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19511 80TH AVE W
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9 T Nnr STREET FILE
City o"'.Edmonds
civic Center (33AI3038
250 Fifth Avenue North
Edmonds,Washington .98020
Attention: Building Department 8001 19
Re: Edmonds File 19515 80th West, Edmonds, Wa 98020
Developer Louise E. Lennan
Gentlemeh:
With reference to the above -identified matter, this
will cc--tify that this institution has a savings a�-_count
(or loan) for the above- re f- erenced develoner for the
project so identified. In cons ideration of the permit-tcd
deve lor�ment of the property , and in -', icu of a perf o1r.mlance
bond, this inst-itUtion hereby agrees -that. it ��,rill 'Lrc...czc
the following sums of money for the indicated site improve-
ments pending written authorization for release of said
funds i)y the City of Edmonds: $4,540.00
The total s= indicated will'be ' withheld by this
institution from any disbursements of any ��ind until written
aut'horiza'---ion has been received by the institution from the
y 4
City of EC�mordls to release -the sui-a of mionc Lndicatcd by the
written authorization from the City.
The design, location, materials and ot-her specifications
for the indicated site imorovements are those required by
the City of Edmonds as appear in the above -referenced Edmonds
file and in compliance w1th Ordinance No. 1620 of said City.
In the event the developer/owner fails to complete the
indic-;ited imiprovements within mon'Uhs , the City of
Edmonds may demand that the improvements be installcd or
completed immediately to City standards and the balance of
the funds hold pursuant to this agreement she.11 be utilized
for said installation or completion.
A r d:
PP �P)ve
veloper/OW;Ier
Very truly yours,
(Name -of Aank) PeopLIes Natl Bank,
Title'.- Manager, Lynnwood Office
10548 Fifth Ave N.E., Seattle, Wa.98T25
Bank address
account maintained at the Northgate Branch 0120-09707
NOTICE:
No warranty of accuracy.
The information'shown on the attached
map(s) was c . ompiled for use by the City of
Edmonds, its Employees and Consultants.
The City of 'Edmonds does not warrant the
accuracy of anything set for ' th on these
map(s�). Any person or entity -requesting a
copy should conduct an independent
.-.-----inquiry regarding the information shown on
th-e -map(s), including, but not limited to,
the 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
employees or offiCers Shall be Hlable for the
information given on this map(s), nor for
any one representation provided based
upon said map(s).
Side Sewer Drawing
The City of Edmonds STREET FILE EASEMENT NO - --------------------- ----------------------
ff NEW CONSTRUCTION 2g REPAIRS El LID NO - ------------------ - ASMT. NO. � -----------------
%a,
OWNER ------------------ CONTRACTOR ...... :=5Aw-_V::P --- PERMIT NO. --4w.47-Ca.
----------
"JIM.- Nt4 ...
JOB ADDRESS ... &,- - .--- LEGAL DESCRIPTION: LOT NO . ..... ---------------------- BLOCK NO - ------------------------------------
�4 &
pm r t 7
PWW4=1-11175 (REV.11/78)
.............................................................................. ....................... ...........................................................
NAME OF ADDITION ...... c:#,= ......... ...... .......... .......
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eftlitill t
i I -cp
Approved: 1441 lb&4fty &f&—
DATE ..... U.-m-114ftic ............ lay ...... Jtr--ats.� - --------------------
CITY OF EDMONDS -i
41 41,
PUBLIC WORKS DEPAOENT FOR INSPECTION CALLS Permit
SIDE SEWER PERMIT 775-2525 Ext. 220 Issue Date
PERMIT MUST BE POSTED ON JOB SITE
1.
2.
3.
4.
5.
6 *.
<�go 2-0
Property Legal Description (include all, easements)
Single Family Residence I Multi -,Family No. of Units
Commercial COV180 4- Uhtz)
_r Builder
Owner and/o LOU ISC "2eM Ha V
Contractor & License No.s prep "74 C_ SM -TF_ - Fbr -
Invasion into City Right -of -Way: No &11__�Yes (If Yes Right-of-
way Construction Permit Required - Call Dial Dig (342-5344) before
excavation). a61- /0 71
E-4 7. Cross other private property: Yes No V"" Easement required
attach legal description and county easement number.
READ THE FOLLOWING AND SIGN:
a. Property owners must obtain a perm. -I 1- - ---- -- Wers on
>4 their property. A licensed side sewer con ract us be
M LIM Q m d o
construct side sewers in the public' right- f7w 48 HOUR S
b. The side sewer contractor assumes ull i.,.i* a h
installation for one year.
C. Commercial establishment requires Wi a
a4
X; side sewer line.
