6802 174TH ST SW.PDF111111111111
1033
/ 6802 174TH ST SW
CA FILE NO. 6—
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/1,ocation: lo 174 VJ
2. Property Tax Account Number: 131 — 0 0 0 — / 0 O-S
3. Approximate Site Size (acres or square feet): Zgj (00-5 5-f. A-Ws-
4. Is this site currently developed? —!!Lyes; — no.
If yes; how is site developed? '9'ALL-6 F**41L If H,51M6
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 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: hf'o Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8. Site is in the floodway tA-0 floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? Flows are seasonal? _ (What time of year?
10. Site is primarily: forested meadow ;shrubs ed
MM
urban landscaped (lawn,shrubs etc) V
11. Obvious wetland is present on site: t4
I -77�r MIM
690-199-
City of Edmon&
Critical Areas Checklist
The Critical Areas Checklist contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the City of Edmondsprior
to his/her submittal of a development
permit to the City.
The purpose of the Checklist is- to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
and submit it to the City. The City will
review the checklist, make a precursory site
visit, and make a determination of the
subsequent steps necessary to complete a
development permit application.
With a signed copy of this form, the
applicant should also submit a vicinity map
or it plan for individual "o of the �Wc—el
with enough detail that City staff can find
and identify the subject parcel(s). in
addition, the applicant shall include
other pertinent information (e.g. site
plan, topography map, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their pmliminary
a sment of the site.
I have completed the attached Critical Area Checklist and allm that the answers provided are
factual, to the best of my knowledge (fill out the appropriate qolumn below).
Owner / Applicant- Applicant Representative:
...........
Name Name
69&2- 1.7 4 st- S-W-
Street Addrew —.,.StrMAddrew.,--'-
City, State, ZIP Phone City, State, 7"'-:--�
Phone
Date
ate—L.- S*
Signature D
L � "'!"" . " 7. �!
HOMEOF
Suite B - 16521 Highway 99 Lynnwood, WA 98037-3199
Everett: (206) 258-4171 Puyallup: (206) 840-9552
Administrative Headquarters: (206) 743-1555
FAX: (206) 742-1691 Toll Free: 1-800-824-9552
Contractor's Lic. #: TOWNCPF099LT
Quality: Our Future Depen& On It. I
DIRECTIONS TO S,ITE
JOB NAME:
SHIP TO ADDRESS: 1-7 Ll 5t- 5-W -
TELEPHONE # AT JOB DROP: -7q3-
54-Wip
THOMAS BROS. MAP EOCATOR 14 5'5
Can a semi* turn around at the job drop? 0 Yes 2<o 0 Back -in Only C1 Other
Can a one ton get into the job drop? 2<es 1:1 No 1:1 Other
Can a concrete truck get into the drop? 11119s 0 No 0 Other
Directions
I
1-7c4 Tb 5t S"
I
S;A
*Truck Dimensions: 65' long, 8' wide, 121/2' high, and it weighs 35AM lbs. empty.
1. Office —White 2. Construction Office-40anary 3, Concrete Crew —Pink
@11M Perma-SiN Industries FR-35 9/94
455 SEE 435
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HOMEOF
COUIPIt7"Y" Suite -3 - - J55 '�iqnwav,39 - L jrnwr-o
-�'(::i7!`=AME 3UIL:',INC-S =verctt: ;Z06) ZE&-L: 71 Puyalluo: .2061,,�40-4552 't ah:1?
ZC5)-..-.!Ez5 _�
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Cantractors Lic. 4: TCWNCPF099LT
Quality.' Our Future Depends On It.
Pff L9ME CHECK: Site Plan
A�erty dimensions �tic and drainfield
Lffh ng buildings er ks of proposed to Proposed building
;Sg�, lines
aprMo"posed building n ac ess
size
OEasernents Lf, e . t and 2*1evation of property
ing buildings C19.odies of water
9 roac
ain road with name CiFloorpian
Job name: QW a!
J,�,6 __ -7 4 (A -
Job Site Address:
Legal Description. c,,o D - "I
tc
I i / -7 Ly:,
IDA,fww%
_. lo I/
I"i I
40
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RECRIVEI:)
APR-t a 1995- -
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T iA. q7
7
L
7-f Z-94j� �s CL
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3qi
_APPROVED BY PL,ANNING.—
,o"017.
