20209 84TH AVE W.PDF111111111111
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20209 84TH AVE W
ADDRESS: e2je, &2
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATION: Conditional Waiver E] Study Required Waiver
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)#:
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
LATEMP\DSTs\Fomis\Street File Checklist.doc
2- ,
IV -
Side Sewer Drawing
The City of Edmonds EASEMENT NO . ................................... ......
STREET
FlSwCONSTRUCTION REPAIRS LID NO . .................. . ASMT. NO . ..................
OWNER lla*41--1 ....... A ....... IV . ..................................... CONTRACTOR ..... iOYq4� .... .................................. PERMIT NO.
JOB ADDRESS ............................... LEGAL DESCRIPTION: LOT NO. BLOCK 07..
f EDfvjQ1lDS
TREATMENT PLANT
......................................................................................................................
NAME OF ADDITION ... C-W� ... e-P ............................................
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,CITY OF EDM4PDS
USE
ZONE I L
BUILDIPM'PERMIT APPLICATION
NAME (OR NAME OF BUSINESS)
JOB
ADD7ESS 4
LEGAL DESCRIPTION SUBDIVISION SHORT SUB NO.
W MAILING ADDRESS
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PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
CITY
TELEPHONE NUMBE R
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EXISTING
NAME
PROPOSED
b- 1. .-
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DEFICIENCY OF RIGHT OF WAY
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W ADDRESS
CHECKED BY
SEE ENGINEERING MEMO DATED
CITY
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REMARKS
-ME NUMBER
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NAME
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ADDRESS
METER SIZE BUILDING SUPPLY SIZE FIXTURE UNITS
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CITY
TELEPHONE NUMBER
REMARKS
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STATE
LICENSE NUMBER
CITY LICENSE NUMBER
SIGN AREA
ENV. REVIEW
ADB No.
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--,!' -,_'ITT-224-�9
( P.
ALLOWED
PROPOSED
COMPLET
EXEMPT
Legal Description of Property (Show Below or Attach'Four Copies)
I !r
SHORELINE
VARIANCE OR CU
:PLANNING REVIEW BY
DATE
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YARDS
LOT
ERAGE
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FRONT
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REMARKS
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W
NEW
RESIDENTIAL
F-1 PLUMBING
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W
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CHECKED BY
J`ryff�ql` CONSTRUCTION
CODE
HEIGHT
ADD
F] ALTER
REPAIR
NON-RESIDEN
MECHANICAL
SIGN
FENCE
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swim.
POOL
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0
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DEMOLISH
EXCAVATE
R OR FILL
PRE -MOVE INSP./
FICOMPLIANCE INSP.
SPECIAL INSPEZ7101IR17AREEA
REQUIRED NO
0 YES NO
OCCUPA14CY
GROUP, -0
OCCUPANT
LOAD
-
REMARKS
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Z NUMBER OF STORIES
0
NUMBER OF
DWELLING
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UNITS
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N ATU RE OF WO R K TO BE DOM E (ATTACH PLOT PLA N)
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PLAN CHECK FEE VALUATION FEE
rl i n -I 11� 5 -7
BUILDING
PLUMBING
MECHANICAL
Tt7is Permit covers work to be done on private property ONLY.
Any an the domain (curbs, driveways,
construction public sidewalks, FENCE
marquees, etc.) will require separate permission.
Al -
SIGN
Permit Application: 180 Days
�a
re%
Permit Limit: I Year - Provided Work Is Started Within 120 De�s RETAINING WALL
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"Applicant, on behalf of his or her spouse, heirs, assigns and
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SWIMMING POOL
successors in interest, agices to indemnify, defend and hold harmless
I
the City of Edinonds, Washington, its officials, eniploycesi and*
aecrits froni anv and all clahns fordaniapes of whatever nature.
1414121MEk
BUILDIN6 PM-1IT REVIEW
0,911-
0,
(address) (date)
0
Street Ri&ht-of-Way
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Access Easements Exist
Utility Easement Existing
Lot Per Subdivisian__J,-Yq-_�-" Plat
Assessor Map
Site Plan Checked for AccuracY--r—k,,-,.-,,,,,,
Z
Underground Wiring Reqd.
