20308 92ND AVE W.PDFiiiiiiiiiiii
8889
20308 92ND AVE W.
CITY OF EDMOND�
9 0
Address of Construction: 2
Property Legal Description (Include all easemen
La -1— 4 1 —4 V 0, 1:,- 4 1
11,9_61d;_
Pk_ 1> M "C>
SIDE SEWER PERMIT
PERMIT N2 9067
Owner and/or Contractor._4< k (Y� / G7TZ1_JE,/Z_
State License No. Kh CX_ Building Permit No. C) 0
ingle Family
0 Multi -Family (No. of Units—)
0 Commercial
El Public
EDMONDS
TIREATmekrr ipa
Invasion into City Right -of -Way ANo 11 Yes
RW Construction Permit No.
Cross other Private Property: x No El Yes
Attach legal description and copy of recorded easement
&eifyPat I have read ar�d- shall comply %kitWall city requhirements
as indicated on the back of the Permit Card.
f
Date
CALL DIAL -'A -DIG (1-800-:424-5555) BEFORE ANY EXCAVATION
OFFICE USE ONLY
FOR INSPECTION CALL 771-5M, PUBLIC WORKS DEPT.
Permit Fee: (00 Issued By r 'R 0,
OlTrunk Charge: Date Issued:- 1�11105
Assessment Fee Receipt No.:.
Lid No.:—ESR 2_1DIi I
Partial Inspection:
Comments
Reason Rejected:
Final Inspection Approved: Date Initial Ctz
Date3"-7'1�f Initial 7/-/
Date —Initial
** PERMIT MUST BE POSTED ON JOB SITE **
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised 3190
4
The City of Edmonds Side Sewer Drawing EASEMENT NO - -------------------------------------------
NEW CONSTRUCTION REPAIRS El LID NO . .............. -.- ASMX. NO - ------------------
. .............................. PERMIT NOA-06.71
CONTRACTOR .. .......... ....... ---------- ... _.: .........
OWNER. ................ ---- ------------- ---- ---- ----- - --- ----------------- —, ------
JOB ADDRESS ... ZP-3-Pl .............. a- .... AVC ...... LJ..
... ..........
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3 1
LEGAL DESCRIPTION: LOT NO . ............ ......... ........... .. BLOCK NO - ------------------------------------
NAMEOF ADDITION .. ------------------------------------- . .............................. -------------------------------------------
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Approved:
PWW-0001-11/75 (REV.11178)
DATE........ ------------- By ....... ---------------------------
9
NOTICE:
.. o r- --a-c--c= r-ac�y
formation'shown on the attached
The in
map(s) W3S cOm,piled for use by the City Of
Edmonds/ its Empl.oyees and Consultants.
Th,..e City of 'Ecirn.onds does. not. warrant the
accuracy of anything set for.th on these
rnap(*�_). An . y person or entity -requesting a
copy should conduct an independent
inquiry regarding th*e info'rm'ati on shown or
_tFe -map(s)l including, but not i'mited to, -1
the lociation of any sewer stub shown. Suc
sewer stubs may or may- not exist and may
or may not exist at the location shown.
Neither the city of Edmonds nor its
empl-o-yee-s o-r office-rs -sh-a-1-1 be 11a-b-'Fe for the
this map(5), nor for
information g Ven on
any one representation provided based
upon said map(s),
Jun-24-99 10:41A quilceda Design Group,Inc (425) 349 6066
Land U!5c Fliqnning and Civil Engincerino
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Design Group. Inc.
10 — -
2829 Rucker Avenue. 5uitc 400, Everett, Waehinqton 98201
Phone- 425.259.6777 FAX-- 425.349.6066 E-Mail: quilceJa@quilce�a.com
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A PORTION OF 5ECTION 24. TOWN5HIP 27 NORTH. RANGE 3 EA5T, W.M.
CITY OF EOMON05
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FV,OrO5ED AT THIS MAE FKOrOSED DUCOOMr, PAM 4.310 SF A.-%
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LTILCEDA Land U!5e Planning and Civil Eneincering DAM 514M
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Design Group, Inc. 2723 Hoyt Avenue Everett. Washington 98201
w -65777 Fax: (425) 259-1720 JOD NO. 97044
Phone: (425) 259 1 OF 2.
E-mail: quilcezAaCquilceda.com i
QUILCEDA DESIGN GROUP, INC. J013 �09-1_Ll — WETZAC,_4 BL.Ocy PEAV%yr-
2829 Rucker Avenue, Suite 400 SHEET NO. OF-
EVERETT, WA 98201 CALCULATED BY J4/
(425) 259-6777 DATE
FAX (425) 349-6066 CHECKEDBY DATE
e-mail: quilceda@quilceda.com
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PLANNING DATA
NAM E:.
A
SITE ADDRESS: DATE. -
ZONING: PLAN CHK#: 9-k -
PROJECT DESCRIPTION:'
CORNER LOT (Yes/No) FLAG LOT. Ueg- (Yes/No)
0
SETBACKS:
,Required Setbacks:
Front: A0 Left Side: AO Right Side: ZO Rear: 40
Actual Setbacks: 09 & / Rear: 1Z. . 17
Front: M Left Side: A0. Right Side: -!X V.
Street map checked for additional setback required? (Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED__&_(Y/N)
LOT COVERAGE: I"
Maximum Allowed: Actual: A?,
BUILDING HEIGHT:
Maximum Allowed:_Lo- Actual Height:_ Me. /fa
Datum Point: 65, ftAk6 �'d W Datum Elevation: A7D
A.D.U. CREATED?: 61&
SUBDIVISION: 2—LOV - !ff 1 151
CRITICALAREAS#: C14
SEPA DETERMINATION:
LOT
OTHER:
City of Edmonds
'V,W CRITICAL AREAS CHECKLIST
The Critical Areas Checklist contained on this form is An applicant, or his/her representative, must fill out
to be filled. out by any person preparing a the checklist, sign and date it, and submit it to the
Development Permit Application for the City of City. The City will review the -checklist, make a
Edmonds prior to his/her submittal of a development precursory site visit, and make A &termination"o''f the
permit to the City. subsequent steps necessary to complete a develo*pment
permit application.
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).
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 fori-n. 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 preliminar*y
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:
me'�(_o u-C.
Name
1991 b P___n+lke� I 9:� 4- A VJW
Street Address I
'at+_Wl , WX 17SO12-
City State Zip
L12-5
� 0. 1 - Q G G 5
Telephone,
Signature
Date
c:recepdon\jana\cac1.doc
Applicant Representative:
be-S i�qm Gwhup Pic'.
Name
Za-6,CL,�_46Y�-_
Street Address
&Jub4 �.__W CtBzo I
City State Zip
( q Z' �6 Z'5 9 — 6-�
Telephone
aA . A C,
Sigq4ture V
Date
(over)
0
& FILE NO.
Tritical Areas Checklist
cl -7 - zit
--------------------------------------------------------------
Site Information (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location: __ 2 o ZJ 0 9z plot Ott W.
2. Property Tax Account Number: -060-03
3. Approximate Site Size (acres or square feet):
4. Is this site currentlydeveloped?>� yes; no.
If yes; how is site developed? Qvie. SF-9- 6me 5F4 iki 64,js4vwcH&Ttn
5. Describe the general site topography. Check all that apply.
v1" Flat: less than 5-feet elevation change over entire site. OCT
Rolling: slopes on site generally less than 15 % (a vertical.rise of 10-fe�Wg -a 19.9,7
horizontal distance*of 66-feet). DEPT
Hilly: slopes present on site of more than 15 % and less than 30 % a vertical
rise of 10-feet over a horizontal distance of 33 to 66-feet),
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over
a horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: I'JOAC ; Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8. Site is in.the floodw * ay-N _6 floodplain 0 0 of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are
year-round? hl� Flows are seasonal? M 0 (What time of year?
10. Site is primarily: forested mead W ;shrubs mixed
urban landscaped (lawnshrubs etc) 79
11. Obvious wetland is present on site:
$taffu Ohl
.. ........
i Site is.Zonea?
2. $CS niap.pe.dsoi.1Ayp.e.(s
ep.thr apindicat6s W6t1Ajad:�resent:ob::sjt67
'M I . . ...........
4� triffica'l Areas in*v*ento:l* .'or, C.A.- mav'indicat'es Critical Area: -on, site?,
5 -ite
Sit withih, desi ' d. e b e: azarao are
gn, arth.su, si.dei1c..ej.a.nds.1i.d' h
5 it di �ied ffi. E..
p... engna o m tauy Sensitive Areas M,
op.:, nyir, . n ...... en....
^ca_chk.doc; Rev 02/11/97
CITY OF EDMONDS
. PLANNING DIVISION
PRELIMINARY REVIEW OF A PROPOSED LOT LINE ADJUSTMENT
FILE # LL-98-
APPLICANT Dick Mietzner
d
PROPERTY LOCATION 20210 — 92 Avenue W.
PROJECT DESCRIPTION Lot line adjustments between four lots, two of which are developed with
single-family residences, to expand the lot area available to one of the undeveloped lots.
A. ANALYSIS OF DESIGN:
1. Number of Lots Involved: 4
2. Lot Area:
a. Minimum lot area required for RS-12 zone: 12,000 square feet
b. Minimum lot width required for RS-12 zone: 80feet
C. Lot area of each lot: Existing
Parcel A:
Parcel B:
Parcel C:
Parcel D:
Parcel A:
Parcel B:
Parcel C:
Parcel D:
d. Lot width of each lot:
Parcel A:
Parcel B:
Parcel C:
Parcel D:
Net Sq. Ft.
