19715 88TH AVE W.PDFIIIIIIIIIIII
8428
19715 88TH AVE W
CITY OF EDMONDS
El NEW
E] ADDITION
.E1 RETIREMENT
ASSET INFORMATION SHEET
ASSET NO.
ADDITION TO ASSET NO.
DESCRIPTION
SERIAL NO.
LOCATION
DEPT. NO.
L J,4
/, v =�
"PURCHASE ORDER NO. -
PURCHASE ORDER DATE
COST
*PROJECT NUMBER 3
PROJECT COMPLETION DATE 12- 72
COST 613 .5d/
B.A.R.S. ACCOUNT NO. c, c > , a -f - 4; " ez,
ESTIMATED LIFE
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET. INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
r, I FINITRY
REFERENCE DATE
VERIFIED BY
PROCESSED
BATCH NO. -
INITIAL
k�np
FINANCE
CITY OF EDMONDS
FOR INSPECTION CALL T"b
PUBLIC WORKS DEPART* 9 Permit 1_1
SIDE SEWER PERMIT 775-2525 Ext.,220 ATR=Taj3
1.
2.
* PERMIT MUST BE POSTED ON JOB SITE *
Address'of;Construction
Property'Legal Description
/6,
WMMOS
TMTMENT PLAN11
(include all easements) E-5*:-')G�-
J��
3. Single Family Residence �V_ Multi -Family No. of Units
Commercial
4. Owner and/or Builder--- _Nnje-A,�� :Ta_x_-
5. Contractor & License No. 44C)61� 7- L V�
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 No "X Easement required -
U attach legal description and county easement number.
READ THE FOLLOWT-.NG AND SIGN:
a. Property owners must obtain a permit to install si'de sewers on
�H 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.
W
4 C. Commercial establishment requires a minimum of a six inch (6")
P4
z side sewer line.
0 d. Side sewers may not be installed closer than thirty inches (30")
U
to any structure. 0
e. Side*sewer lines must be laid at a minimum grade. of 2% (1.15
0 and maximum grade of 100% (450). 0
f. No turn in side s8wer greater than 45 (1/8,bend) is 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. Tw'b (2) working
days notice required. 7
7
DATE:
/I certify th ' a,yi have read
and shall comply With the above
PERMIT FEE: DISAPPROVED BY: Date:
By Date:
CONNECTION FEE: 7'
APPROVED By: Date: .9.29. 93
r&I 7q - -
PERMIT MUST BE POSTED ON JOB SITE.*
The City of Edmonds
Side Sewer Drawing
EASEMENT NO . ........................ -------------------
NEW CONSTRUCTION Cg REPAIRS D LID NO - ------------------ - ASMT. NO - ------------------
OWNER ..... VAOMF—S ........................ CONTRACTOR -------- D 0-7. 01- 4-G. ...... ------- PERMIT No.70-40--
JOB ADDRESS A97.1.5 ------ 8.13 --------------------------- -------------------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO. I ----------------------------- ......
I erl"
1 "7 -
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"ITT
........... ....
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20,
E. 1122!
75.00,
3?
-40 L.F 12"
011.00%
3
RE I
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02L.F 12"Ot U -r U
0180%
CD
i,-40L.
6 "P. V.C. AT 9.66%
C.O. 7 5. 00'
I
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CONST C.O.
121 L.F. ILY" HEL. AT 7.15%
p.p
rill
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6
T14
100.00,
4p
ca
87.80'
126,99
JN
15,00,
C.O.
-wATER DRAINArE
BERM (TYR)
2" ASPH4!-T LIP
to6.99,
6978'
-71
c 0 N S T". C.O.
C.O.
C.O.
82.00'
15
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STREET
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CATCH BASIN:
AMS 46 1 s----.o (0 TRr&NCW LWrNGrH
WSUAL)
.........................
U W IKK WrVMrL n1k=NCJI
4,� P E FLIF I PIW "/ CAP
6"-rr=E W/ (6" LONG LEGS
SYSTEM CROSS—SECTION
TPLEW-14 COVER-
3/40- 0/2," WASWED
GRAVEL
G" DIAM f'FRF PI
91. -
. I- - 0 - I
TRENCH CROSS—SECTION
(9
ST4NDARD DRAINAGE PLAN
INFILTRATION SYSTEM
PAGE I OF 2
for
location
plan 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 floating material and
sediment at regular intervals (at least
twice per year).
low
CITY OF EDMONDS
SITE PLAN, SCALE:
NOTE: DO NOT USE INFILTRATION SYSTEM
ON SLOPES OVER 15 PERCENT (15
FOOT RISE PER 100 FEET HORIZONTAL)
STANDARD DRAINAGE PLAN
INFILTRATION SYSTEM
PAGE 2 OF 2
0
NOTICE:
a-c-.
n
No...War-ra- -Y ... 0 r-
The inforrnation'shown on the attached
map(s) was compiled for use by the City Of
Edmondsl its Employees and Consultants*.
Th,.e City of Edmonds does. not. warrant the
t these
accuracy of anything set for. h on
rnap(�-). An y person or entity -requesting a
copy should conduct an independent
information shown on
inquiry regarding the
__fffie -map(s), including, but not limited to,
er stub shown. Suc
the lotation of any sew
sewer stubs may or may, not exist. and may
at the location shown
or may not exist
Neither the City of Edmbnds nor its
empl-o-yee-s o-r office-rs -shal-1 be 1-Ja-b-1--e for the
information given' on this map(5), nor for
any one representation provided based
upon said- map(s)