1915
1911
4.48
.36
22
84.1
1913
1909
4.48
.36
23
84.0
1911
1908
4.48
.36
24
84.0
1909
1907
4.49
.36
25"
83.9
1908
1906
4.49
.36
2e
83.9
1907
1905
4.49
.36
PERFORMANCE:
INFLOW
TARGET -OUTFLOW
ACTUAL -OUTFLOW
PK-STAGE
STORAGE
DESIGN HYD:
.72
.36
.36
4.49
1905
TEST HYD 1:
.25
.03
.04
2.15
1140
TEST HYD 2:
.39
.14
.12
2.40
1160
TEST HYD 3:
.72
.36
.36
4.49
1900
t__�
SPECIFY: D -
DOCUMENT,
R - REVISE, A
- ADJUST
ORIF, E
- ENLARGE,
S - STOP
Time of Concentration for the Onsite Runoff
Refer to the enclosed map. -
The upper segment, light forest with little underbrush, 142.76' has a slope of 15.62%
and an n, value of 0.40. The next segment, dense grass, 19.11' has a slope of
7.54% and an n, value of 0.24. The next segment, pavement, 15.79', has a slope of
1.27% and an n, value of 0.011. The last segment, over nearly bare ground, 64.76',
has a slope of 3.80% and an n, value of 0. 05.
For Sheet Flow
Tt = 0.42 (n,L) 0*8
(P2)U-5Z/(S,) 0.4
For Shallow Concentrated Flow
Tt L - & V = kVTo
60V
where Tt travel time in min.
n, sheet flow Manning's Coeff
L flow length in feet
P2 2-year, 24-hr rainfall
so slope of watercourse
where V = velocity ft/s
k = velocity factor
so = slope of watercourse
L = length
Travel Times for Overland Flows are as Follows
U/
T, 0.42 (n L 0-' --
0.52
where T, = travel time in min.
TO (So) '4
n, = 0.40
L 142.76'
P2 1.5
so 0. 1562
�0.42 (0.40 x 142.76 0, 8
18.126 min
(1.5)u-�'2' (0.1562) 0.4
T2 0.42 (n-,L) 0.8
where T2 = travel time in min.
0.4
TO (il)
n, = 0.24
L 19.11
P2 1.5
so 0.0754
IA'
-, I t4
UNDEVELOPED SITE
The gross area of the site is 59,597-83 sq ft or 1.368 acres. There are many trees and
brush over the site. Any offsite surface runoff would come from the shared driveway
adjacent to the south side of the subject property. However the neighbor's driveway is
sloped to the west and south. Any runoff from this driveway flows directly to the road
surface of 84th Avenue W. There is no evidence of any runoff from adjacent property
entering the subject property.
The subject property has the greatest topographical change, 16' in 41'with a slope of
39%. This is a localized phenomenon not extending beyond the site. The other onsite
slopes are more moderate. Most of these areas will be graded to allow for home
building.' ' -
The subject site has a paved roadway/driveway that courses through the site. This
roadway will removed and in some areas and in other areas left in place and soil placed
over it, in some cases to a considerable depth.
The soils in this vicinity are Alderwood-Urban land complex, 2-8%. These soils arein
the hydrologic soil group C.
There are no existing structures on the subject property. About 22% of the subject
property along the paved road and various other locations more closely approximate a
meadow.
light forest with little underbrush ........................................ 46,486.31 sq ft or 1.067 ac
meadow ................................................................. 13,111.52 sq ft or 0.301 ac
59,597.83 sq ft or 1.368 ac
"CN" Values
CN values for the site:
light forest with little underbrush ............................................................................... 81
meadow............................................................................................................ =5
lawns, landscaping, garden, orchard ........................................................... * ............ 86
asphalt driveway and parking, roof areas ................................................................. 98
Combined CN for the total pervious area
1.067(81) +! 0.301(85) = 81.88
1.368
i
LL)
-5?
LO
142.�6' 0 15-62%
0
ib
I LLJ
Lp,� n.
1-3i i@�142 -.Sa -FTO
Ln
-\O ------- - - -----
------------- - ---------------
"E 121.42'
89*07'10"L
N" 8 9 *0 7'10 //W
7-,7-171- Found Reba
'Con, LS 165
0 East
I I �lt 'A'
LA
BY
f_ 70ATE RECEIVED
[PERMIT
EX�IRES
CITY OF EDMONDS
USE PERMIT
ZONE
1(?3 la
NUMBER
CONSTRUCTION PERMIT APPLICATION
JOB SUITE/APT#
t4
ADDRESS
/8/0-f 84 A vie. (Aj.
