18334 ANDOVER ST.PDF11111111111111
10185
18334 ANDOVER ST
L
lie
i
4ri
.. . . ....... . ..
A v
A
�41
v L
ac
Q
9�vac. alley, herein�,
-TOGETHER *'.W I THJ h6�. E.". 'a" o r t. i o 6 0, f.
xeter. Y-vng.`adj''-- B -17-
:_.er ..-.vac.
4saidt' lock.
.0
6f-�,,porfloh�-. '_f---.vac.c_:_:!El-woqd V'
_,"'_T0GETHER..-W I TH:-th
..o
en-,, v
_6enf6rl_j'n_'e'-'of "..vac. -J,
1 y i n - �. i,
9-Pefw6 th 6 .�.-LxeTer-.St�'-
--ian&-the�'-M. -margin t.:.%vacated: hdover,-' St- TO
_A
C
he W_ '.-.00i.
'.BErH.ER W i-TH' L*t .,of 'that.- -port i on -'.'of-
n'
dove*r"St --A 6efw'e "t in �6�-::_o . Gn,
_7a
en, he"N-marg p 1c,
e -,an -�thd_,-_WMarg:i-n-Jrof -.11 w' d 'Av�'e";:�'a: i n , th
Av d,t oo
-.partial ly -vac—Plat of-.First;Addiflon to.thd'city�--`.
of- Edmonds,. -accord j ng-. to t 9A lat_,1her'ofj ... ded'
_h. p e recor
0 ecords of Sn0..,`.--.:;_�
ts� , cn.rPage-31 - -r
Wash i ngton LESS 4153-63. f ti,-`-and -less, the
�West�1.200`1
C
CITY OF EDMONDS
CIVIC CENTER — WATER -SEWER DEPARTMENT Call PROSPect 6-1107 when work
Is ready for InspectIon. (No Inspec.
tions Saturday, Sunday or holidays.) N2 3040
SIDE SEWER PERMIT
ADDRESS....... a216 --- :n-'.18.4.th ... Street --- S..W . ............. ___ ..............................................................................................................
OWNER ........... ............................................. CONTRACTOR....Edmonds Underground .....
------------ * ----------- * .......... . ................. ................
Permission is granted .................... Junp . ........ 19., 19 .... 6.18, for ........................ days to REPAIR or CONNECT a side sewer
0 h City Sewers in accordance with application on file and governing or�llnances.
ENTION IS CALLED TO THE FOLLOWING:
NOTE No. 1—The owners of the property may obtain a permit to con�truct sewer inside property line. A licensed Side Sewer Contractor must
be employed to construct aide sower in street area. Do not cover any portion of sewer before it has been Inspected.
No. 2--Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
3—Top of side sewer must have at least 30 inches coverage at property line and 12 inches Inside property line; minimum grade of 2%.
No bends in grade sharper than % will be permitted.
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. 5m--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 or its appur-
tenances except to insert the pipe Into the wye.
I*
APPLICATION
The City of Edmonds/. for
SIDE SVWZR PERNaT
NEW CONSTRUCTION 0 RNPAIRS 0
OWNER . ..... c5co�v --- D ................
ADDRESS ......
W//,R,7/72r — Ile-3341
e-61 I K&SIM41arr NO . .....................
CONTRACTOR PERNMT No.
- -------------
LEGAL DESCRIPTIOWLOT No . .............................................. BLOCK No . ..................
NAME OF ADDITION ........ Cl ..................................................
APPRO,VED
JUN
TAX ACCOUNT/PARCEL NUMBER: o,9, -7
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICALAREAS: DETERMINATION: E]Conditional Waiver E] Study Required Waiver
DISCRETIONARY PERMIT #'S:V 2-22bciA�a A zg.qi
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:.
PERMITS (OTHER):_
ot
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)
GEOTECH REPORT DATED:
STREET USE ENCROACHMENT PERMIT #:
WATER METER TAP CARD. DATED:
OTHE]Fd (3-0 1 t- 4715 (� hS�M t AD �A) SbAM;�
I
LATEMP\DSrs\Fon-ns\Street File Checklist.doc
0
Site Information
RECEIVED
Critical Areas Checklist
MAY 2 2 1992
PERMIT COUNTER
Project Name: WW D 5ek-P Permit Number:
SiteLocation: /9-3-34 AAII,�oveg 5—t Property Tax Account Number:
Approximate Site Size (acres or square feet):
Have you filled out a Critical Areas Checklist for a project on this site before?
General Site Conditions
1. Has the site been cleared or logged? Date of most recent action:
Soils / Topography .4A--1V-0
19 ec'mPLne
2. In the Snohomish County Soil Survey, what is the mapped soil type(s).
3. Describe the general site topography. Check all that apply.
— Flat: less than 5 feet elevation change over entire site.
