18921 94TH AVE W.PDF9187
18921 94TH AVE W
I
NOTI. E:
`a'r-ra
formation 'shown on the a*ttached
The Jn
Hed for use by the City Of
map(s) was com ' p
Edmonds/ its Empl-oyees and Consultants.
Th,..e City ofEdrn.onds does ' n ot. warrant the
these
accuracy of anything set for.th on
Map(S"). An . y person or entity -requesting a
copy.should conduct an.independent
orm . ation shown-o
inquiry regard'ng the infi
t 1�� -m a p (s) . including, but not limited to,
the location of any sew-er stub shown. Suc
-not exist and may
sewer stubs may or may
or may not exist at the location shown
Neitheir the City of Edmon(I.Js nor its
i c e,r s s. h- e 111 a. b-1--e f o t hE
emptoyee-s 0*r off
this map(5), norfor
information g ven on
entation provided based
any one repres
upon said. m a p (s'.
,-,CITY OF EDMONDS
. : FOR INSPECTION CALL Permit H9
PUBLIC XORK0 D&R&P
4- - IIAA&51� Ext. did Issue Date
'-*3I,DE SX91fttI'mr: 7?i_%?n? ?014 il-L :, .. y:
PERMIT MUST BE POSTED ON JOB SITE * q EDMONDS
TREATMENT PLANT
1. Address of
2. Property Legal -Description (include all easements)
Xfztfd H-402047
3.. Single Family Residence Multi -Family No. of Units
Commercial
4. Owner and/or Builder sp_2�0
5. Contractor & Lidense No. L t&-v i_�
6. Invasion into City Right -of -Way: No�<- Yes (If Yes Right"of-
way Construction Permit Required - Call Dial Dig (3,4(Y/�AAAV) before
excavation). 1-800-424-5555
7. Cross other private property: Yes No >�- Easement required -
attach legal description and cotnty easement number.
READ THE FOLLOWI.NG AND SIGN:
F:14 a. Property owners must obtain a permit to install side 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 sewercontractor assumes full reponsibility for each
installation for one year.
C. Commercial establishment requires a minimum of a six inch (6")
P4
:E: 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 0 be laid at a minimum grade of 2% (1.15
0 and maximum grade of 100% (45 ). 0
f., No turn in side s8wer greater than 45 (1/8,bend) is allowed
betwed n cleanout. All 90 turns must be constructed of a 45 0 (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 require d 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 /i / Two (2) working
days notice required.
8-,::p
's -
DATE:
I certify that I have read
and shall comply With the above
PERMIT FEE: z -co _,_ - D BY:
5_�5�,NDISAPPROVE Date:
B Date:
CONNECTION FEE. By
----APPROVED 7;dy_t___jL I Date: 9-4-94
0--
0
PERMIT MUST BE POSTED ON JOB S I TE
IL V
The City of Edmonds
Side Sewer Drawing
EASEMENT NO - ------- ...................... -------------
NEW CONSTRUCTION 5? REPAIRS F LID NO - ----------- ...... AsmT. NO. I ------- ---------
OWNER -------- ...... CONTRACTOR .... Lun-.ze 'S' ------ Bpvc--K�Rczc. ------ ..... PERMIT NO. '-TIBG�
JOB ADDRESS ----- 189ZI ...... 94T�g ---- --------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO . ................... ----------- ---
f DP
c-.O.cPtp
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48'
40.!�
7. L
G;rPV-c.
PWW-0001-11175 (REV.11/78)
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NAME OF ADDITION ------------------------------------ - ............
94 -r" AVE. W.