6-4
0
Check Accuracy of Legal Description
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Review by, d
Date :2
Existing Water Main Size
Water Main Required AVA
Service Line Required
Hydrant Size Existing______Ak
c)4
Hydrant Reqd Per Fire Code 4M
—Size
Detector Check Meter Reqd. �A
Cross Connection Inspection
Fire Departaent Conments
:3
Water Meter ChargAeqd. wISO,
Review by_
_Pate
Septic Tank Design Approved
Date
Septic Tank Pennit Reqd.— 1"117
Permit No.
Sanitary Semer Availability 4,,5
Proj.
Drawing No.
File No.
Side Sewer Availability
Sanitary S CoqnectioWFee Reqd.
:3:
Review
Date
Open Ditch Existing_4A;;�,�..._Reqd.
Culvert Reqd.
Size
c4
Catch Basin Reqd.
—Indicate an Site Plan
0
Shoulder drainage maintain collection on
swale open nmoff__,e,,e,,
Manhole reqd. 4zl�
Indicate an Site Plan
Soil Conditions and Ground Water Field Checked
Review by
Date
Revised: lvlO-1977
Pagq- 2
Street Paving Reqd.
Curb and Gutter Reqd.
Sidewalk Reqd.
Curb Cut'for Driveway Reqd.
cd Right -of -Way Caistruction Permit Reqd. I/,-r
Bond Reqd. for Public Impravements
Street Name,Sign Mqd. &g
Other Signing Reqd.
Pre Permit Site Inspection made on
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�-4 BY: Sam
WATER
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STR=
ENGINEERING
Special Requirements listed in nxnm to Commmity Development Department,
Building Division
BY Date
o All item filled in on Building Permit Application
BY Date
Drawings Stamped and Notations Made
BY Date
Approved by Public Works Department
Revised: lv 10-1977
81nj
DATE: 7 4/
MEMO TO: Building Division
Community Development Department
FROM: Engineering Division
Public Works Department
SUBJECT:
'L-e
After revi'ew of the subject Building Permit application, we hav' . e
the following comments:
1. Connection to City water syste-m required.
2. 'Connection to City sanitary sewer system required.
3. Right-of-way Permit required for any work on City property.
4, Driveway slope not to exceed 14%.
5. Backwater valve reguired if dow-nscairs plumbing is below
6leva,tion of_uDst�eam manhole.
6. Water and sewer lines to be separated by 10 foot minimum.
x
Signacure
H.ummel Homes Inc.
General Conifactor and Developer
5431 179th Pl. S.W. Lynnwood, Wa 98036
February i2, 1981
SITE DRAINAGE PLAN
The House will have both a footing drain and a tight line
dc%--rnspout drain, these two systems will empty into a on site
drywell. The drywell size was designed using the Attached Chart.
Data used to calculate the size was gathered as follows: Three
holes were dug in the trench area, one on the North end of the
trench (hole #1), One in the center (hole #2), and one on the
South end of the trench (hole #3). These test holes ranged from
27" to 30" in depth. The diameter of each was 9". They were
filled 24" deep with water, and Times were recorded as the water
dispursed. Only the final 101, of the hole was used in the cal-
culations. Times were as follows:
Hole #1
Time required 34 minutes
.Rate' 3.4 minutes/inch
Hole #2
Time required = 44 minutes
Rate = 4.4 minutes/inch
Hole #3
Time,required = 48 minutes
Rate. = 4.8 minutes/inch�,
Based onAhe Rates for the three','ho'le'si'the average percolation
rate for the system was found to be 4.2 minutes/inch.
The total Impervious area was calculated as follows:
House 1580 square feet
Dra�te_ way 703 square feet
Walks & patio = 217 square feet
Total Square Footage = 2500.
At a rate of 4.2 minutes/inch,,5000 square feet requires 103 feet
of trench. Since only 2500 square feet of impervious area is
teing used then the required ditch length will be 52 feet.
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Design Specifications
1) Trench Length = 521
2) Trench Depth = GPAvIEL; M)Ju C&vM
3) Trench Width = 24"
to 20'
4) Location - Parllel with rear property line 15'
towards center of Lot and centered between side Lot
lines.
5) Material - Ditch to be filled with 1 1/2" washed
drain rock and covered with newspaper prior to Back
filling.
