20421 82ND AVE W.PDF11 lill 111111
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20421 82ND AVE W
CITY OF EDMONDS STREET FILE ASSET INFORMATION SHEET
Z NEW ASSET NO.
R ADDITION ADDITION TO ASSET NO.
E] RETIREMENT
DESCRIPTION
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SERIAL NO.
LOCATION DEPT. NO.
2 �40
"PURCHASE ORDER NO. -
PURCHASE ORDER DATE
COST
*PROJECT NUMBER IAJ 3 -57-4' 5( 7 -s
PROJECT COMPLETION DATE 6 -3 fr-3
. COST .?I/ . c
B.A.R.S. ACCOUNT NO. No c. - 46 -3
ESTIMATED LIFE -2
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
I'
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT KA,
ACCOUNTING ONLY
DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT -
0 G.L. ENTRY
REFERENCE
DATE
VERIFIED BY
PROCESSED
BATCH NO.
INITIAL
(tfp)
DEPARTMENT FILE
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CITY OF EDMONDS
PUBLIC WORKS WACNT FOR INSPECTIOItTLo Permit 1'j.
H75f �, "b Issue Date
SIDE SEWER PERMIT aerm 12-
PEP-MIT MUST BE POSTED ON JOB SITE * q CUIVIVINUS
IML TREATMENT PLANT
1. Address o7F70nstruction
2. Property Legal Description (include all easements) �_or-40 �A�jcL4_
ArqLS n 0 L tj 14LOLJ �)A L,:
3. single Family Residence Multi -Family No. of'Units
Commercial
4. Owner and/or Builder
5. Contractor & License No. ir4i k, t.-: Z, 7- 4C z
6. Invasion into City Right-of-'Wdy: No 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 easeme nt 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.
N 0
M e. Side sewer lines must 0 be laid at a minimum grade of 2% (1.15
0 and maximum grade of 100% (45 ). 0
E-1 - f. No turn in side sSwer 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:
I'certify that I have rea-d—
and shall comply With the above
PERMIT FEE: ab, DISAPPROVED BY: Date:
H
0 -/W" 1"ae e jj�j B Date:
CONNECTIONIFEE: APPROVED By: Date: -7_A_ja3
P4
* PERMIT MUST BE POSTED ON JOB SITE
NOTICE:
No warranty�of accuracy.
The -Information'shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
The City of �Edm.onds does not ' warrant the
accuracy of anything set forth on these
map(�-). Any person or entity a
copy should conduct an Independent
inquiry regarding the information shown on
-m a p (s) ,
t including, but not limited to,
th-e location of any sewer stub shown. Such
sewer stubs may or may, not exist and may
or may not exist at the location shown.
Neither the City of Edmonds nor its
ernp-l-o-yee-s o-r office-rS -sh-a-11-1 be l'-fa-b-Ife for the
information given on this map(s), nor for
any one representation provided based
upon . said map(s).
The City of Edmonds Side Sewer Drawing EASEMENT NO - ----------------------------------- - -----
NEW CONSTRUCTION El REPAIRS LID NO - ----------------- ASMT. NO - -- ---------------
OWNER .... HUMMEL ---- l-j
-10-nfs --------------------------- ----------------- CONTRACTOR --- ------------------------------------------------ ------------------------------- PERMIT NO.70.04
JOB ADDRESS -2042.1 ... . ... ........... LEGAL DESCRIPTION: LOT NO. '40 ---------------- ...... ...... BLOCK NO. ------ Fr
,M��AT,V.Fvr-.O: -A,4 ,
------ ------ -
--------------- -------------------------------------------------------- ------------------------------------------- 4- �T -- - 4
NAME OF ADDITION ... N-- -S ------ Dl\-4 .. .....
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2,0P. j 20421 '82-WD V.
C.O.Wor.
Approved:
DATE -----------------
By
,CITY OF EDMONDS
PUBLIC WORKS DEPARTMENT
RIGHT - OF - WAY CONSTRUCTION PESTREET FILE
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PF—rmit No.
Issue Date
A, *Address or vicinity of Construction 9 Permit Issued To:
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0 Owner: �—\Qmmu' e Type of Work to be Done:
Name P'S w? �P—o A 0 Z'� L'C'z C.
Work in Connection With:
Maill Address 0 Sub or Plat ��Ingle Family
F 'I) SOW
— D90NOS '\NP El Comml. / Ind. El Apt. Condo.