OWNER NAME/NAME OF BUSINESS
PLAT NAME/WBDIVI SION NO.
LOT NQ.
LID NO.
6,;
LID FEE $
W
MAILING ADDRESS
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
I ESUP Approoved
RW Pairnit Required 0
z
3:
Z�
0
-3
EXISTING — PROPOSED
Street Use Peirrift Rsq'd (3
Inspection Required 0
Sidewalk Required 0
CITY ZIP
TELEPHONE
1
9,9o.201
425-774-10
REQUIRED DEDICATION— FT
Underground
Wiring required
NAME
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES 0 NO 0
13
UA
ADDRESS
REMARKS
Uj
z
z
OWNER/CONTRACTQR RESPONSIBLE FOR EROSION C NTROUDRAINAGE
.0
M
z
hgo-01jo
CITY ZIP
TELEPHONE
NAME
ea lAfIr.
ENGINEERING REVIEWED/DATE
cc
ADDRESS
-73>3 ;0.,A16 S�
FIRE REVIEWED BY DATE
z
CITY ZIP
TELEPHONE
I
U.
0
4::��,A40A azo
'740
4zs-7, -1o3z
VARIANCE OR CU
SHORELINE OR ADB#
INSPECTION
REO'D
POND
POSTED
STATE LICENSE NUMBE R EXPIRATION DATE
-5XzAe/
YES ffNO
SEPA REVIEW
COMPLETE EXEMPT
SIGN AREA
ALLOWED ROPOSED
HEIGHT
ALLOWED PROPOSED
ACCOUNI4-eA
EXP I
0
NEW RE91DEN TIAL 0 PLUMBING MECH
LOT COVERAGE
ALLOWED PROPOSED
REQUIRED SETBACKS (FT.)
FRONT SIDE REAR
PROPOSE0 SETBACKS (FT.)
FRONT LIRSIDE REAR
ADDITION COMMERCIAL o COMPLIANCE OR
CHANGE OF USE
z
z
4
PARKING
REO'D PROVIDED
LOT AREA
PLANNING REVIEWED BY DATE
REMODEL 0 APARTMENT SIGN
�41
ox�
FENCE
0 REPAIR 5�r y D X FT
V
0 DEMOLISH 0 ?!!� I OTHER
z
GARAGE RETAINING WALL
CARPORT ROCK _Ry C] RENEWAL
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
CHECKEDBY
ITYPF—OFCO STRUCTION
C7 OCCUPANT
7 GROUP e
2:
NUMBER
NUMBEROF
CRIMTICAL
SPECIAL INSPECTOR
REQUIRED
JAREA OCCUPANT
LOAD
OF
DWELLING
A E
N 41f_0-12�
STORIES
UNITS
C3 YES
DESCRIBE WORK TO BE DONE
REMARKS,'
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D
/o
16'a � 215Y4 24 th th6b _WV12 71�—
F1
VALUATION
FEE
PLAN CHECK FEE
HEAT SOURCE GLAZING % LOT SLOPE %
BUILDING
PLAN CHECK NO: VESTED DATE
z15_
PLUMBING
t
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/FILL
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
W'SURCHARGE
W
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
;N
ENG. INSPECTION PEE
Lu
_j
INTEREST. AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
LANDSCAP NG
l'
2
EDMONDS, WASHINGTON, ITS OFFICIALS. EMPLOYEES, AND AGENTS FROM ANY AND
INSPECTION FEE
cc
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
RECEIIFg
PLAN CHECK DEPOSIT q
_j
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0
X1
NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.-
RECEIPT/ 4r�
TOTAL AMOUNT DUE
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
I �' I -
APPLICAf1ON 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-
This app:ll��
cation is not a permit until signed by the
CALL
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.
-.--%
NATUREAWNEP)OR AGENT) DATE SIGNE
QFF16, 1Z C, DAT�
(425)
7
4,'.1' 4 A
771-0220 N 0�
ATTENTIOff-
OCCUPY A BUILDING OR STRUCTURE
ASID BY DAT�
EXT 1333
IT
IS UNLAWFUL TO USE OR UNTIL
771-0221
A
FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE
OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
ORIGINAL -FILE - YELLOW- INSPECTOR
FAX PINK - OWNER - GOLD - ASSESSOR
5/98
PERMIT EXPIRES
CITY OF EDMONDS
USE PERMIT
ZONE 41;�, NUMBEtO4?Ve,��—A�"77
CONSTRUCTION PERMIT APPLICATION
JOB SUITEJAPT#
ADDRESS
OWNER NAMEMME OF BUSINESS
-�1(9107 R-4 -A W-C,
Z-111,4,) Ekl- <:�_o^luneucrlo.Al IA14C
PLAT NAME/SUBDIVISION NO.