Approx. 25,955
12,428
12,353
16,698
Proposed
I Net Sq. Ft.
.P�pprox. 18,013
12,471
12,109
25,136
Gross Sq. Ft
28,194
12,428
12,353
19,698
Gross Sq. Ft
20,376
12,471
12,109
27,717
Existing (feet) Proposed (feet)
*N/A N/A
113 102
82 95
*N/A N/A
* Flag lots are considered to have side setbacks on all property lines, therefore, lot width
can not be determined as defined by the ECDC.
e. Number of corner lots: None of the lots will be corner lots.
3. Topographical Consideration: The site slopes to the west. The slope is quite gentle on
parcels B and C. Parcels A and D have a fair amount of slope, and are adjacent to 40 percent
slopes on the property, to the west, but the drop is only 12 feet,,t' Mitd6es not'4ua I lify as a steep;
, - IRF�" -��
sibob for purposes of ithe Critical Areas Ordinance. The lot lin'&"' u§tment will allow a new
ho6se on parcel D to be constructed further from the steeper portions of the lot, though the slope
I
to the west.of parcel D is le ' ss steep than the slope to the west of parcel A. On parcel A the slope
has been retained in some rockeries near the existing house (see Attachment 5).
4. Flae Lot Determination: Parcels A and D have been and will continue to be flag lots.
5. Zoning Ordinance:, The proposal meets the intent of the Zoning Ordinance.
6. Comprehensive Plan: The proposal meets the intent of the Comprehensive Plan.
7. Access: All parcels currently have access off of 92 d Avenue W., and this will not change
with the proposed boundary line adjustment.
B. ENVIRONMENTAL ASSESSMENT:
1. SEPA Determination: Not Required
2. Shoreline Master Program: Exempt From Shoreline Master Program.
3. Critical Area Determination: CA-97-207, 208, 209, and 210: Study required due
to potential steep slope. A slope map has been provided, which indicates that the slope does not
qualify as a steep slope as defined in the Critical Areas Ordinance.
C. REQUIRED IMPROVEMENTS AND DEDICATIONS:
The Engineering Division has reviewed the application and is not requiring any improvements or
dedications. Their suggestions are given in Attachment 4. ,
D. DECISION: Approved with the following condition:
I Prior to recording the applicant shall:
a.
b. If setbacks are to be shown on the map to be recorded, the following shall be done:
i. Revise the setbacks on parcels A and D to show that only side setbacks (ten -feet.
setbacks) are required to all property lines on these flag lots.
ii. Mark on the face of the map, "Setbacks shown are for reference only and vest no
right."
b. Provide the recording fee and all required documents necessary for the City to record said
documents with the Snohomish County Auditor.
E. ATTACHMENTS:
1. Vicinity / Zoning Map
2. Application
3. Proposed Boundary Line Adjustment Map
4. Engineering Memorandum
5. Slope Map
I have reviewed the application for lot line adjustment pursuant to Chapters 20.75 and 20.95 of the
PJ
--------------------------------------------------
Reviewed by Planning Supervisor:
I concur:
I do not concur:
Comments:
RECONSIDERATION OF DECISION
A request for reconsideration or clarification of this decision may be made by filling a letter with the
Planning Department within ten (10) working days of the posting of this notice (see posting date below).
THE RIGHT TO APPEAL
This decision may be appealed to the Hearing Examiner. In this case, a written letter must be submitted to
the Planning Department within fourteen (14) calendar days of the posting of this notice (see posting date
below).
City of Edmonds, attn.: Planning Division
121 - 5th Avenue North
Edmonds, Washington 98020
DATE POSTED:
97
Larid Uoe Flarinino arid Civil Emoincerino
QUILCEDA
Design Group, Inc. 2.529 Rucker Avenue, 5uite 400, Everett, Waohington 98201
"Oslow4fto hone: 425.259.6777 FAK 425.349.6066 E-Mail: quilreclaOquilceJazorn
Iqlamm- IqqPP_
Drainage Report
for
Mietzner Building Permit
Prepared byj
Kenneth M. Wickward, P.E.
I-N
1 -0 1, tv,
June 24, 1998
QDG#97044
I
JJUN 2 10
.- - I
KV
INTRODUCTION:
The proposed project is a single-family residence on 0.63 acres located west of 92nd
Avenue West and north of Main Street in the city of Edmonds. 0.23 acres of the site
will be developed. The remainder of the site will be left in a natural state. The current
cover on the site is lawn with a comer typical of fir forest with associated underbrush.
he Soil Conservation Service lists the soil in the "Soil Survey of the Snohomish
County Area" as Alderwood gravelly loam. The slopes on the site range from flat to 15
percent.
Design Criteria:
The drainage detention standard used for the design of the detention facilities for this
project is the stream -bank erosion control release standard as defined by the
Washington State Department of Ecology.
A 36" detention pipe will be used for water quantity treatment. The 2-year orifice was
sized at 1.25 inches in diameter. The pipe will have 950 CF of detention. The peak
100-year stage in the pond will be 353.06. This is nearly 3.5 below the lowest rim
elevations upstream of the pipe. The hydraulic grade line will not rise above the rim
elevations.
Results and Conclusions:
The detention proposed will provide water quantity treatment for the runoff from this
project. Water will sheet flow to the west ' as -is the current situation. No significant
adverse impact will be experienced downstream of this project if the detention is
installed as proposed.
QUILCEDA DESIGN GROUP, INC.
2829 Rucker Avenue, Suite 400
EVERETT, WA 98201
(425) 259-6777
FAX (425) 349-6066
e-mail: quilceda@quilceda.com
jOB q,40qq
p'C
SHEET No. OF
CALCULATED BY Kmui -DATE
CHECKED BY DATE
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6/24/98 10:14:5
pm Quilced a Design Group
page 1
Mietzner Building
Permit Application
City of Edmonds
QDG #97044
BASIN
SUMMARY
BASIN ID: Al
NAME: 2 Year
Existing Condtion
SBUH METHODOLOGY
TOTAL AREA ....... :
0.63 Acres
BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... :
TYPElA
PERV
IMP
PRECIPITATION .... :
1.40 inches
AREA..: 0.63 Acres
0.00 Acres
TIME INTERVAL .... :
10.00 min
CN .... : 86.00
0.00
TC .... : 10.00 min
0.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.04
cfs VOL: 0.02
Ac-ft TIME: 480 min
BASIN ID: A2
NAME: 10 Year
Existing Condtion
SBUH METHODOLOGY
TOTAL AREA ....... :
0.63 Acres
BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... :
TYPElA
PERV
IMP
PRECIPITATION .... :
2.00 inches
AREA..: 0.63 Acres
0.00 Acres
TIME INTERVAL .... :
10.00 min
CN .... 86.00
0.00
TC .... 10.00 min.
0.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.10
cfs VOL: 0.04
Ac-ft TIME: 480 min
BASIN ID: A3
NAME: 100 Year Existing Condtion
SBUH METHODOLOGY
TOTAL AREA .......
0.63 Acres
BASEFLOWS: 0.00 cfs
RAINFALL TYPE ....
TYPElA
PERV
IMP
PRECIPITATION ....
3.10 inches
AREA..: 0.63 Acres
0.00 Acres
TIME INTERVAL ....
10.00 min
CN .... : 86.00
0.00
TC .... : 10.00 min
0.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.23
cfs VOL: 0.09
Ac-ft TIME: 480 min
BASIN ID: A4
NAME: 2 Year
Developed Condtion
SBUH METHODOLOGY
TOTAL AREA ....... :
0.63 Acres
BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... :
TYPElA
PERV
IMP
PRECIPITATION .... :
1.40 inches
AREA..: 0.40 Acres
0.23 Acres
TIME INTERVAL .... :
10.00 min
CN .... : 86.00
98.00
TC .... : 10.00 min
5.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.09 cfs VOL: 0.04
Ac-ft TIME: 480 min
6/24/98 10:14:5 pm Quilceda Design Group page 2
Mietzner Building Permit Application
City of Edmonds
QDG #97044
BASIN SUMMARY
BASIN ID: A5
NAME: 10 Year Developed
Condtion
SBUH METHODOLOGY
TOTAL AREA ....... :
0.63 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE .... :
TYPEIA
PERV
PRECIPITATION .... :
2.00 inches
AREA..:
0.40 Acres
TIME INTERVAL .... :
10.00 min
CN .... :
86.00
TC .... :
10.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.16
cfs VOL: 0.06
Ac-ft TIME:
480 min
BASIN ID: A6
NAME: 100 Year Developed
Condtion
SBUH METHODOLOGY
TOTAL AREA ....... :
0.63 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE .... :
TYPElA
PERV
PRECIPITATION .....
3.10 inches
AREA..:
0.40 Acres
TIME INTERVAL..