0 d. Side sewers may not be installed c
to any structure.
e. Side sewer lines must be laid a
and maximum grade of 100% (45').. t a *1aW4radjPjL9#C IN 6 N L
0 0
f. No turn in side s8wer greater than 45 (1/81bend) 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. I . I
k. Side sewer must be left uncovered until inspected and approved
by the City.
1. Inspection during normal working hours/only. Two (2) Vorking
days notice required.
, / I I
DATE: J Jo,)A_ /�, )04 YW/Ij-, , I
I'de'rtify thitlt-I h�fve read7
4�_/o iS5 L Yo v u_ym n Te -M and,shall comply with the ab ove
__r - io I
30FMMNV2�
Address �770rnstruction
PERMIT FEE:
CUT
V, P -
CONNECTION FEE:
44
*.PERMIT MI
DISAPPROVED BY: Date:
By: -Date:
APPROVED BY: Date:
BE POSTED ON JOB SITE
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CIW OF EDMONDS
PUBLIC WORKS DEPARTMENT STREET FILE
RIGHT - OF - WAY CONSTRUCTION PERMIT
A. eAddress or vicinity of Construction
% \ %) �') 4 -Vi�\ nu ��n
Owner: aU 1� fl,-\ 1,& ?/-�> P � I -, Cl)
Name
W. 6) _1-� ?," � A,
Mailing Address
City, State, Zip Code
Contractor: JP LA SOD A CQV�Jlt
Name
A
Mailing Address
L I-t, Aj 0 VJ 0 u 0 cl
City, State, Zip Code
Permit No.
Issue Date
Permit Issued To: t�
�A
D kA �,J "T
0 Type of Work to be Done: T_V?
Work in Connection With:
El Sub or Plat 'R' Single Family
El Comml. / Ind. El Apt. Condo.
Pavement Cut: El Yes A. No
State License Number
Telephone Number
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
B. APPLICANT TO READ AND SIGN
INDEMITY: 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 it's 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 accordance with City Code. Traffic Control to 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.
I understand that this permii-mu�t be available at
I
Signature:
Owner or A ent
site for inspection purposes at all times.
/ "i - / /,) -- J,�)
b
THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issued By: 0 A/m,/
I
Time Authorized: Voig after —days
Special Conditions:
Ammendments:
/C 00
Permit Fee: -
Security Deposit:
Receipt No.: -
Fund III Fee:
Street Cut Dimensions
X —
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
Eng. Div. December .1978
FIELD INSPECTION NOTES (Fund 111 - Route conv to Street
r^MM---f- � -
Diagram:
Contractor called for inspection Yes NO
v
Nork Disapproved By: Date: Bv: Date:
Work Approved Bv: Date:
Inspector:
Ena. Div. December 1978
1:� C). 0
REV 12/79 PUBLIC UTILITY DISTRICT No 1 of Snohomish Count' '—Area.
y
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LOCAT ION.
DATE W. 0. NO.
POLE NO (5 '14' S Z, T
:1 '1 R 3 REVISION U. G. FILE NO.
REASON FOR \�VORK T 0�? _�TQ (f ENGINEER AS BUILT
\j R P C_ 0
DRAFTER ALE X� C). 0
APPROVALS
PERMIT REQUI_SED
TYPE
S44MENT
L:JREOUIRED �ONOT REQUIRED
TREE TRIMMING DWATER
ENVIRONMENAL ANALYSIS
&EXEMPT ONOT EXEMPT
MDIAL DIG EISEVVER
PARA.
DATE GRANTED
PU tOCATO R EIGAS
ITEM
DATE RELEASED
BACK HOE-
0. H. G. CON D. _KV
FEES REOUIRED. �N
YES
CONTACTS
P ENCILING
A DP CKT. FT -PH.
TYPE
NO
FROM 0
O_
REMV_�_CKT Ft. —PH.
NET CKI FT
DATE, AMOU_�
CATV NO.
TAKE OFF POLE
F POLE
LOGS POSTED
G. E.
C. E.
SUBSTAfION c- CIRCUIT NO.
4� (v
TRANSF CARDS
U-MAPS�
DATE WORK COMPLETED BY
FOREMAN
POLE DEPT
DATE PRINTED
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DISPATC HER POSTED
MAP PAGE
WO� NO.
.,STREET.
FILE...,
BUILDING DEPARTOWT
Ap'Plicant Fill
11 M IT
Ej� "A BE R
PERMIT APPLICATION
Inside Heavy Lines
JOB
ADDRESS
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NAME (OR NAME OF BUSINESS)
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A&i / 7k1V
LEGAL LOT
NAME
SUBDIVISION NO.
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;��PLAT
YES
MAILING ADDRESS
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PUBLIC RIGHT OF WAY PER ORDIN
C1_ I T!