OVIW hu verffied and approved the iocationof =MMIriM orientadon of the bWkl* tqo,�M'Trch. ad imms specified in paragmh
1 i :7 mns vwffi
B of the contr= are shown on this (int9mg and vice versa. Cuszoracr s
oil" (W"A" PMOUCOM(COM (Own *AM~ (QMWW=o
CA FILE NO.
Critical Areas Checklist -
Site Information (soils/topography/hydrology/vegetation)
1. Site AddressALocation: lo&*Z— 174 cL
2. Property Tax Account Number:' 0 0 0
3. Approximate Site Size (acres or square feet): Z9, (0 (0,5 S-f - 9 A- CAf 5,
4. Is this site currently developed?
yes; — no.
If yes; how is site developed? �;MtL—'5 F*#41Lf 1-"6
S. Describe the general site topography. Check all that apply.
V/ Flat: less than 5-feet elevation change over entire site.
V/ Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: Af'0 ; Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8. Site is in thefloodway floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? a2 Flows are seasonal? _ (What time of year?
10. Site is primarily: forested meadow shrubs mixed
urban landscaped Qawn,shrubs etc)
11. Obvious wetland is present on site:
RcVOIJM4
'90 -19, -
City of E&mon&'
Critical Areas Checklist
The Critical Areas Checklist contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the City of Edmondsprior
to his/her submittal of a development
permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
and submit it to the City. The City will
review the checklist, make a precursory site
visit, and make a determination of the
subsequent steps necessary to complete a
development permit application.
With a signed copy of this form, the
applicant should also submit a vicinity map
or it plan for individual "o of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertment information (e.g. site
plan, topography map, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
Applicant Representative:
Name Name
Street Addrew Street Addnm
[- ptA ON DS wh qboZ6 7fg- fM
city, State, ZIP ,Phone
7-
Signature
Date,
LIAWWOAD WA- 9b037 -'!7q3--J6,55
City, State. ZIP
Phone
S' Da&
PLANNING DATA
SITE ADDRESS:-(pQ2 17,04' sy-.sid —DATE:
ZONING: 46 -17, -PLAN CHK#: fg- �5p
SETBACKS:
Required Setbacks:
Front: 2�6 LeftSide:—to RightSide: L *0 Rear: zs'
Actual Setbacks:
Front: &:�, LeftSide:—'5-1 RightSide: to Rear: 7-!j
CORNERLOT
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED Jpr ?v.Q.
LOT COVERAGE:
Maximum Allowed: i? Ib, 43e4lActual:
BUILDING HEIGHT:
Maximum Allowed:-11+Z/7 Actual Height:_ J���/fy
SUBDIVISION:
CRITICAL AREAS #: W-//17
SEPA DETERMINATION: *wd)-'em
LOT AREA:
OTHER:
Plan Review By: a"-
E-4
:E:
0
0
E-4
CITY OF EDMONDS
9
.MNT FOR
PtBLIC WORKS DEPA Rq
INSPECTION
CALL164D Permit N?
6285
SIDE SEWER PERMIT 775-2525 Ext.
220 Issue Date
7
PEP -MIT MUST BE
POSTED ON
JOB SITE
1. Address of co;7`7777lon (0:8
Y,7
9902.0
2. Property Legal Desc-�ption
(include all easements)
/�;Ia e— V"r A 1.4_�j (
I
-
n�
3. Sbigle Far&ily Residehce L-,' Multi -Family X-6 N kbAQjW s I- g J. [1-r
Commercial
4. OwneT-ead74w—Builder I
0 tA
5. Contractor & License No.
6. Invasion into City Right -of -Way: No_L�Yes (If Yes Right-of-
way Construction Permit Required - Call Dial Dig (342-5344) before
excavation).
7. Cross other private property: Yes— No V--"'Easement required -
attach legal description and county easement number.