10.00 min
CN .... :
86.00
TC .... :
10.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.29
cfs VOL: 0.11
Ac-ft TIME:
480 min
IMP
0.23 Acres
98.00
5.00 min
IMP
0.23 Acres
98.00
5.00 min
6/24/98 10:25:57 pm Quilceda Design Group page
Mietzner Building Permit Application
City of Edmonds
QDG #97044
HYDROGRAPH SUMMARY
PEAK
TIME
VOLUME
HYD
RUNOFF
OF
OF
Contrib
NUM
RATE
PEAK
HYDRO
Area
cfs
min.
cf\AcFt
Acres
1
0.041
480
977
cf
0.63
-Z,?R-
EY,
2
0.100
480
1942
cf
0.63
1 () j (I.'
fY,
3
0.232
480
.3999
cf
0.63
100 If R- F-Y4
4
0.089
480
1607
cf
0.63
Ye
W�,j
5
0.157
480
2714
cf
0.63
Y12-
bEu
6
0.295
480
4933
cf
0.63
1 VO Ya-
Dev
18
0.039
550
1607
cf
0.63
-Z Y(L
P-0()7CO
19
0.075
520
2716
cf
0.63
0 Y-e
20
0.116
560
4936
cf
0.63
00ye -
gouT >
6/24/98 10:25:58 pm Quilceda Design Group page 2
Mietzner Building Permit Application
City of Edmonds
QDG #97044
STAGE STORAGE TABLE
UNDERGROUND PIPE ID No. 1
Description: 3611 pipe
Diameter: 3.00 ft. Length: 150.00 ft.
Slope... : 0.0050 ft/ft upstr: 1 dnstr: 2
STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- ) STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- >
(f 0 --- cf--- --Ac-Ft- (f t) --- cf--- --AC-Ft- (f t) --- cf--- --Ac-Ft- (f t) --- Cf --- -- Ac-Ft-
350.70 0.0000 0.0000 352.10 327.21 0.0075 353.50 900.95 0.0207 354.90 1053 0.0242
350.80 0.7230 0.0000 352.20 368.71 0.0085 353.60 931.32 0.0214 355.00 1053 0.0242
350.90 4.0476 0.0001 352.30 411.09 0.0094 353.70 M.67 0.0220 355.10 1053 0.0242
351.00 11.036 0.0003 352.40 454.09 0.0104 353.80 986.97 0.0227 355.20 1053 0.0242
351.10 22.411 0.0005 352.50 497.48 0.0114 353.90 1011 0.0232 355.30 1053 0.0242
351.20 38.719 0.0009 352.60 541.04 0.0124 354.00 1030 0.0237 355.40 1053 .0.0242
351.30 60.385 0.0014 352.70 584.54 0.0134 354.10 1044 0.0240 355.50 1053 0.0242
351.40 87.745 0.0020 352.80 627.76 0.0144 354.20 1053 0.0242 355.60 1053 0.0242
351.50 115.42 0.0026 352.90 670.48 0.0154 354.30 1053 0.0242 355.70 1053 0.0242
351.60 143.67 0.0033 353.00 712.45 0.0164 354.40 1053 0.0242 355.80 1053 0.0242
351.?0 175.79 0.0040 353.10 753.43 0.0173 354.50 1053 0.0242 355.90 1053 0.0242
351.80 210.73 0.0048 353.20 793.13 0.0182 354.60 1053 0.0242 356.00 1053 0.0242
351.90 247.89 0.0057 353.30 831.22 0.0191 354.70 1053 0.0242
352.00 286.83 0.0066 353.40 867.33 0.0199 354.80 1053 0.0242
-6/24/98 10:25:58 pm Quilceda Design Group page 3
City of Edmonds Mietzner Building Permit Application
QDG #97044
DISCHARGE STRUCTURE LIST
MULTIPLE ORIFICE ID No. 1
Description:
Outlet Elev: 350.70
Elev: 348.70 ft Orifice Diameter: 1.2500 in.
Elev: 351.60 ft Orifice 2 Diameter: 1.2500 in.
RISER DISCHARGE ID No. 2
Description:
Riser Diameter (in): 12.00 elev: 353.20 ft
Weir Coefficient ... : 9.739 height: 355.00 ft
Orif Coefficient ... : 3.782 increm: 0.10 ft
COMBINATION DISCHARGE ID No. 3
Description:
Structure: 1 Structure:
Structure: 2 Structure:
Structure:
6/24/98 10:25:58 pm ' Quilceda Design Group page 4
City of Edmonds Mietzner Building Permit Application
QDG #97044
STAGE DISCHARGE TABLE
COMBINATION DISCHARGE ID No. 3
Description:
Structure: I Structure:
Structure: 2 Structure:
Structure:
STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- >
(f t) --- CfS -- ------- (f t) --- CfS -- ------- (ft) --- CfS -- ------- (f t) --- CfS -- -------
350.70
0.0000
351.80
0.0634
352.90
0.1112
354.00
3.5254
350.80
0.0134
351.90
0.0697
353.00
0.1145
354.10
3.7331
350.90
0.0190
352.00
0.0752
353.10
0.1176
354.20
3.9297
351.00
0.0232
352.10
0.0802
353.20
0.1207
354.30
4.1167
351.10
0.0268
352.20
0.0848
353.30
0.4316
354.40
4.2955
351.20
0.0300
352.30
0.0891
353.40
0.9976
354.50
4.4670
351.30
0.0328
352.40
0.0932
353.50
1.7297
354.60
4.6321
351.40
0.0355
352.50
0.0971
353.60
2.5241
354.70
4.7914
351.50
0.0379
352.60
0.1008
353.70
2.8092
354.80
4.9456
351.60
0.0402
352.70
0.1044
353.80
3.0671
354.90
5.0950
351.70
0.0558
352.80
0.1079
353-90
3.3044
355.00
5.2402
-6'/24/98 10:25:59 pm Quilceda Design Group page 5
Mietzner Building Permit Application
City of Edmonds
QDG #97044
LEVEL POOL TABLE SUMMARY
�!ATCH INFLOW -STO- -DIS- <-PEAK-) OUTFLOW STORAGE
< -------- DESCRIPTION --------- > (cfs) (cfs) --id- --id- <-STAGE> A (cfs) VOL (d)
2 Year ....................... 0.04 0.09 1 3 351.57 18 0.04 133.90 cf
10 Year ...................... 0.10 0.16 1 3 351.9919 0.07 283.89cf
100 Year ..................... 0.23 0.29 1 3 353.06 20 0.12 737.14 cf
Cq
00 SnobomiSh County
CR
4. *41 RN,�� A
CTry Of EDIMM
as RECORD Q-F LO-1 LM M�
ThLq is to co" that the properves as bhown on the attached map (Exhibit W) and
dewrlbod as follovm,
Legol Description:
�dc'- all-OL(keet f& &(' 1#5 "'j dfy-1'1PhVh';j
U�5 411)i i,'� ac-.1,01on QW40A It I . ..
LL nmn A 0003
ASS85W3 Parcel Numbers: and 120(
IqV
have had their lot limes adjusted undsh%(606040solom2f the Edmonds &AxBvlslon Ordinance
(Cbapter 20.73) File No.
I I we ve" that I / we am the legal owner(s) of the property described above. I / we warrant
that an represerftflons are true and correct arid understand that In the event of any
m1r.ropresentation or failure to comply with the conditions and regulations set forth heMn,
the City of Edmonds 3hall have the right to dedars that lot One offlustment void and record a
statement to ftt effed in the Grantor-arantods index In the.offi m of the Snq�qrnlsh County
Auditor.
,Aar 4;0"—in - Ae
STATE OF WASHINGTON)
)
COUNTY OF SNOHOWSH)
On thle day pelsonally speared before me
to
me knmm to be the individuals described In and who wtonfied the within and foregoing
insbument, and acknowledgad that
s;i the same as 6 -, f roe
and voluntary act and deed, for the twos and purposes therein mentioned.
14 17C7
Given under my hand and oftial seal this day of jq-Z-Q�_.
------------------ "Rotary Pu* In ifid for the State of Washingtoh residing at
=,. - !�PAHie,
- --DW,
(Continued)
JUILDIpa,
JUN 2 D
d '1,9'�,3
0
HIOGAIS AODfr)dh DIVISION NO. 2
cow ovat 04K lw4nr
W-am PC It FLV d
amm We 1 2 Aff
-------- ------- A�
PARCEL A
";x sr. I
(a= JW) I
L ------ PA
in?
is
OHM
L --------
iwl
OHM 0 V
rumm PARCEL D PAACEL C
W.I)m Aw_ a
AUJ
it ps.fzw
zam a4m I L_
L-i . or
Imar I
t
4 of
500- Fm or. 3r#m xamw
team sr I Ogg mm mallf
tzrs-XM - J� wipm AC It.
OL yAfplc nw amms COLON
'HElc4m
rwm _ffwm gm
immawyme't
GRAPHIC SCALE
30
( IM FEET )
I Inch w OD ft
LOT LINK ADYUSTMENT
s.E. 114. N.E. 114. SEC. 24, TWP. Z7 H.9 RGE- 3 R-o W-M-
+.4, F. N. INDUSTRIES. INC
AWL% sr. S.W.
lly""Wu0b. VA. 200." PAV rawj ""Rogol
rip a IW
A-qACHMENT 3
9oo5280202
CITYOFEDMONDS
IMIANIMIGNMON
pRsLmmRy REVIEW OF A PROPOSED LOT UM ADJUSIMW
FME# LL29-31
A
PROPERTY LOCATI
PROJECT DESCRIF171014-19LU—Se
singItfRmly mvidgm- lo-slow
A. ANALYSM OF DESIGN:
1. NUgftr-d1A1mjRTg—W: 4
2. jdjAm
a. Mmlmumlg1muMMimdfbtRS-1jjM,
I2,000sqvmcf=1
b. Minimma lid 10thmalmd
rar RA-1Z Mr. 80feet
Lai M of r4*jjk
Not 4 FL
Grm 4 F1
Pmol A:
Approx. 4'955
"12.419
28,194
Pmel B:
IZ428
Pacel C,
12,353
12,353
Pamel D.