EL�IEPHONE NUMBER
EXISTING RIGHT OF WAY
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PROPOSED RIGHT OF WAY
DEFICIENCY OF RIGHT OF WAY
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W
ADDRESS
STREET/UTILITY WORK REQUIRED ES
ONO
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PERMIT FOR WORK IN PUBLIC R/W YES
X
El r-jo
NUMBER
UNDERGROUND WIRING REQUIRED YES
ONO
ITELEPHONE
CONNECTION T 0 SANITARY SEWER YES
NO
NAME
SEPTIC TANK PERMIT REQUIRED YES
NO
SEPTIC TANK PERMIT NO.
0
ADDRESS
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SEE MEMO DATED -79
M
CITY
TELEPHONE NUMBER
REMARKS
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STATE LICENSE NUMBER
CITY LICENSE NUMBE
CHECKED BY
Legal Description of Property (Show Below Or Attach Four Copies)
METE7 ZE�
UPPLY SIZE
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16).-7 1'
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R EMARKS/5;�Z C-,S
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SIGN AREA
ENV. REVIEW
ADB NO.
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ALLOWED
PROPOSED
COMPLETE
EXEMPT
(1)
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SHORELINE
J
REMARKS
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VARIANCE OR CU
PLANNING REVIEW BY
DATE
YARDS
LOT COVERAGE
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RESIDENTIAL
GAS
FRONT SIDE REAR
LZ
NON-RESIDENT]IAL
LINE
SIGN
FIRE ZONE
TYPE OF NSTRUCTION
CODE
HE��T
ADD
DEMOLISH RETAINING
El WALL
SPECIAL INSPECTOR
REQUIRED
OCCUPANCY
OCCUPAP
DALTER EXCAVATE FENCE
JAREA
0 YES KNO
GROUP
I
LOAD
OR FILL I— X FT)
PLAN
F-1 REPAIR PRE -MOVE swim
INSP. POOL
CHECKED BY THIS SITE IS LOCATED IN THE CITY
OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
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NUMBER OF STORIES
NUMBER OF
REMARKS
2
DWELLING
I
2t--
UNITS 4/_
NATURE OF WORK TO BE DONE
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PROPOSED USE
PLAN CHECK FEE
VALUATION
FEE
PLOT PLAN (I D CATE BUILDING SETBACKS,
rABUTTING
STREETS)
BUILDING
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PLUMBING
0
MECHANICAL
FENCE
In
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"Applicant, on behalf of his or her spouse, heirs, assigns and
SIGN
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successors in interest, agrees to indemnify, defend and hold harmless
2
the City of Edmonds, Washington,. its officials, employees, and
RETAINING WALL
Ir
agents from any. and all claims for damages of whatever nature,
I
arising directly or indirectly from the issuance of this perillit. IsskI_
SWIMMING POOL
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allcC of I Ili permit sh�ill j-1 he (ICC.med to inodit'v. wako ,r reduce
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ENGINEERING RMJIREMENTS FOR BUILDING PEf
T APPLICATION
CITY 010
PUBLIC WORKS Df - '1-1AR'JT-'TFHP
F11,1111-11E,R111(i PRIIS101.1
STREET?F
ILE-,,:A
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sjaJECT:
Subdiv.1s.2'.011
Multiple 0-c-INDn Commercial.
GO-JERAL Rl-�'QIJII JAL
Coordination of the location or an.v structure w[th resne(,.t to utilities, streets, oroperty
lines and (-ii�iVeway gr;-,des is the responsib:*-lity of the contractor.
The ccnstra,�rcr is required to keep the abutting street cleaned of dirt and debris caused
by the construction 7 - 30. 200 Violations - Penalties T. 30. 290.
A "Right-OC-Way Construction Permit" is required from the Engineering Division of Public
Works for any work -�-iithin the PUblic,. rig)it-of-wqy. or public easement.. 7 .30. 01.0 Violations
Penalties 7.�0.290.
UNDERGROUi'1D POI�ER
fA U.nderj,;round Wiring Req'd Not Req1d
SANITARY SEWER (PER -]IT RLQ'D)
19 Connection to '�anitary -Sewer Req' d
11 Balck 11ater Valve Req'd on Side Sewer
LJ Septic Twik- Permit Req.'d. Design Approval Req'd
Approved Dt. PerTiiit IlLu-rber
STORM SE�-ILR SYS=1 (PER CITY CODE
19 Drain-a,(-,,e Plai*i Req'd Draina-e Plan Anproved Dt.
EJ Site Drainaf-ye to be Contained on Site Site Drainage to.be . Connected to City System
ROADWAY AHD DRIVE��IAY
Driveaay Slope Not to Exqeed 111'�
Driveway Paving' Req'd
I
Vertical Curb Req1d.