READ THE FOLLOWING AND SIGN:
a. Property owners must obtain a permit to install side sewers on
their property. A licensed side sewer contractor must be employed to
construct side sewers in the public' right-of-way.
b. The side sewer contractor assumes full reponsibility for each
installation for one year.
c. Commercial establishment requires a minimum of a six inch (6")
side sewer line.
d. Side sewers may not be installed closer than thirty inches ('30")
to any structure. 0
e. Side sewer lines must be laid at a minimum grade of 2% (1.15
and maximum grade of 100% (450). 0
f. No turn in side s8wer greater than 45 (1/8;bend) is 0 allowed
between cleanout. All 90 turns must be constructed of a 45 (1/8
bend) and wye with removable cap.
g. No down spouts, footing drains or floor drains can be connected
to side sewer system.
h. Pea gravel is required for bedding when installing sewer lines
through other than granular soil.
i. Cleanouts are required at 30"-60" from each plumbing exit line
and at minimum intervals of 100' along sewer 'line run.
j. Trenches within City right-of-way must be restored to original
conditions. Contractors shall be responsible for right-of-way failure
due to poor compaction of fill.
k. Side sewer must be left uncovered until inspected and approved
by the City.
1. Inspection during normal working hours only. Two (2) working
days notice required.
DATE: 4-1Y —7
I—bertify that I have read
and shall comply with the above
PERMIT FEE: 10 -f
CONNECTION FEE:
PERMIT MI
DISAPPROVED BY: Date:
By: -Date:
APPROVED By: -Date:
BE POSTED ON JOB SITE
'A,
rE -37� io: .21
CITY OF EDMONDS
USE
111E PERMIT !15'0,1 f).3
NUMBER
CONSTRUCTION PERMIT APPLICATION
JOB SUITEiAPT
ADDRESS Ke 00 2.,, --y-ed -7-
7--T 15pl .5141
#
Lu
Z
0
OWNER NAME/NAME OF BUSINESS
LEGAL DESCRIPTION CHECK
SUBDIVISION NO. LID
NO
cc
Lu
cc
MAILING ADDRESS
-7
_�,Fo
PUBLIC*RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP
RW
EXISTING — REQUIRED DEDICATION Street
ROPOSE6 Inspection
Sidewalk
Approved 13
Permit Required M
Use Permit Req'd 0
Required 0
Required 0
CITY ZIP
1��ANDI� q,�o Z
ELEPj-tONE NUMBER
4 L-
01ADDRESS
t:
cr
NAME
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES El NOO
REMARKS
J_-,
CITY VP
TTEL iONE NUM13ER
NAME
-rL) IN Co V ?j*,jI poc"r Fg,4m E 4 0 1, 1) lr,&s
ADDRESS /t5��
0
=�CITY
Z
ENGINEERING MEMO DATED REVIEWED BY
ZI P
LYNNNCOD 96o ?
TELEPHONE NUMBER
I
FIRE MEMO DATED REVIEWED BY
W
X
a
STATE LICENSE NUMBER 9f EXPIRATION DATE
-r
6wwc:2 � 0 C1
SIGN AREA
ALLOWED PROPOSED
SEPA REVIEW
COMPLETE EXEMPT
AD NO.
N
IIIIIIII
Legal Desceiption of Property - include all easements
Z
2—
AW ,E.,:�
SHORELINE
VARIANCE 0 CU
N REVIEW BY
4
'T E
Lu
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Z
Z
SETBACKSf— FEET
RONT 11A �1)V REA!��
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HEIGHT
I LOT CdVER E
Property
Tax Account
Parce 00— 145
REMARKSi
W&4, IH-. ) 5-
NEW RESIDENTIAL PLUMBING
ADDITION COMMERCIAL MECHANICAL
APT. BLDG.
D REMODEL SIGN
CHECKED BY
TYPE OF CONSTRUCTION
Do E
r
OCCUPANT
G%�/
GRAOIN? FENCE
DREPAIR CY0 S. (_ x IFT)
Z
Y
ii-E
a
W
0
03
0
DEMOLISH WOODSTOVE swim Poot
7'INSERT HOTTV R�SPA
GARAGE RETAINING WALL/
CARPORT ROCKERY -AtNEWAL
SPECIAL INSPECTC RtAREA
REQUIRED
_S
0YES
OCCUPANT
LOAD
REMARK
P�OGRESS INSPECTIONS PER UBC 305
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
P- �-ID6N17ftf-
NUMBER
OF
STORIES
NUMBER OF', N
_Y'
DWELLING,
UNITS
CRITICAL
A EAS
R
NUMbE RY6
DESCRIBE WORK TO BE DONE (ATTACH FICOT PLAN�
FINAL INSPECTION REQUIRED
7r
VALUATION
FEE
FEE
PLAN CHECK FEE
/7R
BUILDING
HEAT SOURCE:
GLAZING
155
%
PLUMBING
Plan Check No.