16,698
19,698
ft=Rmd
Net Sq. Ft.
Grew Sq. Ft
Pmmi A.-
Approx. 19.013
20,376
Pmel B:
12,471
12,471
Pmtel Q
12,109
12,109
PIRM 0:
25,136
27,717
d. LA widlb 21 Mh 10L'
bating (red) Propmed (feet)
Parml A: ONIA N/A
Powd B: 113 102
Ps" Q 82 95
POW D. ONIA N/A
* Flog lots we considered to have side setbacks on idl popmy [inn, thererbre. lot width
cm not be deMmhW as deflmd Oy the ECDC.
e. NAft orcorm LAZI None of the lots will be mmr loo.
I 12NMgmail cildinsm 7% site slow to the West. The slope is quite gentle an
pamb B vA C. Pauli A ond 0 love a fslr enoont of AOM WA ffe 24JIMMIK to 40 Permflt
sloM on the propwV to tM veA VA On drop Is only 12 fbd. so It does not qmlif� as m steel;
slop for pvTM of the OJ&W Ams Ordisem. The lot lim adjutment will rMow a mw
hom on paml D to be conmwW ftatim rmm t6 meeper portions; or the loi, thougfribe slulm
9805280202
, I 1-feif
to do wed of paW D is lea I" than dw slope to 00 Wed Of Ps"I A� on pitruel A it" slope
hubeentetsinedlasurne.ocim nm the existing hum (sw Attachtnent 5).
4. an W Rdg3dndWi Pamb A W D have been and will continue to be flag lots.
& Z2W= ggftum 1% pmpoul meets the intent of the Zoning Ordinance.
6. ComrabensivejNm The pruposal urets, the intent of the Comprehensive Plan,
Aeggs All parceiscurTently have kcca off of 92' Avenue W.. and this will not change
with the P. hxmd&Ty lift 2djusm"L
B. ENVIRONMMTAL ASSESSMENT'
1. SEPA R*Udr&dm' Not Required
2. Bigidlue Moftbamm Exempt Firom Shoreline Master PrWam.
3. Cridgid Arm R69ft—do-oz, CA-97-207,108.209, and 210: Study required due
to potential steep sluM. A slope inap ho ban pmvidext, which indicates that the lime does not
qualify as a steep slope a defined in the Clitical Areas Ordinance.
C, REQUIRED IMPROVEMMS AND bKOICATIONS!
lin Engineering Division has reviewed the application and is not fe(l0iring say improvements or
dedications. Timir agg"tions we given In AuKhment 4.
D. DECIRON.- Aww"d *A The fol][Will CgAdoa;
1. Prior to recotiling the applicant shall:
a.
b. - If setbacki am to be shown on the map to be meaftlod, dn following shall be done:
L Revise the se" an pMls A and b to show thin only side Wbacks (tcn-fect
Wheels) me required to all poixity lines on den flag lots.
ii. Mark on the face of the triap, "Setbacks shown iore for reference only aid vest no
righL"
b. Provide themm Ing Gm and all required documents necessary for the City to record aid
docurnents with the Snobombb County Auditor.
IL ATTACHMENTSi
1. Vicinity I Zoning Map
2. Apolication
3. PmpoW Bounduy Une A4usftnant Map
4. entiourinsMaymondum
S. Slope MW
I to" reviewed.do appactoks ror kit line 4umient pmunt to ChVWra 20.75 and 20.95 of the
Edmonds C=WRW Dml%*M Ccdo 10
98052$0202 2
AX.M. Industries, Inc.
mofesdowal LAwd.qxf"qmx Awd pNotod1w
1-1"9 - Offirm
"Umtb%L-q.W- CM) 77F
LYN WmL gom WO 7724M Vila
DATE: TO. I k 1998
LIEGALAFAC1311-FRION - KNISTING EARCLIS
LOTS 1. 2,3. AND 4. IOC41NS ADOMON 01VIS101 MO. 1, ACCORDINO TO THE PLAT
lr)�F, RECORDED IN VOLUME 32 OF PLATS. PAGE 3, RECORDS Of SNO"OMISH
COUMV,WASkUNGTION.
98052802W-�
A.F.M. Industries, Inc.
3"4 IMb SL &W. (M) 77Pl "9 - Ofte
Lyawwwal WIL qmm (W) 77&4M - Pan
DAT&FEB. 15. 1999
LEGA
� - L IMSCRIFTION - ARJUSTED PARCEL"
THATPORTION OF LOT4, HIOGINSADDlTtONDIVJS(ON NO, 1, ACCORDING TO THE PLAT
rAMOV, RECORDED IN VOLUME 32 OF FLATS, PA(3E 3, RECORDS OF SNO"UM.ISH
COUNTY,WASHMOMN
SAID PORTWN IWORE PARTICULARLY DESCRIBED AS FOLLOWS.
COMNIMCING AT TtM SOUTHWEST CORNER OF LOT 1, SAID PLAT,
THENCE NORTH 009 10'53"WESTALONG THE WCSTMLY LINE T"EREOF A DISTANCE Of
21.05 F99T;
THIINCR NORTH 01- 38' 2Y- EAST, A DISTANCE OF 82.13 PMt TO THE SOUThWEST
CORNER OF SAM LOT 41
THWCE 14ORTH 000 10* 53" WEST ALONCTI III WEST LINE OF SAID LOT 4, A DISTANCE OF
41-31 PEET TO THE TRUE POIM' OF BEGINNING;
THENCE CONTINUTNO NORTH 005 10'53"WEST, A DISTANCE OF 91-69 IFE15T TO THE
NORTHWEST rORNER OF SAID LOT 4;
THENCE SOM 890 3412r, EAST ALONG "M NORTH LINU Or, SAID LOT 4, A DISTANCE
OF 271LOS FWTOAFOINT OPCURVATtJRE;
THLNCE ALOMIHE An OF A CURVE TO THE LEFT HAVING A RADIUS Of 13.00 FEET,
THROMM A CENTRAL ANGLE OF Ur 44'22", HAVING AN ARC LENGTH OF 31.09 FhKI'
TO A POWT ON A cuitw-
THENCE SOUMERLY ALONU THE ARC OF A CURVE TO THE KIGHr THE CENTER OF
WtUCH SEARS SOUTH 610 41' IWI WEST, A DISTANCE Of I 11.08 FEET, THROVOM A
CENTRAL ANGLU OF Ir 57' 14r, HAVINO AN ARC LENGTJI OF 44-50 FEET TO THE
SoUTHL43T CORNER or SAID L(Yr 4-
TMICE NORTH 89- 34' 2C WEST A��NG TfM SOUTH Uria OF SAM LOT 4 AND I-.rS
WBSTMY PROJECTION A DISTANCE OF 119.17 FM;
THENCE SOM 050 i7'2r' WEST, A DISTANCE OF 84.47 FSurt*O A POINT VIMCH BEARS
SOUTH $30 3)'4f'13A$T FROM TME TRUE POINT Ot' dKINNING,
THENU NORTH $50 33" 46"WEST. A DISTANCE Of 179.46 ff.ET TO IME '11UH POINT OF
BEGINNV40.
9rrUATe IN irm COUNTY OF SNOHOMiSH. STATE OF WASHINGTON.
9805280202
A.F.M. Industri0% Inc.
39U 206&.% S.W. and RafflabW JW6) 776-16-49 - OMW
I.yww,aad, wa IM36
IOA77-, FES, 13. 1994
LZGAL pgS(-,gIpTiok- &
OJUMD PARCELs
THAT PORTION OF LOTS 3 AND 4, IIIGGINS ADOM014 DIVISION NO- 1. ACCORDING TO
THE PLAT ImEitpoF. RnCORDED IN VOLUME 32 OF PLATS, PACE 3. RECORDS OF
SNOHOMISH COUNTY. WASHINGTON.
SAID pORTION MORE PARTICULARLY =SrItIREID AS FOLLOWS.
COMMENCING AT TkE SOUTHWEST CORNER OF LOT 1. SAID VLATi
THENCS NO3tTH W 10'SV'Wggr AioNo nie WESTCRLY LINE 711AIRKOF A DISTANCE OF
21.05 FEBT,
THENCRWOM W 32'2.5"RAST, A DISTANCE OF sz.ls rcur To TME SOVIttwEST
CORNER OF SAID LOT 4;
TFMWR NOMM 000 10, 53- WEST AIoNG'IjjE- WEST LINE OF SAIL) LOT 4. ADISTANCEOf
41.31 Wr,
TMMCZ SOUTH $39 33'4W'EAST, A DISTANCE OF 170.46 FEETTO THETAVE POINT OF
Dwomm;
TMell SOM OW 2313Y' WEST, A DISTANCR OF 1-7.43.rrZr.
TMNCB NORTH $90 27'22" BAST. A DISTANCE OP 127.43 rc-L.-t To MfE EASTUN Z Of SAID
LOT 3.
THENCE NORTH WO 32'3r'WEST ALONG SAID EAST LINE A OISTANCE OF 90.53 FRET TO
A POINr OF CURVATURE.