EDMONDS
------------------ - TAEATlWNT--PLjAkNT-
.................. I -------------------------------------- I
Approved:
DATE*--.--4
.... j - ----------- By
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CITY OF EDMONDS Per it No -
COMMUNITY SERIVCES DEPARTMENT Issue Date 1.2 <:YA1
RIGHT - OF - WAY CONSTRUCTION PERIIT II__4 (QC'TPM0 �—F--TP
A. 9 Owner: Greg Szalay
SVI.f
Name
1292-1 94th WeRt
Mailing Address
1�4j�9* RdmOnds WARh 9R020
City -Zip
Olds Olympic Tnc
Name
PO Rnx 1128
Mailing Address" -_ - -
city 1_y_n__n_;WGAd Wash 9RQ4A
StAte - -zi�
CC01_0LDS0 317 BO 778 3124
State License Number Telephone Number
0 Address or Vicinity of Construction: 18921 94th West ', Rc9.,mc)nds., Wash
Type of Work to be Done: asphalt payinq
Work in Connection With: 0 Sub or Plat xl� Single Family 0 City Projects
El Commercial 0. Multifamily 0 Utility
Pavement Cut: El Y 0 N .
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, forseen or unforseen, 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.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
Funds held .'rom the Security Deposit (estimated restoration fee) will be held until the final street patch is completed
by City forczs, at which time a debit or credit will be processed for issuance to the applicant.
• A 24 lour notice is required for inspection; Please call Public Works: 771-3202
• Work is to be inspected during progress and at completion.
• Restoi ' ation to be in accordance with City Code.
• Streetto be kept clean at all times.
• Traffi: Control to be in accordance with City regulations.
• All street -cut ditches must be patched with asphalt or City approved material prior to end of working. day;
no e)teptions.
I understaad the above and
Signature:
This
be available at the job site for inspection purposes at all times.
Must Be Posted at
Call DIAL -DIG I
ISSUED BY:
Time Authorized: Void after —days.
Special Conditions:
Amendments:
Date: 2- $
Job Site For Inspection Purposes
To Beginning Work
PERMIT FEE: _�?^ 0 () Ri4z_
Security Deposit:
Receipt No.: —
Fund 111 Fee:
Street Cut Dimensions:
x
NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE
Eng. Div. July 1985
CITY OPOtDIVIWbIS
USE T
ZONE *� ER
CONSTRUCTION PERMIT APPLICATION
Do
ADDRESS
lRq.,?-1 *C1q"
NAME (OR NAME OF WSINE.55)
up
z
':
0
C-7�eQn(v/(3800, S ZQ I -a
EGAL DESCRIP71ON CHEC
zar
1, ?W9
SUBDIVISION NO.
LID No.
MAILING AQPRESSI
q4+h. AQe,, 8
PUBLIC RIGHT OF WAY PER OFFICIAL STREff FILE
EXISTING 40 REGUIRED DEDICATION
PROPOSEK��
CITY I I tLtPHONE NUMBER
E-bMogpS -7 -7 4 02 69
NAME
1'C 'A d r!5oyl
RIGHT OF WAY CONSTRUCTION PERMIJ REOUIR ED (3��
W
W
U
11CITY
STREET USE PERMIT REOUIRED H
z
ADDRESS
1-720q Gra\jene,�eln 'Ro-aJ
SEE ENGINEERING MEMO DATED
SEE PIW. DEPT. REVIEW CHECK LIST DATED
z
TELEPHONE NUMBER
0+h e) I
-146 -Z E?C)
REMARKS'
L
_,"/,
NAME
Ron -le M-arsAe-ece eaftsi
a
ADDRESS
P. 0 F3 2-
Cr
0
METER SIZE
BUILDING SUPPLY SIZE
UNITS
Cr
_rTURE
W
CITY
TELEPHONE NUMBER
OZ
M+ Uc. _11-lerr,
'-7-75
REMARKS
STATE LICENSE NUMBER
CITY LICENSE NUMBER
San.[ "ni V 4
SIGN AREA�
ALLOWED PROPOSED
ENV. REVIEW
COMPLETE EXEMPT
AOB NO.