City, . State, Zip Code 9 Pavement Cut: El Yes ;EL No
Contractor:— p
Name
7-WCA0 H\fqq qRh
Mailing Address State License Number
L-NI
State, Zip Code Telephone Number
NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE
B. APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless
from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made
against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal
proceedings including defense costs, court costs, and attorney fees by reason of granting this permit.
Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year
following the final inspection and acceptance of the restoration by the Engineering Division.
Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at
which time a debit or credit will be processed for issuance to the applicant.
Work is to be inspected. Restoration to be in a ccordance with City Code. Traffic Controlto be in accordance with Traffic
Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering.
Call 775-2525, extension 220, P99
I understand that this permit must be available at the j b-site for inspection purposes at all times.
(7, 7)
Signature:----�k9'M\&kA—J Date
Owner or Agent\
THIS PERMIT MUST BE POSTED AT THE JOB SITE FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issuccl By'��
Time Authorized: Vold after days
Special Conditions:
Ammendments:
Permit Fee: "5
Security Deposit:
Receipt No.:
Fund I I I Fee:
Street Cut Dimensions
X
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
Eng. Div. December 1978
FIELD INSPECTION NOTES
(Fund. 111 - Toute con.v to street� DEFnt .
Comments:
Diagram:
Contractor called for inspection Yes
T Date: Date:
Kork DisaPproved BY:
Work Approved By,' Date:
Inspector: 7
Ena. Div. December 1978
REV. kml"
POLE NO,
REASON tS!�R
PQJLIC UTI L ITY DISTRICT No I of Snohomish County Area
DATE W. 0. No
S 19 T 2_1 R
4 REVISION JOB NO. 00 L
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PARA. 'ITEm
DATE GRANTED
PUD LOCATOR
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FEES 'R,tQU'IRED -YES N
FOREI N CONTACTS
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CATV NO.
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LOGS POSTED
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SUBSTATION CIRCUIT NO.
TRANSF CARDS
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DATE WORK COMPLETED
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DATE PRINTED
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CITY OF EbM
qGNSTRUCTION PEI M o F
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USE MIT
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ADDRESS 20421 82nd Ave. West
M.Hummel
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�NAME (OR NAME OF BUSINESS�
Homes, Incorporated
LEGAL DESCRIPTION CHECKI
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SUBDIVISION NO.
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LID Noi.
MAILING ADDRESS
22630 Woodway Park Road
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP,
EXISTING REQUIRED DEDICATION
PROPOSED-(-t—
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CITY
Edmonds, WA
TELEPHONE NUMBER
771 8366
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NAME
Design Consultants
RIGHT OF WAY CONSTRUCTION PERMIT REOUIREDV
STREET USE PERMIT REQUIRED 1-1
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ADDRESS
903 18th St.
SEE ENGINEERING MEMO DATED—
SEE PIW DEPT. REVIEW CHECK LIST DATED
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CITY —TTEL—EE
Mulkeltio
PHOI NUMBER
745-6569
REMARKS
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NAME
— Hummel Homes, Incorporated
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ADDRESS
22630 Woodway Park Road
METER SIZE
BUILDING SUPPLY SIZE FIXTURE
UNITS
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CITY
Edmonds, WA
TELEPHONE NUMBER
771-8366
REMARKS
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STATE LICENSE NUMBER
HUMEI 224C3
CITY LICENSE NUMBER
SIGN AREA
ALLOWED PROPOSED
ENV. REVIEW
COMPLETE EXEMPT
ADB NO.
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Legal Description of Property - include all easements
(show below or attach four copies) Lot 40 Parcel B
SHORELINE 0
of East Edmonds Acres Div. #2
VARIANCE OR CU
PLA ING EVIEW BY
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DAT
Willowdale Gardens Div. #1
YARDS
FRONT SIDE A— REAR
LOT COVERAGE
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REMARKS
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NEW RESIDENTIAL PLUMBING
ElADD/ALTER E] NON-RESIDENTIAL MECHANICAL
REPAIR RETAINING WALL D SIGN
EXCAVATE FENCE
DEMOLISH 08 FILL R I— x _FT)
PRE -MOVE INSPJ swim
COMPLIANCE INSP. POOL
CHECKED BY
I
TYPE OF CONSTRUCTION CODE
I
HEIGHT
SPECIAL INSPFCTOR
REQUIRED
CIYES I!NO
OCCUPANCY
GROUP
OCCUPANT
LOAD
SIDE SEWER WATER LINE El
REMARKS
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NUMBER OF STORIES
NUM BEROF
DW ELLING
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F I S
NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
Construct single family
detached dwelling
VALUATION
FEE
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
This Permit covers work to be done on private property ONLY.