7MMCIE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS Of I I 1 -98 FEET,
THROUGH A CENTRAL ANGLE Of 040 49'03"s 14AVING AN ARCLENGTH OF 9,34 FM TO
THE NORTHEAST CORMM Of SAID LOT 3;
JnamCE NUMB W 34129" WEST ALONG THE NOM LINE Of SAID LOT I AND irs
WsSTMy pRojWnoj4 A DISTANCE OF 111.11 F21T TO A POINT WHICH BEAKS NORTH
050 1 r Zr EAST FROM TIRE TRUE POINT OF BEGINNING;
THENCE SOUTH 03' 17* 2V WEST, A OISTA14CE OF 04.47 FM TO TKE TRUE POINT OF
REGiNNING. -
SITUATE, IN THE COUNTY OF SNC*iOMISti, S71-A-1-9 OF WASIANUTOM.
9805280202
A.F.M. Industries, Inc.
fPWwaW#W lAwdJVmnVLV end Ffiftlno
3"4 2840 RL &W. (M) 770-160 - OffIrc
LpmrsoL Wa 9036 (P6) 779-6M - VMS
DATE: VM. 15, 19"
L"AL UK.IUPTI014 - ARIMED PAR( -.'Ft, C
THAT PORTION OF LOTS 2, 3 ANO 4, HIGGINS ADDITION DIVISION NO, 1. ACCORDING TO
TM PLAT THEREOF, RKORDED IN VOLUME 32 OF FLATS, PAGE 3, RECORDS OF
SNOHOKSH COUNTY, WASHNGTON.
SAID PORTION MORE PARTleVLARLY DESCRIBED AS FOLLOWS:
COMMMNCING AT THE SOVTKWEST CORNER OF LOT 1, SAM PLAT;
TMNCIR NORTH 001 10'53"WEST ALONG T"E WESTERLY LINE THEREOF A DISTANCE Of
21-os mr;
THENCE NOILTH 080 39'25" EAST. A DIFTANCE OF 82.15 FEET TO'ME SOUTHWEFI'
CORNER OF SAM LOT 41, .
THENCE NOR711 000 10'53- WEST ALONG THE WEST UNC OF SAID l"r 4, A DISTANCE Or
41.31 FEET;
THENCIII SOUTH 359 13'46" EAST, A DISTANCE OF 178-46 FEFI'.
TWKCK SOUTH 006 15' 32" WEST, A DISTANCCOF 17.83 FEET TO THE TRUE POINIT OF
BEGINNING;
7WNCR NORTUI 990 27'22" EAST, A DISTANCE OF 127.43 FRETTO THU EAST LINE OF SAID
LM 3;
nIENCH SOUTH Or 32'3r PAST ALONG SAID EAST UNE OF SAID LOTS 2 AND 3. A
DIFrANCZ OF 9533 PBErr TO THE SOUT"EAST CORNM OV SAID LOT 2;
THENCR NORTH 99" 34'28"WEST ALONG THE SOUTIH IJNE OF SAID LOT 2. A DISTANCE
OF 129.03 FEETTO A POINT WHICH SEARS SOUTH OV 25* 3r WEST FROM THE TRUE
POWOFBWINNING;
THRNCe NORTH o(r 25' 32" EAST, A DISTANCE Of 93.36 FIRST TO THE TRUE POINT OF
BEGINNING.
SITUATE IN THE COVrM OF SNOHOMISM STATE OF WASHINGTON.
9805280202
A.F.M. Industries, Inc.
0Wez&fi,d Laffd,%WVkWfffi md NmwwAMJ0
3m amb SL rm (W) 7706.1"9 - Off -me
T4016%vabc Wa YOM (246) PAIL
DA771.- FEB. 13. 19"
LKGAL 0%SCPJFTIQN - ADJUllrb PA&CEL D
THAT POWMN Of LOTS 1, 2, AND 4. HIGGINS ADDITION DIVISION NO. 1, ACCORDING TO
THE PLAT THMMY, RECORDED IN VOLUME !12 OF PLArs, PAGE 3, RECOR DS OF
SNMOM]SH COUM. WASHINGTON.
SAID POR71ON MORE PARTICULARLY DESCRIBCD AS FOLLOWS:
COMMENCING AT THE SOUT14WIEST CORNUIR OF SAID LOT 1, SAID ?OINTBleING nE
TRUE POINT OF BEOINNING,
11MCII WORTH OW 10'33"WEST ALONG THE WESIMY LINE TflEREOF A DISTANCE Of
11.011 "XT;
T"MCIR NORTH 019- 31' 25- EAST, A DISTANCE OF 82.15 FEET TO THE SOUTHWEST
CORNWt OF SAID LOT 4-
TMENCS NORTH 008 10'53" WEST ALONG 11 IB WEST LIft OF SAID LOT 4, ADISIANCEOF
41.31 PUT;
TWNCE SOM $59 33'46" DAM A DISTANCE OF I TX.46 FEET;
MWCE SM-W 000 25'32- WEST, A DISTANCE OF I 11.18 FEET 10 A POINT ON THE LINE
COMMON TO SAlb LOTS I AND 2;
THENCE SOUTU "0 34'24- EAST ALOW SAID LINE A DIST414CE OF 129.03 FEETTOTHE
NO9510IL&ST CORNER OF SAID LOT 1;
TfUNCE SOUTH W 32'38" EAwr ALONG THE EAST L114E Of SAID LOT 1. A DIVI'ANC8 OF
20-00 FM TO TFM SOU!IWAST CORNER OF SAID LOT I'.
THENCE NOX771 190 34" ZW'WESTAL040 THU 50VI'H UNC OF SAID LOT 1, A DISTANCE
OF 318.47 MTTO T1 m TRUE POINT OF BEGINNING.
SITUATE V4 THE COUNTY OF SNOMOMISH, STATE OF WASHINGTON.
98052802OZ
TOTAL P.10
_t
V"
CD
cc
CITY CLERK
CITY OF EDMONDS
121 5TH AVENUE NO.
EDMONDS, WA 98020
STATEMNT ON ACCLI
property Address Washington
\I- Edmonds,
9902230661
02/23/99 14:34
p.o002 Recorded
Snohomish count
UNM
oll I/
E 1/4 SEC 24 T 27N R3E WM
P 1 000.-01 -Qg2i��
Assessor's Vued Njimber:
dwelling =its conjained In Chnpter 20.21 of
quirements for acemory d*elling
I bev read the re
the Unionds Community Development Code and understand that an accewobryy
second kitebe
,U, is prohibited for two years after Occupanc t) and
unito theluding a a walver is granted by the" Commmiq "ces DePartmen
curreut owner (unless permit bas been approved by the City Ot Edmonds Hearing
until after a conditional Use
Examiner.
subj 4-*t to a public
of a conditional We permit Is L
I abo understand that approval of it building Permit 6W' or-' "D
hearin& and neither this Ptatement nor the Issuance use
ion for a condifignai
City in the re -dew Of any APPH"t
limit the discretion Of the I' J4'1^�
permit.
ftoperty (WnerSipaturt-
Date._JL4=�_
Richard H. & Lorraine,Mietzner -fact
their attorney in
STATE OPWASKNOTON) by Mike Mietznerg
vinunUTISH)
COUNI-X ur 0
that _4�or the uses and
I certify that I knQW Or 1181y" 82tgfaCtory OVIdenCe th&t and voluntary get
and acknowledge it to be his/her free
Biped this instrument
Oses mentioned in this instrument.
PUT
Dated'.
otary, 5 prt $egg must be smudged
N Signature of
xi� %, STW, #**,
...... 0 *-' Notar-Y Public:
I&
Residing ay.
:8 NOTARY 4P -
0
My ApP in
Ey aL
Pircs.
... .......
0 wsm 8N0ja0WSx COUNTY AUDITOIL
8 BE R9C0IWX'-v
TIBUIS DO
LEGAL DESCRIPTION - ADJUSTED PARCEL D
THAT PORTION OF LOTS 1, 2, AND 4, HIGGINS ADDITION DIVISION NO. 1, ACCORDING TO
THE PLAT THEREOF, RECORDED IN VOLUME 32 OF PLATS, PAGE 3, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
SAID PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS
COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 1, SAID POINT BEING THE TRUE
POINT OF BEGINNING;
THENCE NORTH 00010'53" WEST ALONG THE WESTERLY LINE THEREOF A DISTANCE OF
21.05 FEET;
THENCE NORTH 08038'25"EAST, A DISTANCE OF 82.15 FEET TO THE SOUTHWEST CORNER
OF SAID LOT 4;
T14ENCE NORTH 00010'53" WEST ALONG THE WEST LINE OF SAID LOT 4, A DISTANCE OF
41.31 FEET;
THENCE SOUTH 85033'46" EAST, A DISTANCE OF 178.46 FEET;
THENCE SOUTH 00025'32" WEST,A DISTANCE OF 111. 18 FEET TO A POINT ON THE LINE
COMMON TO SAID LOTS I AND 2;
THENCE SOUTH 89034'28" EAST ALONG SAID LINE A DISTANCE OF 129.03 FEET TO THE
NORTHEAST CORNER OF SAID LOT 1;
T14ENCE SOUTH 00032'38" EAST ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF
20.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1;
THENCE NORTH 89034'28" WEST ALONG THE SOUTH LINE OF SAID LOT 1, A DISTANCE OF
318.47 FEET TO THE TRUE POINT OF BEGINNING
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
9
U0223056
CITY OF EDMONDS
USE PERMIT
ZONE r
1�(� "I ZNUMBER 990063
CONSTRUCTION PERMIT APPLICATION
JOB ITE/APT
ADDRESS
4
OWN ER NAME/NAME OF BUSINESS
QA
LEGAL DESCRIPTION CH ECKI
SUBDIVI SION NO.
LID NO.