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construction on the public domain (curbs, sidewalks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
Permit Application: 180 Days
.
STORM DRAINAGE FEE
Permit Limit: I Year - Provi ded Work Is Started Within 180 Days
*0
"Applicant, on behalf of his or her spouse, heirs, assigns and
ENO. INSPECTION FEE
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successors in interest, agrees to indemnify, defend and hold
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harmless the City of Edmonds, Washington, its officials,
m
employees, and agents from any and all claims for damages of
PLAN CHECK DEPOSIT
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t
whatever nature, arising directly or Indirectly from the Issuance
1?613
of this permit. Issuance of this permit shall not be deemed to
0
modify, waive or reduce any requirement of any city ordinance
I
nor I . imit in any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
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provision."
1W
I hereby acknowledge that I have read this application; that the
ATTENTION
APPLICATION APPROVAL
information given is correct; and that I am the owner, or th.e duly
authorized agent of the owner. I agree to comply with city and
state laws regulating construction; and In doing the work authoriz.
THIS PERMIT
AUTHORIZES
T his 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
Deputy: and fees are paid, and receipt is
tion Insurance and RC4118.27.
INSPECTION
acknowledged in space provided.
NATURE (OWNER OR Q!�,) DATE SIGN
DEPARTMENT
DATE
CITY OF
OFFICIAL'S SIGNATURE
EDMONDS
ATTENTION
CALL F
INSPECTION
RELEAS T,
...... - —
11-IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
771-0220
ORlGrNAL — File YELLOW — Inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. USC
r,WAPTFP .1
PUBLIC 1,,UITS DLPART*,�nTr C[1EC1q,1ST 0-7-72 Date
B�ILDRiG _PE1:T[LT REVTEA4
0
Z
�rl
FA
i
. :4w
1 r4
Street Right -of -Way Existing
Access Easements Existing _-5 -
nu.-FJ Ell
Utility &-isement Existing REQD
Lot per*Subdivision Plat Assessor Map
Site Plan Checked for Accuracy 2_` - -7- -7 C1
Underground Wiring Reqd.
Check Accuracy of Legal Description -7 -'1
Environmentally Sensitive Area U A
Envirot-uncntal Cliecklist Reqd.
Flood Hazard Zone
Shoreline Management Area
0
�1 Slope Soil, Vegetation
Strewn, Creek, Drainage Basin
Existing Zoning Per Code 1Z
Amenities Design Board Approval Reqd. TAO ADB # Approval
I Board of Adjustment ApProval Reqd. 1�40
RevieTJ. By: Date:
Existing Water ,vlain Size
Water Main Reqd.
Service Line Reqd.
Hydrant Size Existing
Hydrant Reqd. Per Fire Code
Detector Check Meter Reqd.
Cross Connection Inspection
Fire Department Comments
Water Meter Charge Reqd.
Review by:
Size
A'A
NA
Date: 7 -Z
Septic Tank Permit Reqd.
Sanitary.Sewer Availability 4 -5- 4�4 —
Drawing No.
L_ k
Side Sewer Availability
Date:
Permit No.
Proj. L ��_! -
File No. L 6'
�9
64-
cm
Sanitary Se-wer Connection Fe Re
Review BY: &�L� Date:
BUILDING DEPARTMENT'40'
USE: PE Pll%'t
ZON
Applicant Fill
NUMBER
PERMIT APPLICATION Inside Heav'y Lines
JOB
ADDRESS
69OA-19
NAME (OR NAME OF BUSINESS)
/e 17 Jj
LEGAL LOT
YES NO
PLAT NAME
SUBDIYISION NO.
-TA
III
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IWAXILING ADDRESS
d- 5-
0
.1-3 1(z
PUBLIC RIGHT OF WAY PER ORDINANCE'NO.