Any construction on the public domain (curbs, sidewalks,
driveways, marquees, etc.) will fequire separate permission.
_�ermit
GRADINGIFILL
Application: 180 Days
Permit Limit: 1 Year - Provided Work is Started Within 180 Days
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"Applic nt, on behalf of his or her spouse, heirs, assigns and
successors in interest, agrees to indemnify, defend and h d
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harmless t e City of Edmonds, Washington, its officials,
employees, and agents from any and all claims for damages of
CATCH 5#01W
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SYSTEM CROSS—SECTION
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3/40- 1%!� WASMIC-0
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TRENCH CROSS—SECTION
STANDARD DRAINAGE PLAN
INFILTRATION SYSTEM
PAGE I OF 2
for Hummel Homes, Inc
location-20421 82nd Ave. W.
plan —T—ping (I Hurnmel
by
phone
date -
DESIGN DATA
Trench Perc LF per Imperm Trench
Number Rate 1000 sq.ft. Area Req.
NOTES
1. Call Engineering Division (771-3202)
for prebackfill and final inspections.
2. Responsibility for operation and
maintenance of drainage systems on
private property.is the responsibility
of the property owner(s). Preventive
maintenance consists of preventing
soil and other materials from entering
trench during construction as well as
after construction. -Catch basins should
be cleaned of f loating material and
sediment at regular intervals (at least
twice per year).
CITY OF EOMONOB
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L
5 2'-1
7 X, Q'
82.47'
FO 0 TIN 6. DRA IN
DOWNSPOUT.
12.4 7 1 7-Cc'
<r-- x A
A
4 31
m
1 %.3,3. 7 7'
T/ 4'
13 UP M,
24
4 4 "U,E- X"-1 S T I N G C-13- 20421 821wil AVE. W
20'
EDMONDS WA,
82 NO AVE. W.
JOB F3
SITE PLAN, SCALE:
STANDARD DRAINAGE PLAN
NOTE: DO NOT USE INFILTRATION SYSTEM INFILTRATION SYSTEM
ON SLOPES OVER 15 PERCENT (15
PAGE 2 OF 2 t,
FOOT RISE PER 100 FEET HORIZONTAL
REt "Drainawe Infiltration System
(Field Perc. Test.,)
JOB; #8�*!
ADDRESSa 2o421 82nd Ave. West
Edmonds, WA
May 2, 1983
I. Dug three (3) test holes, 24" deep. Holes #1 and #2 found §ilty
medium sand with some gravel, approximately 15 - 20 percent fine
to mddium.
Holes #3 found silty medium sand with,'s9me gravel, approximately
15 percent fine.
II. Placed 2" of gravel in bottom�-,;of hole.
III. Pil,led'each h6le with 6" of water and observed the following:
Hole#1 Hole #2 Hole #3
water 2:o4 2:05 20
Empty
2:28
2-31
3:34
IV. Refilled each hole with 6" of water and observed the following:
Hole #1 Hole #2 Hole #3
61, of water 2:31 2:33 3:34
4" of water 2:36 2:44 3:4o
V. Diameter of Holes:
Hole #1 71'
Hole #2 919
,Hole #3 7"
VI. Perc. Rate (minutes per inch)
Hole ' #1 2.5 minutes per inch-
Hole'#2 5.5 minutes per inch
Hole #3 3.0 minutes per inch
VII. Trench Length:
Pla . cing infiltration trench in area of hole #3 and using a
Pero test rate of 4' minutes per inch'a trench length of 43"
is -required 1.782 x 24, = 43'.