UJ
Z
MAILING ADDRESS
Aic-Ife / D
'Ll- --qb -31
C-SC ?,91
0
VIJ
7 C ) 4,-1- 1 n C�
CITY ZIP TELEPHONE NUMBER
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
TESCPAppro4ed ',q� 0.�-
,1
F-1j", V,(
EXISTING REQUIRED DEDICATION
RW Permit Required V6-$ Q,
Street Use Permit Req'j,�,El
j
ow,
NAME
PROPOSED
Inspection Required yl�rl, 0—
Sidewalk Required �. 0.
D--;W), Wit a.,Mc,
METEF� S1ZE7
LINE SIZE
NO. OF FIXTURES
PFIV REQUIRED
Cr
W
F-
Lu
ADDRESS
YESV' NO
X,
U
2-
REMARKS
A�OF/111!D 6( vil /;�FQ
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CITY ZIP
TELEPHONE NUMBER
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NAME
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ADDRESS
ENGINEERING MEMO DATED REV I EWED BY
cr
CITY ZIP
TELEPHONE NUMBER
0-
-V4- -, L.
7j�
i% i / "/T�! -
IRE MEMO DATED REVIEWED BY
W
STATE LICENSE NUMBER H 15�� OC.,4 EXPIRATION DAffE-
a:
7-5 111- 1 A -A
VARIANCE OR CU
ADB#
SHORELIN E#
Legal Description of Property - include all easernerfis
LD
okcl,i 4 A
Do, i *z lD,i WztA 11
SEPA REVIEW
COMPLETE EXEMPT
SIGN AREA
ALLO WED
HEIGHT
ALLOWED
EXP
I
1PROPOSED
]PROPOSED
LOT COVERAGE
REQUIRED SETBACKS (FT.)
PROPOSED SETBACKS (FT.)
ALLOWED
PROPOSED
FRONT SIDE REAR
FRONT UR SIDE REAR
0
3
t!
Pirboerty
Z
14 Li
Tax Account
ParceiNo. U14�1910-.. ),X
LOT AREA
trA ING REVIEW B
ME& XA,1- 7�
-5
0.
RINEW
RESIDENT"I'AL
PLIUMBINGfMECH
REMARKS'
ADDITION
0 COMPLIANCE OR
COMMERCIAL
CHANGE OF USE
APT. BLDG.
El
REMODEL SIGN
G�RtODIZP FENCE
REPAIR. CYDS. X—
HECKI�D BY
TYPE OF CoNSjRUCTION---7,
Vrq
CODE
OCCUPAN;r
P f
DEMOLISH WOODSTOVE SWIM POOL
INSERT HOT TUB/SPA
SPECIAL INSPECTOR 1,4ARE"
REQUIRED
ly" F
.0 ^A-1q,
6ccU?XNY
OGARAGE r7 RETAINING WALL]
CARPOMT RENEWAL
YES
REMARKS
,
LOAD
ROCKERY
/N
Z
0
(TYPE'OF USE, BU! 3INESS OR ACTIVITY) EXPLAIN:
PROGRESS INSPECTIONS PER UBC 108
W
NUMBER
NUMBER OF
DWELLING
CRITICAL
AREAS
0)
.44, tw W Aed. 0 -7 -7) Ald
(1)
0
STORIES
UNITS
NUMBEA-4-1.
J' 0,/ /6LF# I-S-41
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
M A-
FINAL INSPECTION REQUIRED
A III-- A) �,S`i l4l�? 1$,�, I,44fil I I
VALUATION
FEE
PLAN CHECK FEE
AIA /(22,,,v
BUILDING
FiEAT S6UI4CE:
GLAZ(NG
lyl).
%
PLUMBING
Plan CheCk No. Z,09- i`
-00
MECHANICAL
13-6—
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
7-3
Any construction on the public dom ' Bin (curbs, ildewelks,
driveways, marquees, etc.) will require separate permission.
STATE I SURCHARGE
Permit Application: 180 Days
—4,
Permit Limit: I Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
10
"Applicant, on behalf of his or her spouse, heirg, assigns and
ENG. INSPECTION FEE
(n
2
successors in interest, agrees to indemnify, bilWnd ind- hold
harmless the City d`f Edmonds;-;'Washingto I- nt' I
of icials
�30
2
X—its
employees, and dgentsirom any and'all claims i'0'r dadiaigeg"O'i
Y-d t n
�1 j
<
whatever nature, arising directly or indirectly frorh the issuance
S permit. Issuance of this permit shall not be deemed to
PLAN CHECK DEPOSIT
0
modify, waive or reduce any requirement of an� city ordinance
x
nor limit in any way the City's ability to enforce any ordinance
T 0 T A L A Mbb E
ion."
I hereby acknowledge that I have read,this application; that the
information given is correct; and that I am the owner, or the duly
ATTENTION
APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and
THIS PERMIT
state laws regulating construction; and In doing the work authoriz-
AUTHORIZES
This application is not a permit until
ed thereby, no person will be employed in violation of the Labor
ONLY THE
signed by the Building Official or his/her
Code of the State of Washington relating to Workmen's Compensa.
WORK NOTED
Deput y; and fees are paid, and receipt is
tion Insurance aria RjQVV-1B.27.
INSPECTIO N
acknowledged in space provided.
ATURE (OWNER OR 'A DATE SIGNED
DEPARTMENT
OFFICIAL'S SIGNATURE DATE
CITY OF
EDMON DS
ATTENTI'ON
CALL FOR
'RELQ!,,,Fb' L/ DATE
�1- B
INSPECTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
771-022U OhIGfNAL — File YELILOW
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
—'Inspector
WTION 109
PINK �. Qwnpr GOLD � A59es5or
APPLICATION
Tk6 of Edmonds Wall for
-E SMIM SEWFA PIMXFT EASL7JZNT NO.
NEW CONSTRUMON 0 REPAIRS 0 -------------
OWNER ..... !� .......... ..... -------- ---------------- CONTRACTOR ROOM'. _��g
. ... j�=UUT No.
ADDRESS ................................. ...... -Xrjk--..-.72G7 . . ............................ LEGAL DESCRIPTION: LOT No . ............................................. BLOCK No . ........ ......... (5p-
T - ..........................
NAME OF ADDITION ....... ........... 1-7'-" 0* JQ C(
..........................................................................
a
0
F&
Approved:
It
UO
VN
APPROVED
JUL 18 1%7
.................
CITT'OF -EDMONDS
CIVIC CENTER — WATER -SEWER DEPARTMENT
S r"E SEWER PERMIT
Call PRospect 6-1107 when work
14 ready for inspection. �No inspec-
tions'Saturday, Sunday or holidays.) N 2: 21389
ADDRESS ............... 56.1 ......... 1.3th ... Av.enu.e ... N.ort.]K'..' ........................................................................................................................
.... .. . .. .... .. ..... ....... .. .. .......
OWNER ..... Dr... .-R, -Tracy .................. ...................................... CONTRACTOR .... N.Or.th ... End ... S.epti.c ... Tank ...................
Permission is granted ..... ................ 19 ... 6.71 f or ........................ days to REPAIR or CONNECT a side sewer
mi�lth City Sewers in accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. I —The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must
be employed to construct side sewer in street area. Do not cover any portion of sewer before it has been Inspected.
NOTE No. 2—,Obtain full Information regarding Ordinance 11.16.030 arid,.Regulations governing side sewers when you get permit.
NOTE.No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 Inches inside property line; minimum grade of 2%.
No bends in grade sharper than 'A will be permitted.
NOTE No. 4—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for
failure due to Improper work which may develop 'within one year of completion.
NO-� No. .5—It Is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the main sewer or Its appur-
tenances except to insert the pipe into the wye.
T', -
C"R )' 1`16 1 0JN1 ,
I,ot 2 , -Sie- Y�I-a Ih ('110 ar.fl-, It 11 t� T) I I - e recorded in
Volume 24 of Plat,�, fi�ife 56 recon,lls of t)e. Aji(4, j.tor (,-f' tlt(.,
c,f Snolmnnnish , Stalte of I'Vashington,
F'X('.:EIJI* the North 72 feet.
EXCEPT the Fast. 26 feet of the Sonth 8 feet 0417 the North 80 feet
t 3, Sieri,�i flk,hlanrk -,I c r d
liit theveol: ret-orded in
4
e. I) t lu
'I, of' PI �-I. t,.; d i v olf r e r n f
Snohomish' St"Ite of S 1) i 1) t on .
FX(J'PT the ��? feet
V:XCEPT the Kest 10 feet of the �`Cjllth S fee�t of the !North V) feet , they-en-f
12. Drainage
Engineering inspections are required on storm drainage systems, tightlines and catch basin installations.
Inspections are required prior to backfilling
Require that all footing drains not be connected to the detention system.
Materials
Detention Pipe (See Drainage Handoutfor materials allowed.)
Tightline (See Drainage Handoutfor materials allowed.)
13. Concrete structures
Require that aH concrete structures be built per approved plans and per the City of Edmonds Standard Details.
Inspections are required prior to pouring of concrete:
• Curbs (require full length replacement)
• Gutters
• Approaches
• Sidewalks (require full width replacement)
• Curb ramps
• Require a clear sealer
Require a construction joint at the property line when ap'plicable
\L 14. Grading
Driveway slope shall not exceed 14% without a waiver. Every attempt should be made to keep the slope below
14%. No driveway grades are to exceed 20%.
Require driveway slope, width and cross section per approved plan.
Require all stockpiled graded materials to be covered.