Legal Description of Property - Include all easements
(show below or attach four copies)
SHORELINE I
Cr
r- Tr A
0 C,
N\ A L_ R -Ir
-1-7 TH k/\j -1 L_ G i-N 5 vp L-o r I F T L) *r'rj)
VARIANCE OR CU
PLANNING REV EW By
- = 1: ��, _-;
DATE
N A Lf,� A i_ i^,� 1) L \f\j C- I- LOT
5 C) j�-- T, t H V\j -11- c:. t- N PLW N'
YARDS LOT
;06__A�
— _I�ARJ
FRONT SIDE F
,
COVE AGE/ z
z
z
!SC) t_GT 1 10 F I --r C)
VINC LeG. C) M FIL& )T CTV QTI,)GC1
REMARKS 17
N71
NEW RESIDENTIAL PLUMBING
ADDIALTER NON-RESIDENTIAL MECHANICAL
11 REPAIR E] RETAINING WALL— SIGN
CHIC77TYPE
OF CONSTRUCTION CODE
HEIGHT
EXCAVATE FENCE
DEMOLISH OR FILL ( X —FT)
I
PRE -MOVE INSPJ swim
COMPLIANCE INSP. POOL
SPECIAL INSPECTOR 77�
REOUIRED
OCCUPANCY
GROUP
OCCUPANT
LOAD
rI;_._0r
" SIDE SEWER WATER LINE
0
ki
cc
2i
I:YES NO
REMARKS
z
E I
NUMBER OF STORIES
NUMBEROF
DWELUNG
UNITS
NATURE OF WORK TO BE DONE IATTACH PLOT PLAN)
0 A, Cetn C-0
VALUATION
FEE
PLAN CHECK FEE
BUILDING
PLUMBING
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.
Permit Application: 180 Days
Permit Limit: I Year - Provided Work is Started Within 180 Days
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors in interest, agrees to indemnify. defend and hold
harmless the City of Edmonds, Washington, its officials,
employees, and agents from any and all claims for damages of
Cr
<
whatever nature, arising directly or indirectly from the issuance
QA Q PIP
V
DATE: -11-50 -004-
L i- //<-I
lzs
14EMO TO: Building Division
Communitv Development Department
FROM: Engineering bepartment
A '�V
SUBJECT:
After review of the subject Building Permit application, we have
the following comments:
1. Connection to City water system required.
2. Connection to Citv 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
required if
dowilsLairs plumbing is below
elevation
of upstream
manhole.
6.
Water and
sewer
lines to be
separated by 10 foot minimum.
7. Builder/Owher responsible for containing all temporary -run-
off and erosion on site and ma-y not impact neighboring
properties in any way.
Signature
cr
w
w
z
w
CITY OF EDIVIONOS
DVC 0147101 - IMAM WA400"GIO&I DO=
S-INGLE FA14ILY RULTIPLE COMNEqCIAL
PROJECT NAME 5Z A (—A L/
ADDRESS _ _ 1621 q4T
ENGINEERING A PUBLIC WORKS,
PROJECT REVIEW
C H E C K
L I S T
CONTACT NAIIE & TELEPHONE NUMBER
ACCESS SLOPE AND VEHICLE ACCESS 11 AA I
DRAINAGE PLAN
STREET FILE -WAA11-
LEGAL DESCRIPTION VERIFICATION /70 A , I . 1-1�' .