CITY
JT�LEPHONE NUMBER
L) 2
EXISTING RIGHT OF W.AY
PROPOSED RIGHT OF WAY
NAME
u
DEFICIENCY OF RIGHT OF WAY C�o
W
t
ADDRESS
STREET/UTILITY.WORK REQUIRED YES NO
x
I
U
PERMIT FOR WORK IN PU13LIC R/W YES NO
0
CITY
_EPHONE NUMBER
Ir
UNDERGROUND WIRING REQUIRED VYES ONO
U
CONNECTION TO SANITARY SEWER YES 0 NO
SEPTIC TANK PERMIT REQUIRED Y Et 1ANO
CL
NAME
SEPTIC TA NK PERMIT NO.
0
ADDRESS
U
SEE MEMO DATED
CITY
TELEPHONE NUMBER
REMARKS
z
0
U
STATE LICENSE 14UMBER
CITY LICENSE NUMBER
C H E
Z_ L
t3 y
Legal DeSCription of Property (Show Below or Attach Four Copies)
METER SIZE UILDING SUPPLY SIZE
Z/
REMARIKS
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0
SIGN A'REA
ENV. REVIEW
ADB NO.
U
ALLOWED PROPOSED
COMPLETE EXEMPT
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SHORELINE
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REMARKS
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VARIANCE OR CU
NNING REVIEW BY
DATE
YARDS
5�
ILOT COVERAGE
NEW R-ESIDENTIAL F] GAS
FRONT SIDE 11.15'R.AR
A
FIRE ZONE
TYPE OF CONSTRUCTION
HEIGHT
LINE
ID ID
NON-.RESID ENTIAL SIGN
ADD
ICODE
I
11 DEMOLISH RETAINING
11 WALL
CIAL INSPECTOR
REQUIRED
AREA
OCCUPANCY OCCUPANT
ALTER EXCAVATE FENCE
0 YES 11 N 0
GROUP LOAD
OR FILL El I X FT I
P N CHECKED BY THIS SITE IS LOCATED IN THE CITY
OF EDMONDS. LOCAL SALES
El
REPAIR PRE -MOVE swim
INSP. POOL
TAX
SHOULD BE CODED 31.04.
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NUMBER OF STOR
IER OF
REMARKS
2
e�
LING
0 A
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-
NATU'70F WORK TO BE DONE
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C- /-I,
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PLAN CHECK FEE
VALUATION
FEE
PROP05ED USE
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PLOT PLAR rMiSICATE 13UILDING '6ETBACKS,
ABUTTING STREETS)
BUILDING
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0
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0
/P
PLUMBING
0
MECHANICAL
FENCE
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SIGN
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"AppliCant, on behalf of his or her spouse, heirs, assigns and
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successots in ' interest, agrees to Indemnity, defend and hold harniless
2
the City or Edmonds, Washington, its officials, eniployees, and.
?ETAINING WALL,
agents front any and all clainis for damages of whatever nature,
0
�-,WIMMING POOL
I
arising directly or in(firectly from tile isst1:111ce of tilis permit. Issu-
CITY OF EDMONDS
FOR INSPECTION CA
PUBLIC WORKS DEP MENT
775-2525 Ext. 220
SIDE SEWER PERMIT
Permit N? 7 6209
Issue Date
j* PERMIT MUST BE POSTED ON JOB SITE 10-00 Permi-rt
7 '77777dwlanwl�,� -2-5--00 Trvkilr,
1. Address of 7onstruction 1-741ze J�� J§i" ;!=PON"
2. Property Legal Description (include all, easem"At 1: I -Ell
X0 -/ 2 oe� A(,,Ao4 5
3. Single Family Residence, Multi -Family No. of Units
Commercial
4. and/or Builder /%qq 7o e-a v
5. Contractor & License No. A��eW
6. Invasion into City Right -of -Way: No Yes (If Yes Right"of-
way Construction Permit Required Call Dial Dig (342-5344) before
excavation) .
7. Cross other private property: Yes X,"4 No Easement required -
attach legal description and county easement number.