6) Pipe - At one end of trench will be a plastic sump
-where the two drain systems connect to the drywell. In
the sump a septic "T" shall be installed. The trench
will have a continuous 4" perforated pipe placed approx-
ima'tely 6" above the bottom of the ditch.
Tr * P� c 1A I%* lLxL- i*S4-tc0V4e_d P? r q 11/6-- U W I
GWW) 0 r"'S *T AT ti '�o LA- I C Val
CA AAA # ema_&V I V 'n I - 32oz-
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Ty e_-6"C"1gj1 jn!� POP -
CITY OF
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RECORDE166 0
080 JUN*-S PH 3: 39
HENRY 9. WHALLN. AUU1 I Oil
SNOH01415H COUN I Y-WAS4.
DEPUTY
mw*kvt
EXHIBIT "C"
8 1 C, i 1, 5
FILE 140. S-49-6-7
Owners. and all persons having any present'o . r subsequent
ownership interest in these lands, and the successors and
assigns of owners or other parties having.any said interest,
hereby agree that the City of Edmonds shall be held harmless
in all.respects from any and all claims for damages for in-
Junctive relief which may be occasioned no' or in the future
to adjacent land or improvements by reasonwof the construction,
operation and maintenance of the drainage system and hereby
waive an ' d " release the City of Edmonds from any and all claims
for damages, excluding damage caused solely by an act or
Omission of said City and injunctive relief which the . owners,
or thei . r successors or assigns, may themselves hav'e'now or in
th'@'f ure
131!12's W ",eifttenan
Wti�J[ r � , V Iffs
M
AUTHORIZED
FOR
RECORDING
CITY OF EDMONDS
ey
of —ILL
page
VOL MA PAGE 1671
N
CITY OF EDMONDS FOR INSPECTION CALL Permit N? -6 -7 -4
PUBLIC WORKS DEPAR
SIDE SEWER PERMIT 775-2525 Ext. 220 Issue Date
PERMIT MUST BE POSTED ON JOB SITE71�__q
Aj M
1. Address oi Construc7l7n ZOZ09 J�
2. Property Legal Description (include all easements)
L, 0 1 121 ( �: is rL C, )
3. Single Family Residence X Multi -Family No. of Units
Commercial
4. Owner and/or Builder
5. Contractor & License No. Ai - a r - 7-7- Y c 3
6. Invasion into City Right -of -Way: No X Yes (If Yes Right-of-
way Construction Permit Required - Call Dial Dig (342-5344) before
excavation).
7. Cross other private property: Yes No,,X 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.
e. Side sewer lines must 0 be laid at a minimum g alt 3A AN kSl5o)
and maximum grade of 100% (45 ). 0
f. No turn in side s8wer greater than 45 (1/8 1
W, 1 pd
between cleanout. All 90 turns must be constructero"tV A (
bend) and Wye with removable cap. 1- 800 - 562-6478
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
�Ehrough other than granular soil.
i. Cleanouts are required at 30"-60" from each plumbing exit line
and at minimum intervals of 1001 along sewer 'line run.
j. Trenches within City right-of-way must berestored to original
conditions. Contractors shall be responsible for ri ght-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. Tw (2) working
,IV
days notice required.
DATE:
I certify ncit I have read
and shall comply With the above
PERMIT FEE: _5;� "---
ow
0 CONNECTION FEE:
94:3
;14 PERMIT MI
DISAPPROVED BY: Date:
By: -Date:
APPROVED By: Date:
T BE POSTED ON JOB SITE *
NOTICE:
... of a cc-u-r-a-cy -
The -information on the.attached
map(s) was compiled for use by.the City of
Edmonds, its Employees and Consultants.
Th,e City of �Edm.onds does not ' wa rra nt the
accuracy of anything set for.th On these
map(§-). Any person or entity a
copy should conduct an independent
-ation shown on
inquiry regarding the inform
I ited to
tFe -map(s), Including, but not
b shown. Such
the lociation of any sewe r stu
sewer stubs may or may not exist and may
or may not exist at the iocation sh ' own.