LOT NO.
LID NO.
MAILING ADDRESS
LID FEE $
725-3
PUBLIC RI@VT OF WAY PER OFFICIAL STREET MAP
CP
Rl"W10%
CITY ZIP
TELEPHONE
EXISTING PRO POSED
Straei U RW
inspection Required
14e5-774-1.0,32
REQUIRED DEDICATION— Fir
Sidewalk Required
Underground
Wiring required
NAME
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED -
U.-
AAfl-1177ec7l
YES NO 13
3
ADDRESS
z
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0
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14, A ile. V, e - C_�Ulre 100
REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR. EROSION CONTROL/DRAINAGE
z
1
C& ZIP
TELEPHONE
112ob lowcTloo�.* 6) f P-051 00
0 2
7
d,?5- A9 57 5
`66411LINI�� )V4P(VI2-V-A)5 NAL
r -F1
NAME
'405 It# NeVJ jMp[-�j2Vj6Vj
ENGINEERING REIIEWEPJO�TE
Cc
ADDRESS
-733
CITY ZIP
TELEPHONE
FIRE REVIEWED BY DATE
ul
lz
8
9):3
4,26.'7 _/4913p,
rL
STATE LICENSE NUMBER EXPIRATION DATE
CHECKED BY
VARIANCE OR CU
SHORELINE OR AMB#
INSPECTION
BOND
REO'D
POSTED
E3 YES [3 NO
PROPERTY TAX ACCOUNT PARCEL NO.
h/)/ -7
SEPA REVIEW
COMPLETE EXEMPT
SIGN AREA
ALLOWED PROPOSED
HEIGHT
ALLOWED PROPOSED
EXP
I
,
NEW
RESIDENTIAL
PLUMBING / MECH
LOT COVE&GE
ALLOWED PROPOSED
REQUIRED SETBACKS (FT.)
FRONT SIDE REAR
PROPOSED SETBACKS (FT.)
FRONT L/RSIDE REAR
ADDITION
0 COMMERCIAL
IA
COMPIL ANCE OR
CHANGE OF
6t VC16
5�6
6e)15 i k4l 01
DO'
a p R
USE
-
REMODEL
APART L MENT
0 SIGN
PARKING
REOD PROV
AREA
PLAY NING REVIEWED BY DATY
REPA GRAQ1Af-' FENCE
IR
I >
000
a 4
CYDS X FY), I
REMARKS
DEMOLISH TANK OTHER
GARAGE ETAINING WALL
RPCKERY [:]..-.Rr:NEWAL
"E OF.USE. BUSINESS OR ACTIVITY) EXPLAIN:
1
CHECKED BY
TYPE OF PO AST
VUCTION
I
E
IC
OCCUPANT
GROUP
NUMBER
UM
N BEIR F
0
CRITICAL j_jV1j1i-1
P
,
_V
OF
ST RIES
LL
DWE NO
AREAS
-14w—
NUMB40
222
SPECIAL INSPECTOR
REQUIRED [] YES
JAREA t5-r 113
b
OCCUPA
LOAD
4
DESCRIBE WORK TO BE DONE
REMARKS
PROGRESS INSPECTIONS PER UBC 1108/FINAL INSPECTIOtOEO'D
P 4 0
CrYT fr_-4, 11-'I
Auc yi�
- I—r-
I
-r#OW Oct I K)Ac� 4145- ZCUD
141 0 /7 r 1A.1 ItI.S,
Zo7- w4
W � A /7 4 0 -od co va,-e
Q6 ?Q0L Ef
VALUATION $
j� 7Z
DescrIptIon
FEE
Description
FEE
Plan Check
7AT. SOURCE
/4H,j
GLAZING %
0 0
25
LOT SLOPE %
Building
PLAN CHECK NO-
VESTED DATE
Plumbing
Ao
Mechanical
THIS PERMIT AuTHoAcms ONLY THE W_ Oiik iorrib. THIS PER"miriT COVERS WORK TO
BE DOME ON PRIVATE PROPERTY oNik Amy COmSTRu&nOIf'oN TH* PUBL4C
DOMAIN (CURBS, SIDPWALKS, DR i
IVEWAYS, E ETC.) WILL REQUIRE
'Grading
Recordiho Fee
�MAROU _*,
SEPARATE PERMISSION.' -!-
Engr. Review
City Surcharge
PERMIT APPUCATION: 180DAYS
PERMIT UMM. I Y EAR -PROVIDED WORK IS STARTED WITHIN 1180DAYS
SEE BACK 0 . FPI . NK PERMIT FOR MORE INFORMATION.. .