READ THE FOLLOWING AND SIGN:
a. Property owners must obtain a permit to install side sewers on
their property. A licensed side sewer contractor must be employed to
construct side sewers in the public right-of-way.
b. The side sewer contractor assumes full reponsibility for each
installation for one year.
c. Commercial establishment requires a minimum of a six inch (6")
side sewer line.
d. Side sewers may not be installed closer than thirty inches ('30")
to any structure. 0
. e. Side sewer lines must be laid at a minimum grade of 2% (1.15
and maximum grade of 100% (450). 0
f. No -turn in side s8wer greater than 45 (1/81bend) is 0 allowed
between cleanout. All 90 turns must be constructed of a 45 (1/8
bend) and Wye with removable cap.
g. No down spouts, footing drains or floor drains can be connected
to side sewer system. -
h. Pea gravel is required for bedding when installing sewer lines
through other than granular soil.
i. Cleanouts are required at 30"-60" from each plumbing exit line
and at minimum intervals of 100' along sewer line run.
j. Trenches within City right-of-way must be restored to original
conditions. Contractors shall be responsible for right-of-way failure
due to poor compaction of fill.'
k. Side sewer must be left uncovered until inspected and approved
by the City.
1. Inspection during normal working hours only. Two (2) working
days notice required.
/Z—
DATE:
4-c'ert that I We read
and shall comply With the above
PERMIT FEE: V -35-00
--CONNECTION,-'? FEE,:,
44
DISAPPROVED BY: Date:
By: -Date:
APPROVED By: Date:
* PERMIT
BE POSTED ON JOB SITE
Our Job No. 7022
March 28, 1978
DESCRIPTIONS FOR MAC PHERSON'S, INC. CiTY CLERK
SHORT PLAT CITY OF EDMONDS CIvIc Center
Vidnionds. Washington
LOT I
That portion of Tract 145 Meadowdale Beach, as recorded in Volume 5 of Plats on
page 38, records of Snohomish County, Washington, described as follows:
Commencing at a point 575.0 f8et east and 303.0 fee t north of the southwest corner
of said Tract 145; thence N 1 39'36" W parallel with the west liBe of said'tract
115.0 feet to the True Point of Beginning; thence continuing N 1 39'36" W
234.g9 feet to a point 30.0 feet south of the north line of said Tract 145; thence
N 88 50' W parallel with the north li 8 e of said tract 147.04 feet; thence
S 1 39'36" E 235.98 feet; thence N 89 30'34" E 147.0 feet to the True Point of
Beginning.
EXCEPT that portion described as follows for road purposes.
0
Commencing at the southeast corner of the above described tract; �hence N 1 39'36" W
172.46 feet 0 to the True Point of.Beginning; 8hence continuing N 1 39'36" 'A 30.01 feet;
thense S 86 38'47" W 147.04 feet; thence S 1 39'36" E 30.01 feet; thence
N 86 38'47" E 147.04 feet to the True Point of Beginning.
SUBJECT TO an easement for ingress, egress and utilities, over, under and across
that portion of the first above described tract described as follows:
Begianing at the southeast corner of the first above described tr8ct; thence
S 89 30'34" 0 W along the south line thereof 65.0 feet; thence N 34 00' E 30.0 feet;
thence N 89 30'34" E 20.0 feet morS or less, to a point 30.0 feet west of the
east line of said tract; thenc; N 1 39'36" W 0 140 feet, more or less, to the southerly
margin of the roadway exception; thsnce N 86 38'47" E 30.0 feet, more or less, to the
east line of said tract; thence S 1 39'36" E 172.46 feet to the point of beginning.
ALSO SUBJECT TO an easement for utilities over the west 10.0 feet of that portion
of said first above described tract lying south of the road exception. .
AUTFIORIZED
FOR
RECORDI'!G
CITY OF EDNIONDS
By AA
Page 4 Of '5
-;1780628032 VOL1335 '11A39
Kegel & Associates Inc. NNIJI EVERETT, WASHINGTON 98204.
r
Our Job No. 7022
March 28, 1978
DESC RIPTIONS-FOR MAC PHERSON'S, INC. CrTY CLERK
SHORT PLAT CITY OF EDMONDS CIvic Center
Edmonds, Washington
LOT 2
That portion of Tract 145, Meadowdale Beach, as recorded in Volume 5 of Plats on
page 38, records of Snohomish County, Washington, described as follows:
Beginning at a point 575.0 feSt east and 303.0 feet north of the southwest corner
of said Tract 145; thence N 1 39'36" W parallel with the weat line of said Tract
145 115.0 fset; thence S 89.030'34" W 147.0 feet; thence S 1 39'36" E 115.0 feet;
thence N 89 30'34" E 147.0 feet to the point of beginning.