..QUIT CLAIM/DEDICATIONS
EASEMENT - PUBLIC/PRIVATE
CALCULATE SEWER CONNECTION IF NO LID I
STREET PAVING REQUIRED
CURB AND GUT -TER REQUIRED
SIDEWALK REQUIRED
CURB CUT FOR DRIVEWAY.REQUI
RIGHT-OF-WAY CONSTRUCTION PERMIT REQUIRED
BOND REQUIRED FOR PUBLIC IMPROVEMENTS
STREET NAME SIGN REQUIRED
OTHER SIGNING REQUIRED
I
(ADDITIONAL COMMENTS ON BACK]
EXISTINC WATER MAIN SIZE
5-17
WfiTER MAIN REQUIRED 'VIA
SERVICE LINE REQUIPED
5141
ul
HYDRANT SIZE EXISTING
4,
HYDRMIT RE9UIRED PER FIRE COOE
/f/A
SIZE
CROSS CONNECTION INSPECTIL%H
WATER METER CHARG RE D
REVIEW 9 Y
DATE (ADDITIOUAL COOKUTS ON MI
cc
w
3:
w
co
SPXITARY SEWER DMUING, IlUFBER 'FILE NUMBER
SIDE SEWER AVAILABILITY SANITARY SEWER COCECTION FEE REQUIRED
OPEN DITCH EXISTI14r
0 0
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CATC44 BASIX:
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4 1, 6 War P % PT -.1
TEE W/ 4"Low, LEGS
LCVM'L Tlk=NCJ4
CAP
SYSTEM CROSS—SECTION
m i PAF: I i4c t-j
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3/4 1 'XI" WAS W CC)
GRAVEI
,4�01AM PS;W P
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TRENCH CROSS—SECTION
N I
for
STANDARD DRAINAGE PLAN
40FILTRATION SYSTEM
PAGE I OF 2
,�,Za,e7 �C.4YL�a,
locationQ.e 05
plan by
phon 17'-71,-.207)q
date
DESIGN DATA
Trench Perc LF per Imperm Trench
Number Rate 1000 sq.ft. Area Req.
1.
175
7
1 C>
7;, 7
7.4--Z?.
-7-7,E,
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 floatinq material and
sediment At regular intervals (at least
twice per year).
CITY OF EDMONDS
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4-" it4 lt;o t-i IQ I Q /I NJ ----P 7?-' 9
'74-Z,
0 -190 z4z2-
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- --- --------
SITE PLAN, SCALE:
STANDARD DRAINAGE PLAN
NOTE: DO NOT USE INFILTRATION SYSTEM INFILTRATION SYSTEM
ON SLOPES OVER 15 PERCENT (15
FOOT RISE PER 100 FEET HORIZONTAL PAGE 2 OF 2
All
STREET FILE
4
ee 7
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oil
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Pi T->l A , I <,' ^ A I �= I oj'�' -7?') '—' ^ "
STANDARD DRAINAGE PLAN
CATC44 BASIX:
&as *I S,30 (0 lk
WOUAL)
nI
4! -nw�w W a -
TX914CW L.RrWQ1rH
2
77
COVIMMI
=2 7
4
............................. . ......
40'ffP.'F PIPW "
'r rz z W/ 4'Lo P4G LE GS
LcvmrL 77t=NCJ4
CAP
SYSTEM CROSS—SECTION
MIRAF1 140t-J
TO
ITPIESCH COVER
3/4 1 VL" WASM ED
G;Llkv E I
4!01AM M$ZF P
I$. - -
L - 0 __�
TRENCH CROSS—SECTION
ot
W
0
, I
INFILTRATION SYSTEM
PAGE I OF 2
for Llym—a-4y ;6-&yLoa,
locationQ,e CIE
4 lc� 'I"', 'ro""j.
plan by R.�, n Oe Ma /v x
phone -7,6 - �2 6 7A
datp- -
DESIGN DATA
Trench Perc LF per Imperm Trench
Number Rate 1000 sq.ft. Area Req.
1.
174S
Zc�.4�
7-
10
7.4-,z?.
-7-7,E)
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 floatinq material and
sediment at regular intervals (at least
twice per year).
..........
CITY OF EDMONDS'l
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L-0
m
OL
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4k s l/i =co --,p F=r
14e&A 70
-Z,,'-), 74-!E�,
10 Mfw/l),j
Ile
qd%
4in u
SITE PLAN. SCALE:
NOTE: DO NOT USE INFILTRATION SYSTEM
ON SLOPES OVER 15 PERCENT (15
FOOT RISE PER 100 FEET HORIZONTAL)