15. Paving
On all non curb and guttered streets, require acp paving approach 20' from edge of pavement or to the right-of-way
line, whichever is greater.
Driveway entrance to be installed per approved plan and not to exceed legal width per City code.
Driveway turn -around to be installed pet approved plan.
k' Require cast iron cover over sanitary sewer cleanout when in hard surface.
16. Final Inspection
Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property.
Restoration of Right -of -Way shall be performed by the contractor.
—Stomrdrainage system to be cleaned of any and all debris. A TV recording of the sanitary sewer system may be
requirrMor to acceptance. The TV inspection is to be performed prior to paving.
All Engineering requirements must be met.
SITE ADDUSS 20-308 -F Z,�-7 d A Lr, -7 9 0 (D
Develo
T1
Date
G:\ENGRUZOY\INSPECVnf=ation\INSPECMLDOC
'NSPECTION� C, AEC!aA$"T'-
During the Mobilization and Erosion Control inspection, a site meeting with the Developer / Builder will include a
review of the following. At this time, any concerns regarding site development and construction may be addressed by
either or both parties. Upon completion of the site meeting, the Developer / Builder will be asked to sign the Inspection
Checklist confirming that the review has been understood.
1. Gener al Inspection of Permitted Work
Conduct inspections of. (See Site Inspection Record & Engineering Inspection Handout).
Posting of Notices, Site Inspection Record & Engineering requirements (location for postings on site).
). 2. Construction hours
Construction may be performed only during the following hours: Weekdays — 7:00 AM to 10:00 PM.
Weekends: 10:00 AM to 6:00 PM. Construction work shall not be performed within the right-of-way during the
hours of darkness without written permission by the City Engineer.
'1'- 3. Permits
A separate Right -of -Way Construction Permit is required for all work performed on public property.
- 4. Staging of materials, job shack and equipment
A street use permit is required for the staging of materials, job shack and equipment within the right-of-way.
- 5. Erosion control
Builder/Owner is responsible for containing all temporary runoff and erosion control on site.
The roadway is to be kept clean and clear of all debris and materials.
Require erosion control per the approved plan and per general requirements. Ensure that the erosion control
practices are maintained as needed during the course of the construction activities and until vegetation is
established.
Properly install and maintain erosion control fences per the approved plan and where directed by the City Engineer.
Properly install and maintain stabilization methods of exposed areas.
No work shall be performed within 15 feet of any stream without approval of the City Engineer.
*, 6. Rock entrance
Require installation and maintenance of the rock construction entrance per the approved plan and standard detail.
v-- 7. Pedestrian safety
Require pedestrian safety measures per approved plan, per construction practice or as directed by the City Engineer.
8. Trafflc control
Require traffid' control per approved plan and per general requirements.
It 9. Truck route
Require trucking operations be conducted per the approved truck route plan.
41� 10. Job Site
The Contractor shall at all times keep the right-of-way clean of trash, debris, dirt, mud and any other materials
which constitute an unsightly and disorderly mess.
11. Site Hazards/ Public notification
Check for sight distance hazards when adjacent to City street.
Signage & striping, as well as Fire/Aid address sign and traffic control, installed per approved plan.
i 17c. j8qfj
N 0 T I C E
TO PERMITTEE AND/OR OWNER
F-1 PARTIAL APPROVAL
F-1 VIOLATION
L] CORRECTIONs REQUIRED
PemiftNumber
9900(o'l
Owner M
Z Ne�_fL_
Job Address
_L 03 08
9 'L k_-) 0 A\' f�_
F--i No PERMIT -STOP WORK -REMOVE CONSTRUCTION OR OBTAIN PERMIT AND MAKE WORK COMPLY
WITH ALL APPLICABLE CITY CODES.
F-1 CONSTRUCTION Is NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT - STOP WORK.
MAKE WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE.
r-1 STOP WORK - UNTIL AUTHORIZED To CONTINUE By CIT Y INSPECTOR.
r_1 CORRECTIONS LISTED BELOW MUST BE MADE: BEFORE WORK CAN BE APPROVED AND/OR THE
NEXT PHASE IS STARTED; To AVOID POSTING OF A STOP WORK ORDER, ORDER To
CORRECT, OR ABATEMENT PROCESS.
F-1 JOB CARD MUST BE POSTED ON SITE AND BE VISIBLE FROM STREET.
F-1 APPROVED PLANS MUST BE AVAILABLE To INSPECTOR ON SITE.
LjWORK DESCRIBED BELOW HAS BEEN INSPECTED AND Is APPROVED.
F'5Q CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT.
LjRECALL FOR INSPECTION.
T)e:�e'VH 0 n / '� "- C' ts ��iLJ
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN
DAYS OR PENALTIES MAY BE APPLIED. FOR INSPECTIONS CALL 771-0220.
LJBuilding Division F—)Planning Department LA Engineering Department LiFire-Department
CITY OF EDMONDS
%-a --I I I S�— Date
FZ— __ Inspector Are �
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5� �it RJ'VEL
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EXIOTING GRAPE
FROM CONTROL
5TRUCTURE
p
'OL
4!'PERFORATED)
PIPE WITH END CAP5
WA5HEP DRAIN ROCK 21 LINE TRENCH WITH MIRAFI
PRIOR TO ROCK PLACEMENT.
GRAVEL TRENCH LEVEL SPREADER
N. 7. S. 2
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A PORTION OF5ECTION 24, TOWN5HIP 27 NORTH, RANGE 3 EA5T, W.M.
CITY OF EL)MONL)5
LEGEND
0 OILT FENCE
NOTES
1. TEMPORARY ROCK ENTRY PAP 12'X 50'X 6"
(2" QUARRY 5PALL5).
2. IN5TALL DRIVEWAY CUT PER CITY
5TANDARP5.
3. REFLECTIVE APPRE55 5IGN TO 5E PLACEP
AT ENTRANCE. (5IGN - GREEN 13ACKGROUND
WITH 3" WHITE NUM13ER5)
4. FOOTING PRAINO 5HALL NOT 15E CONNECTED
TO PETENTION5Y5TEM. CAN 13E CONNECTED
TO LEVEL 5PREADER.
FILTER FAORIC MATERIAL IN C0Nl'1NUOU5 ROLL5.
UOE 57AFLE5 OR WIRE RINOO TO A7TACH FA13RIC
7'0 WIRE.
WIRE MEOH 5UPPORTFENCE
FOR 51LTFILM PAORIC3.
WIRE MEOH 5UPPOR1- FENCE
F09 51L r FIL M FA 13RICO
FIL TER FA 13RIC
MATERIAL
ji'�'
PROVIDIE WASHED ORAVEL
'9
f5ACKFILL 09 COMPAC�rEl?
OURY L301TOM OF FIL TER MA 7-ERIAL
ig
NA77VE 501L A0,91RE�crmq
6" t3Y 12" TRENCH
11YENOINEER
fMAX
t3URY 1307TOA" OF
�j
FIL 7EII MArERJA L IN
2"13Y2"W0O0P03T5,
Li
6" 13Y 12" TRENCH
57ANDARO OR 13ETTER
OR EQUIVALEN7'
2" 5Y2" WOO,9 P051'5,
57'ANDARL? OR 13ETTER
OR EQUIVALENr
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ELEVATION 5ECT(ON
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LOCKIN0 LIV
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15A 1-15
2'Mln.
RE5 IrRIC7109 PLATE WITH 515'ff
=0.625" 5HARP EOOEO, 3HOP
ORILLEV ORIFICE,
370 .......... ........................................
...........
C131 TYPE I
KIM = 366.30
IE =366.00
360: . . . . . . . . .
PROP05EP FINAL GRAVE
C13 2 IYPE
"ACCEPTABLE TIGHTLINE MATERIAL KIM =305,00
N-12 ADS IE = 5eb,0Q ....... .. ......
Sch 40 PVC
D3034) 100 L�36' HOPE
.50% *F ("' HOPE
13 L o
C4.00
350 .... IE- � 350.65
OUfFALL TO RUNOFF
55MH C 6 4 TYP 7E� 11 I� (�5�O L� 11) L I�P
KIM = 373.32 KIM =356.00 CONTROL 5TRUCTURE
LE. = 365.52 IE 352.00 6EE DETAIL 3 5PtEADEP, TRENCH
KIM = Zoom
IE 351.50
5ANITARY OEM
DATUAt ELEV
340.00
CZ t-
Lo
to to to n
L
0+00 1+00 2+00
STORM DRAIN PROFILE_
V=59 HOR., V=6 VERT.
V=20'
CONSTRUCTION SEQUENCE
2) 0 10 20 40
1, ARRANGE ANI? ATTEN19 A PRECON57RUC77ON MEEDNO
WITH CITY IN5PEC'rOR, 0E316N ENGINEER, ANO OUILOE9.
2, FLAO 12EVELOPMENTAIZEA 5OUNDARY. IN37ALL 3ILT'
FENCE.
,3. CALL FOP lN5PEC7'lON ANP OL3TAIN APPROVAL
OF EIZO51ON CONT'ROL MEA3UKE6.
4. CLEAR AN19 GRU13 31TE.
5. IN37ALL UTfLlTfE5 ANO 3EGIN0 BUILOING
CON3'rRLlC7'1ON.
0. 5rAL31LIZE ALL EXP03Ei9 SOIL.
Z PLACE PETENTION PIPE CON'rKOL. 57RUCTURE
IN'rO 5ERVICE.