Neither the City of Edmonds nor its
ernpl-o-yee-s o-r office-rs -sh-a-1-1 be 11a.b.-I.-e for the
information given on this map(s), nor for
ov'ded based
any one representation pr I
id map(s'
upon sa
r_ITY OF EDMONDS
FOR INSPECTION CALL Permit
PUBLIC' WORKS DEPARTA..�T
775-2525 Ext. 220 Issue Date
SI.DE SEWER PERMIT
w1pow,
PERMIT MUST..BE POSTED ON JOB SITE
'7777777
7ons`truc`Ticn71
LU 1. Address of
.j EDMONDS
qmw� 2. Property Legal Description (include all easements) TREATMEN
U.
3. Si ngle Family Residence Multi -Family No. of Units
Commercial
4. Owner and/or Builder
5. Contractor & License No.'
6. Invasion into City Right -of -Way: No X' Yes (If Yes Right-of-
way Construction Permit Required - Call Dial Dig (342-5344) before
excavation).
7. Cross other private property: Yes No,,,, Easement required -
attach legal description and county easement number.
READ THE POLLOWT,NG AND SIGN:
a. Property owners must.obtain a permit to install side sewers on
>q 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
E-4 installation for one year.
N
�4 C. Commercial establishment requires a minimum of a six inch (6")
P4
2: side sewer line.
0 d. Side sewers may not be installed closer than thirty inches (30")
U to any structure.
W
M e. Side sewer lines must be laid at a minimum grift. jvd A6*150)
0 and maximum grade of 100% (450). 0 40
Er-1 f. No turn in side s8wer greater than 45 (1/8BEFrEr IF d
between cleanout. All 90 turns must be constructe 2.� P/.-
bend) and wye with removable cap. 478
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 1001 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:
I certify that I have read
and shall comply with the above
PERMIT FEE: D BY:
DISAPPROVE Date:
0 By: Date:
P4 CONNECTION FEE:
APPROVED By L�� Date:
PERMIT MUST BE POSTED ON JOB SITE
Ei-;TIRE PARCEL:
L-UdNG DIV.
P. W. DEPT. ENGIN,
AMINED
F3 y Y Z
LEGAL DESCRIPTIONS RIMAR
S-49-67
Binl I-
! k'.) . 3
Lot 7, East Edmonds Acres Division No 2,
in Volume 12 of Plats on page 66, Records
-1%'a shin pt on.
-AUTHORIZF-E)
as per Plat recor-M
oE Snohomisl',EF�
5"ING
CITY OF EDNIONDS
Lot A: By
pa Of
The north one half of Lot 7 of East Edmonds Acres DiMsion No. 2,
as per Plat recorded in Volume 12 on Plats page 66, Records of
Snohomish County, Washington, except the east 4.> 151.00 feet thereof,
and except the west 30.00 feet for road as conveyed to the City
of Edmonds by deed recorded under A.F. #2004066;
-ogecher with an easement for utilities across the east 10 feet
of-' the following described property: The south one half of Lot 7
of East Edmonds Acres Divis-lon No. 2 as per Plat recorded in
VolLune 12 on Plats page 66', Records �f Snohomish County, Washington,
except.the ea.st 151.00 feet thereof;
Together with an easement for utilities across the south 10 feet of
the following described property: The east 151.00 feet of Lot 7
of East Edmonds Acres Division No. 2, as per Plat recorded in
Volume 12 on Plats page 66, Records of Snohomish County, Washington.
CZ35
The south one half of Lot 7 of East Edmonds Acre . s Division No. 2,
as per Plat recorded in Volume 12 on Plats page 66, Records of
Snohomish County, Washington, except the east 151.00 feet thereof,
and except the west 301.00 feet for road as conveyed to the City
of Edmonds by deed recorded under A.F. #2004066;
Subject to an easement for utilities along the east 10 feet thereof;
Together with an easement for utilities across the south 10 feet of
the following described property: The east 151.00 feet of Lot 7 of
East Edmonds Acres Division No. 2, as per Plat recorded in Volume-12
on Plats page 66, Records of Snohomish County, Yashington.
Lo t C:
The east 151.00 feet of Lot 7 of East Edmonds Acres Division No. 2,
as per Plat recorded in Volume 12 on Plats page 66, Records of
Snohomish County, Washington;
Subject to an easement along the south 10 feet thereof, for utilities;
Together with the south 5 feet of the east one half of Lot 6 of said
Su�division as recorded tinder A.F. #2384996.
N
8006050153 VM I GA PAcE tG73