TOGETHER WITH an easement for ingress, egress and utilities, over, under and across
thefollowing described tract of land:
Begioning at the northeast corner of the above described tract of land; thence
S 89 30'34" 0 W along the north line thereof 65.0 feet; thence N 34 0 00' E 30.0 feet;
thence N 89 30'34" E 20.0 feet more or less to a poiGt 30.0 feet west of the east
line of said tract as extended northerly; thence N 1 39'36" W 140 feet more or less
to the soutberly margin of the right-of-way conveyed for existing 174th Street S.W.;
thence N 86u38'47" E along said rig8t-of-way 30.0 feet more or less to said easterl I y
line extended northerly; thence S 1 39'36" E 172.46 feet to the point of beginning.
ALSO TOGETHER WITH an easement for utilities 10.0 feet -in width lying easterly of
and contiguous with the northerly production of the west line of the firs� above
described tract, to its intersection with the southerly right-of-way margin as -
conveyed for existing 174th Street.
N
A
7,8062903Z 5
AUI'HORIZED
FOR
RECCORDING
OF EDNIONDS
Sy
Page 4S- Of
voLI335
Kegel & Associates Inc
EVERETT. WASHINGTON 98204
CITY cLERK
cr*Ceffter
174
(Ajo OPEAJ)
N 89* 50'00- W 1.4704
)47.0-f
86' 3d'-4 7 E (t.. 17-q
l7f.
�--10'4JMJrY F,45E-A,(-CMr
A/ 89-.30'.3-l'E
ZCL 00
A/ .34*00'00'E----,,,'
W.00.
1 �
N 69*30'J-q'E- �47.00
I-OT e
N (59* 30'-H " E 147.00
1-1W. COWEZ TZ4Cr 145
-=20WDALE
.. It
t 10.33
Kegel & Associates. Inc.
CONSULTI.W; ENGINEERS
SURVTYORSK,�AILAN-...
9800 High—v W South
515.00
30' ACCE15 EA-'e*(EVr-- - - - --,-
10
0%
5W0JZT PL4T FOP-
MACPLAERSOMS, IMC.
E : I' = 50' 1918
VDA335
# 7cez
APPLICATION LYN PLANT
STREET FILE for
*f' City of Edmonds SWIM SEWER PEMMT EASFaJENT No . ............................
NEW CONSTRUCTION 0 REPAIRS 0
.. ....... ...... CONTRACTOR ........ ! .. 3
OWNER .... ........................................................... No. .,._4
ADDRESS . . ... ..... ........... .......... . LEGAL DESCRIPTION: LOT No - ---------------------------------------------- BLOCK No . ..............................
NAMEOF ADDITION .............. ......................... ................................................................... .. I ...........
DATE ... ........ By ....... ....
�]: �-Ao ----------------
CITY OF EDMONDS
;rclvi C' -,—,ENTER — WATER -SEWER DEPARTMENT Call PRospect 6-1107 when work
Is ready for Inspebtion. (No inspec. Q
tions Saturday, Sunday or holidays.) N2 0664
SIDE'SEWER PERMIT
6802 - 174th StreA S.W.
ADDRESS........................................................................................................................................................................................................
OWNEP ........ Jamea..Z ..... Murpby .............................................. CONTRACTOR ....... Owner - James H. Murp�y
................................................... ............
Perinission is -granted APT.il._17 ................... 19 ... 70, for ........................ days to REPAIR or CONNECT a side sewer
With City Sewers in accordaricae 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 and 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 gratle of 2%.
No bends in grade sharper than % 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.
NOTE 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 OT Its appur-
tenances except to insert the pipe Into the wye.
He F 1dk--)h W I, -1-1-d P, C"09 INC.
2/,z&2 Y�641xl, &,aewie, '44 Y,,,z4alwn
# S-pp" .d ef"P'.'d
SH 6-8400 P.O. BOX 160 - I 3A40 S.E. 30th ST. - BELLEVUE, WASH. 9800A
Tract 145, Plat of Meadowdale Beach according to the '
plat
thereof'..recorded in Volumn 5 of plats, page 38, records of
the auditor of the County of Snohomish, State of Washington,
except the W 5751 thereof also except the S 3631 thereof
also except the N 30' thereof together with that portion
of the W 301 of vacated street abutting thereof vacated by
order of County Commissioners dated May 28, 1956.