6. REMOVE REMAININGTEMPORAKY E905ION CONTROL
MEASURES WHEN PANOER OF EROSION 15 PAST
9. OEIWEEN OC'r05ER 137'ANO MARCH 3157'A091TfONAL
MEA3URE3 SHALL 13E EMPLOYE0 TO ENSURE NO
OEPIMENT WILL EXI'rrHE SITE. 50ME OF 7`HE5E MEASURES
ARE. PLASTIC 5HEET(N6, STRAW, OR OTHER MULCHING.
013TUR5E19 EA97`HrHAT'10 LEFr UNWORKEO LONGER
THAN 24 HOURS SHALL 5E PgOrECTE0.
A0JU5rFRAMEAN06RA'rE APPROVED AS NOTED
OUCH -rHA r PES'rRICT9V
FOLLU7-1ON CONTROL OEVICE
13 141515LE Ar 896E OF OPENINO
ANO 01PECTLYOVE9 57EP5. RE= 356.50
3'�<O.OeW'ME7'AL PIPE SUPPOR7'
ANCHOKEP 7-0 C13 WALL
OVERFLOW
EL=,355.00
TOP ORIFICE
EL = 353.10,1-3116'ff
REMOVA15LE WATER770HT
COUPLINO OR FLANOE
I '
121$ Mln.
I
on L \- PLA7E 14,ELOED TO 0" EL,50W
max. W17H ORIFICE A6 OPECIFIEV
RESTRZCTORELBOW DETAZL
HOLE5 (5 PLACE5 ON 10-3/5"
t3ar CIRCLE FOR OOL77NO 710
MEIR PLA M
Nlr6.
12"
0
12" NPLE wILOCK PIN
2'Min.
u \\**
0
NOTE.- ALL OTEEL PARr5 ANO 7
6 URFA CEO MUO r OE CA L VA NIZE19 0
A NP A OPHA L r COA TEP (TREA rMEN r
#1 OR 130TER). COMPLETE 0 0 A,9JU07Ai9LE
CORRO51ON PROTEC77ON MU5'rL3E LOCK HOOK
A55UKE0. u,
2'Mln. LIF7HANOLE 3HALL WILOCK OCREW
5E A 7rACHEL9 PER
PER MANUFACTURIX 1"ALUMINUM900
RECOMMENVA*rION5
VARIA13LE LENOTH.
CB- Type 11-54" SECTION
5CALE. 112"= 1�-O"
FRONT SIDE LIFT HANDLE
CLEANOUT / SHEAR GATE rq-q--\
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PATE: 5/5/98
PWG 13Y. TRN
JOI3 NO: 97044
5HT- -2- OF 2-
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jV CONTROL KUCTIJKE
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WRAP TRENCH ENTIRELY WITH
FILTER CL13TH
mj
Nlv� I w �V-% I . .........
GRAVEL TRENCH LEVBL SPREADER
N.7'5.
A PORTION OF5ECTION 24, TOWN5HIF 27 NORM, RANGE 5 EA5T, W.M.
CITY OF EPMOND5
LEGEND
0 OILT FENCE
NOTES
1. TEMPORARY ROCK ENTRY PAL) 12'X 501 X 6"
(2" QUARRY 5PALL5).
2. IN5TALL DRIVEWAY CUT PEP, CITY
5TANDARD5.
5. REFLECTIVE APPRE55 5IGN TO 13E PLACED
AT ENTRANCE. (5IGN - GREEN 13ACKGROUNP
WITH 3" WHITE NUIVIDERO)
4. FOOTING PRAINO 5HALL NOT DE CONNECTED
TO DETENTION 5Y5TEM. CAN 13E CONNECTED
TO LEVEL 5PREADER.
FILTER FABRIC MATERIAL IN CONT7NUOU3 ROLLO.
USE 5rAPLE5 OR WIRE RINGOTiO A TTACH FABRIC
710 WIRE,
WIRE MESH 5UPPORTFENCE
FOR OILTFILM PAORIC0. WIRE MESH 3UPPORT' FENCE
Fog 5ILT' FILM FAVRICO
I LJ ----
FIL 7ER FA ORIC
MATERIAL
PROVIVE OHEL? 0
5ACKFILL OR CO PA
I I OURYOOT-rOMOFFIL-TERMATEKIAL NAT "VE SON AO OIREC7EJ9
-40 6'OY12" TRENCH 13Y ENOINEEK
11 ro'MAX 13URY1301TOMAOLF/tv 6" MIN.
FIL TER MA TERI
I r- 2" 13Y2" WOOO P03'TS, 6" 13Y 12" *TRENCH
57'ANDARO OR BETTER Li
OR EQUIVALENT' 2"0Y2"W0O0P05rb,
57'ANVARO 09 BETTER
09 EOUIVALENT
ELEVA77ON 3EC7'lON
SILT FENCE DETAIL
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ss
25,00' 11
PLAN
370 ..........
V
CID
CD I TYPE I
KIM = 368.30
IE= 366.00 360: .............. ......... ......... .........
PROP05ED FINAL GRAVE
G13 2 TYPE 1 (5
Kim = 363.00
N-12 ADS IE = 340,00 ....... ......... .........
SCh 40 PVC
ACCEPTABLE TIGHTLINE MATERIAL
35 (ASTM D3034)
100 LF36" HOPE
13 LF 00" HOPE
C4.00%
I I-- � 350.85
350: ........
C641YPEII C70LIDLIP OUTFALL TO RUNOFF
KIM 356.00 CONTROL 5TRUCTUPE
373.32 IE:i 552.00 5PItEADER TRENCH
SEE PETAIL 3
RINJ =356.00
IE 351.60
TARY 5EN
DATUM ELEV
"'gg"m
20 10 20 40
A L?JUO 7- FRA ME A NO ORA 7E
0 UCH TiHA TREO 7`RIC7`OR/
POLLUTION CONTROL OEVICE
13 VISIBLE A7896E OF OPENIN0
KOLIN19 OOL112 ANO 01RECMY OVER STEPS. RE= 0545,50
LOCKINO LID
LIFT'
HANOLE
�2 5�0.004" METAL PIPE OUPP097'
ANCHOREV IrO C13 WALL
---------- OVERFLOW
EL= 355.00
3c", a 5=0.607, TOP ORIFICE
�2 SHEA K EL =353,10,1-3116ff
OA7'E
12"
12"
2'Min.
2'Min, NOTE.- ALL STEEL PARrO ANO
I SURFACES MUOT'DE CALVANIZE19
t>' ANO AOPHALT'COATE0 (7-REAT-MENT'
#1095ETT59). COMPLETE
CORROSION PROTECTION MUSI-59
REOTRICT109 PLATE KITH 5160 2'M1n. A55URE0-
=0.625" SHARP EOOEO, SHOP
09ILLE0 ORIFICE.
CB- Type 11-54" SECTION
SCALE. 112" = 1�-O"
340.00
LO
LO
0+00 1+00 2+00
STORM DRAIN PROFILE
V=59 HOK., V=6 VERT.
CONSTRUCTION SEQUENCE
1. ARRANOE ANO A77EN0 A PRECON3*r9UC7'1ON MEErlN6
Wi'rH CITY INOPEC'r0g, OE516N ENOINEER, AN19 OUILOE9.
2. FLAO OEVELOPMENT'AREA 13OUNOARY. INSTALL 310'
FENCE.
,3. CALL FOR IN5PECrlON ANO 0137-AIN APPROVAL
OF E903ION CON*rROL MEASURES.
4. CLEAR ANO ORU13 SITE.
5. INSTALL LITILMIE5 ANO OEGING 5UIL19ING
CON5T'RUCT'ION.
0. 5TAOILIZE ALL EXP05EP 501L.
Z PLACE 00ENTION PIPE CON7'9OL 5rgUCTURE
INT'O 3EKVICE.
6. REA40VE REMAININO TEMPORARY EROSION CONTPOL
MEAOURE6 WHEN OANOER OF ER05ION 13 PA5-r
9. OETWEEN OC7'013EK' 15r AN19 MARCH 3167'A00177ONAL
MEASURES SHALL OE EMPLOYEO T'O ENSURE NO
OE191MENT WILL EXI'r *rHE SITE. SOME OF 7HE5E MEA6LIRE5
ARE, PLASTIC 5HEET'INO, STRAW, OR 07'HER MULCHINO.
i9l3T'UR5El9 EA97H THA T'13 LEFr UNWOKKEO LONc;'E9
THAN 24 HOU95 SHALL OE PROTECTE19.
APPROVED AS NOTED
qtg 440 qb
REMOVA13LE WATERT70kil'
LiCOLIPLINO 09 FLANOE
12" Mtn.
6" PLATE KIELVE0 7*0 6" ELBOW
Max WITH ORIFICE AS 6PECIFIE0
RESTRECTOR ELBOW DETAIL rq-s-�
HOLEO (5 PLACES ON 10-3/0"
13OLT' CIRCLE FOR 13OLT'INO TO
KqEIR PLA TE.
1%
LIFT' HANOLE SHALL
0EA7TACHEOPER
PER MANUFACTURER
RECOMMENVA77ON5
N. 7. S.
'e.
IV NL9LE wILOCK PIN
0 cc-=-==--)
0 0 A0007ADLE
LOCK HOOK
WILOCK SCREW
1"ALUMINUM ROO
VARIA13LE LENOrH.
FRONT SIDE LIFT HANDLE
CLEANOUT / SHEAR GATE rq-q-�
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DATE: 5/5/95
DWG 13Y. TRN
JOE3 NO: 97044
SHT- 2 OF