Engr. Inspection
7
State Surcharge
'APPLICANT. ONSEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS
Traffic Mitigation
Plan Chk D06sit
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
EOM NOS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
Fire Review
Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
9
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF.,THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY WAIVE OR REDUCE ANY REQUI . REMENT OF AN Y CITY ORDINANCE
Fire.inspectioh
Total Amount Due
0
NOR LIMIT IN ANY WAY THE Cl1YS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'
Landscapdlnsp.
Receipt #
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS C6RRECT� AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATION
APPROVALL
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
CALL
This application is not a pe
p rMit until signed by the
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMENS COM.PENSATION INSURANCE AND RCW 18.27.
FOR INSPECTION
Building Officle.1 or his/her Deputy: and Fees are paid, and
receipt Is acknowledged Ih space provided.
TURF((_0WNER,bR AGENT)
DATE SIGNED
(425)
OF ALS SIGNATURE DATE
A2
3 /0 z
7711-0220
ATTENTION'.
EXT 1333
R"EO BY DAfE
4A
IT IS UNLAWFUL T6 USE OR OCC UPY A BUILDING OR STRUCTURE UNTIL
&A �0
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI_
771-022.1
6ATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
ORIGINAL - FILE - YELLOW -
10/01
FM PINK - OWNER - GOLD - ASSESSOR
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OUJAI"
re s-
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cre-a//m eAW-e�- /,;;w c o,7 Im
c., e- o�
LIU/
210\
Z/O 7�
A-5 A ec ey4o-.ry /0 eo-ns 4c�-1
?�O-W If 0 A�
Ala Ckea-ve,7C.Cl "na.1ar;z I/
le a e , rl,
o ^/C- Ile
C. y.: Z-o *-3//
6o AV
N
7 1OA1
(,5cA cop'!
a o(. 2!0,9
84-;
Zo
F` 11
j
7�
to
AFFHOVED BY PLANNING
-A
,�CAZC Pl.- -30'
MATCH LINE SHEET 1
7 -Ex. Outle Ix
IQ
\ 0, 1 kk
Ex. CB
GE 187.93
IE'-185.83
Ex. Inlet
IE 215.9S-
Ex. Outlet
IE 219.84
Sign:
stop
Ex. Culvert
IE 192.81
4_Ex- Culvert
t, IE 193.01
�x. SSMH
ginn 200.42
Ex Inlet
E '195.67
Floundl Rebar & Cap,
Lt 1 ).058 0.18' East
I I I
of, Pr�p. Line
-E-x
0
Found Rebor & Cap, 0\
LS 4561, 0.59' West
of Prop. Line
Ex. SSMH
�Rim2ll.ii
,Fx..,Outlet
I �x 214.21
becR3� End,--'�
- - - - -------------------------------------------------------------------------
184th ST SW
_4 ------------------------
Found MIC, 1 1/2" Bross
Cap in Conc, 0.4' Down
CB#5, TYPE 2. 48-
GE 201.00
OE 199.30
1E 194.40
CB#6, TYPE 2, A
GE 198.74
1E 1193.4E�,---
CB#7,TYPE 1
GE 192.00
1E 187.50
0
IQ.'
.0�0
0
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1�
00
FT1
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c1po
FT�
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7(99
00
.00
0
100
0
4
1:110
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SUBJECT
PROPERTY
LD I U ZV I U, U. -) U V V t:� b L
Z- —Z—Z
Z
Ex. Culvert
1E 192.81
Rx. SSIVIH
�inn 200.42
Ex. Inlet
IE 195.67
Fiound Rebar & Cap,
)L 1�'058, 0.18' East
of, Prop. Line
ROCKERY REPLACEMENT/OFFSITE ROAD WIDENING
Portion of 84th Ave W
a
1
5,
0
-e
c�
z
FT�
cj�
F7
00
ND
4�-
71
SHEET NO.
2
OF 2 SHTS.
4 LOT SHORT PLAT
(north end of 84th Avenue W, north
of 1 84th Street SW, east side)
DRAWN BY DATE
ROCKERY REPLACEMENT
RETAINING WALL &
ROAD WIDENING
\\N M
of %A
19 43
- GISTTEF
. P S IONAL 01\
EXPIRES 2/24/03
MELLOR & ASSOCIATES
PROFESSIONAL ENGINEERS
11 L
S
606 SATER LANE
EDMONDS, WA 98020
(206) 775-5317
DRAWN BY DATE
REVISION DATE
DESCRIPTION
HORIZ. SCALE
1 20'
owner—Orlo cnd Bunny Fuller
9624 241st Plcce SW
Edmonds, WA 98020
VERT. SCALE
DATE:— 3/14/01