VIII. Impervious Area 1782 sq.ft.
Roof over house, garage, and front porch includes Over hangs,
IX. Drivewayt Asphalt driveway will be properly swaled and sloped to
o
dire ter runoff into existin tch basin on 82nd
Ave.c
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MEMO TO:
FROM:
SUBJECT:
Building Division
Planning Department
Engineering Division
Publ ic Works Department
-�o 1�21
DATE: f/—//& IY3
After review of the subject Building Permit application, we have the following
comments:
1. Connection to City water system reQuired.
2. Connection to City sanitary sewer system reauired.
3. Right-of-way permit required for any work on City property.
4. Driveway slope not to exceed 14%
5. Backwater valve required if downstairs plumbing is below el-evati-on of
upstream manhole.
6. Water and sewer lines to be separated by 10 foot minimum.
7. Builder/Owner responsible for containing all temporary runoff and -erosion
— on site and may not impact neighboring properties in any way,
Az
BD 6/82
Xzn;u'.';VK��
PUBLIC WORKS DEPARTIENT CHECKLIST
BUILDIM PER14IT REV1EW`
(address) OaW
Street Right -of -Way Existing J0
REQD
Z
Access Easements Existing___6�/�...�REQD�__
__/
ce
Utility Easement Existing
- REQD�_
Lot Per Subdivision Plat
Assessor 1-tp
Site Plan Checked for Accuracy
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Underground Wiring Reqd.
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Check Accuracy of,Legal Description
Z
Review by
Date
Existing Water I -lain Size. Z,)
Water Main Required
Service Line Required
Hydrant Size Exist'
0�
Hydrant Reqd Per Fire Code
Size
Detector Check Meter Reqd.
Cross Connection Inspection
Fire Department ConTnents
'ela t er Me t er Reqd. P.t
Review b
Date -iZ
Septic Tank Design Approved
Date
Septic Tank Permit Reqd.
Permit No.
Sanitary Sewxer Availability
Proj
Drmqing No. / /,/�) A
Side Sewer Availability
Sanitary Sewer,Connection' Fee Reqd.
:3:
Review by
Date
Xis
Open Ditch E ting..
d .
Culvert Reqd.
Size
ce.
Catch Basin Reqd.
Indicate on Site Plan
0
Shoulder drainage maintain collection on
swale open runoff
M�-inhole reqd..
Indicate an Site Plan
Soil Conditions-ap-d Ground Water Field Checked
Pjaview by,,
Date
Revised: lvlO-1977
82. 7
f
-7 9-100)
20
82 ""AVE. W
SCAL�E 1- 20
17-00
1,33,77 If
T/ 4'
20421 P-,2'vO AVE. W
EDMONDS, WA,
JOB 83
0
P- MCA-4, SA31":
TRKf4CW L.WNQ"rW
............................. . .. . ..........
T=NC.W
FERYP %PC CAP
LONG LEGS
SYSTEM CROSS --SECTION.
TKENCH COVEF
V40- 0V wAsme
a RW I
C 01AM FURIF
L,--.. !y-
TRENCH CROSS—SECTION
8 3 0 2,5 8
STANDARD DRAINAGE PLAN
INFILTRATION SYSTEM
PAGE I OF 2
Hummel Homes, Inc
for
—20421 82nd Ave. W.L,''"
location
plan by —'Rr-3-C% A Hi immpl
phone- 771 0�,
date 5 — -3 — b -i
OESIGN DATA
Trench Perc LF per Imperm Trench
Number Rate 1000 sq.ft. Area * Req.
.NOTES
1. Call Engineering Division (771-3202)
for prebackfill and final inspections.
2. Responsibility for operation and
maintenance of drainage systems on
private property is the responsibility
of the property owner(s). Pre4entive
maintenance consists of preventing
soil and other materials from entering
.trench during construction as well as
after construction. Catch basins should
be cleaned of floating material and
sediment at regular intervals (at least
twice per year).
CITY OF EDMONOS
FOOTING -DRAIN
DC-WNSPOUT
12-4.7
4-- X A
rIlve m4w)lllo
/NAI 1AIrO
133.77'
43'
52 0. T/ 4'
7 (�po')
13 L) R M,
24
A-0
4 4' S T IV G C. 13. 20421 821VDAVE. W
20 EDMONDS WA,
82 No AVE. W
IV
0 JOB F3
SITL PLAN* SCALE,
STANDARD DRAINAGE PLAN
NOTE: DO NOT USE . INFILTRATION SYSTEM INFILTRATION SYSTEM
ON SLOPES OVER '15 PERCENT (15
PAGE 2 OF 2
FOOT RISE PER 100 FEET HORIZONTAL)