—itolling: 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 thin 30% ( a vertical rise
of 10 feet of horizontal distance.)
Steep: grades of greater than 30% present on site.
Comments
HydrologyNegetation
4. Site contains areas of year-round standing water:
5. Site contains areas of seasonal standing water: --Approx. Depth:
6. Site is in the floodway /t 0 floodplain AAC^ of a water course.
7. Site contains a creek or an area where water flows across the grounds surface? A20 flows
are year-round?
��_Flows are seasonal?
8. Site is primarily: forested meadow ;shrubs mixed
9. Obvious wetland is present on site:
10. Wetland inventory or ma� indicates wetland present on site: A-1 C
11. Critical Areas inventory or map indicates any Critical Area on site: A,10
For City Use Only
STUDY REQUIRED: Critical areas study is required.
CQNDITIONAL WAIVER: Critical areas study not required if specified conditions satisfied.
WAIVER- Critical areas study is not required.
Z
Determination Number. Reviewer
Planner Date
Rey W27/92 V, Z5; �-L;tk/
41F
STRE.ET FILE
890-199-
City of Edmonds
Critical Areas Checklist
Ile Critical Areas Checklist contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the City of Edmonds prior
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
of the parcel with enough detail that City
staff can find and identify the subject
parcel(s). In addition, the applicant is
encouraged to include any other pertinent
information 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:
0-,rt-J f)z,
Narne
Title
Z oo-3 -3 4--
Street Address
EPMOAJI)� 9c, 01c,
City, State, ZIP one
_221'� Z_
-Signature Date
Applicant Representative:
Name
Title
Street Address
City, State, ZIP Phone
Signature
Date
U gmi,
N�
Z
0
U
C4
0
U.
CITY OF EDMONDS nmit No.
Io.
GGQ1MUNITY SERVICES DEPARTMENT O�
RI GHT-OF -WAY CO NSTRUCTION PERMIT Issue Date W) C)
MAFAVAPFAVA
A. Owner: Washington Natural Gas Comp ny, B. 0. Contractor:
NIff Mercer Street Name
Mailing Address -
Seattle WA 9R1 11
City - State Zip
Mailing Address
City State Zip
State License Number Telephone Number
C. 9 Address or Vicinity of Construction:— 18334'Andover Street
Install New Service
Type of Work to be Done:
D. 0 Work in, Connection With: El Sub or Plat E) Single Family El City Projects
El Commercial. 0 Multifamily XX Utility
E. 0 Pavement Cut: BY 0 N F. 0 Size of Cut: 2 x 4 (2) @ Gas and H 0.
.2
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 kindV d tion wbatsoever, f e n or unforseen, that 'may
) g
Ascrip pu e
be made against,the City of Edmonds, or any of its dep; byV4ployi(es4, i'nck(ding oaot limited to the defense
and att5ney, feetly(,jason of granting this permit.
of any legal, proceedings including defense costs,
st
cou*s'
THE CONTRACTOR IS RESPONSIBLE FOR W04)MANSHIP AND MATERIALS FOR A'PERIQD OF ONE
YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE , OF THE WORK.
U
Estimated restoratioif fees will be held until the final street patch is completed by City forces, at which time a debit or credit will be
processed for issuance to the applicant.
• A 24 hour notice is required for inspection; Please call Engineering: 771-32.02
• Work is to be inspected during progress and at completion.
• Restoration to be in accordance with City Code.
• Street to be kept clean at all times.
• Traffic Control to be in accordance with City regulations.
• All street -cut ditches must be patched wit h asphalt or City approved material prior to end of working day;
NO EXCEPTIONS.
I understand the above and that this permit must be available at the job site for inspection purposes at all times.
September,25, 1990
Signature: Date:,
Owner or Contractor
This Permit Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
APPROVED BY:* 1RVIJ
Time Authorized: -Void after wc— t:5 -dars.
Special Conditions: WA -
PERMIT
Restoration Fee:
Receipt No.:
Fund I I I Fee:
Street Cut Dimensions: $
RELEASED BY: ��.t�AA Date I C.) INSPECTED BY Date
NO WORK TO BEGIN PRIOR TO PERMITISSUANCE
rng. uiv. marcii iy?w
FIELD INSPECTION I I - Route copy to Street Dept.)
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
Eng. Div. July 1985
en um to: ---
City of Edmonds go
Permit Application.
Engineering Aide : Kerry Walsh
Washington Natural Gas
622-6767 x 2588
wwa -rc)
- VV IWccW
0-
� 1?4 L:r -SW
g? GA's
ATOP- MAIN tx=-Pr4
Ut-11 14.11110W�4
CA
GAS "N.104&4
KEY:
-ss- sanitary sewer
-s- storms
-w- water
0 water valve