Street Paving Recj'd
Driveway Culve'rt Req'd Size
El Sidewalk Req'd
Approved Desig
;n Req d
Bond Rewd for Public Improvements rg,-)ul--)mit Cost Estimate
Note : , (1) /1
Foundation Side Sewer El Septic Tank
Water Service Fire Protection Drainage
Site improven2nts
A 24 hour notice Js� requir,,d for in ,;pecti on Engineering, call 775-2525, extension 220.
FRED F. J711�1r. i---
1i
LIC .1%URKS DEPW1�-n-W. CliECKLI
10r, B=TINGPmaT REVI04
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S b1hLtH
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Street Right -of -Way Ex-isting C �C�O C- REQD
Or-i UF—r-
Access Easements Existing REQD
-y Easenent Existing
UtiliL r-4 Y==— REQD
0- zz--79 . Date
h,, � Lot per Subdivision PlatLjQ, &sessor Kap
Site Plan Checked for Accuracy
Underground Wiring Rcqd.
4
Check Accuracy of Legal Description
Environmntally Sensitive Area
Environmental Check -list Reqd. -No
F lood Hazard Zone
Shoreline Managar...ent Area
Slope, Soil, Vegetation.
Stream, Creek, Drainage Basin
Existing Zoning Per Code
ADB # Approval v"
Amenities Design Board Approval Reqd.
Board of Adjustrr2nt tpproval Reqd.
Review By: Date: _-Ze-Z2
;T 7,
'4 Existin1c, Water Mlain ze
Si
Water M-ain Reqd. IVA
Service Line Reqd.
Hydrant Size Existing
;I Hvdrant Read. Per Fire Code IVA SizP
154 Detector Check Meter Reqd.
Cross Coruiection Inspection
Fire Department CzmTients
Water Meter Charge R;d.
A
14
*351
VVIU
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Review by:
7
4 L D at e
Septic Tank Permit Reqd. Permit No.
Sanitary Sewer Availabilit Proj.
Drawing No. File No.
Side Sewer Availability
Sanitary Sewer Connection Fee Reqd.
Revia,7 By: Date:.
-14-1
A IS t
25 CO
Addres
7
7
RUILDING DEPARTMENr Applicant Fill
WT
PERMIT APPLICATION Inside Heavy Lines
JOB
ADDRESS
0511
NAME JOR NAME OF BUSINESS)
1
LEGAL LO�
PLAT NAME
SUBDIVISION NO.
W
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MAILING ADDRESS
0
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PUBLIC RIGHT OF WAY PER.ORDIN
EI:EPHONE NUMBER
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7 -
EXISTING RIGHT OFWAY
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PROPOSED RIGHT OF WAY
.
NAME 7 x
W
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DEFICIENCY OF RIGHT OF WAY
ADDRESS
STREET/UTILITY WORK REQUIRED NOYES NO
PERMIT FOR WORK IN PUBLIC R/W YES NO
N
UNDERGROUND WIRING REQUIRE D YES
X ONO
CONNECTION TO SANITARY S EWER VYES NO
SEPTIC TANK PERMIT REQUIRED El YES NO
SEPTIC TANK PERMIT NO.
0
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CITY
TELEPHONE NUMBER
NAME
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ADDRESS
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SEE MEMO DATED
2f x,
CITY
TELEPHONE NUMBER
REMARKS
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STATE LICENSE NUMBER CITY LICENSE NUMBER
CHECKED BY
Legal Description of Property (Show Below or Attach Four Copies)
13�,I�X/SUPPLY SIZE
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REMARKS ;?UR!',0LA79vf_ RL--1151,2�
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PE-7Z 90e7__ .
SIGN AREA
ENV. REVIEW
ADB NO.
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ALLOWED PROPOSED
COMPLET] EXEMPT
SHORELINE
REMARKS
W
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VARIANCE OR CU
PL.ANNIN G REVIEW BY
DATE
YARDS
LOT COVERAGE
NEW RESIDENTIAL GAS
LINE
NON-RESIDENTIAL SIGN
ADD 10 10
F� DEMOLISH RETAINING
WALL
EXCAVATE FENCE
ALTER OR FILL I_ X_FT)
F El
REPAIR PRE -MOVE swim
INSP. POOL
FRONT SIDE REAR
FIRE ZONE
/1,
TYPE OF
1 NSTRUCTION
ICOD HEIGUT
/�, /4 z
- 10fat
SPECIAL INSPECTOR
REQUIRED
El YES
AREA
OCCUPANCY OCCUPANT
GROUP LOAD
PL.AN CHECKED BY' THIS SITE IS LOCATED IN THE CITY
OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
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NUMBER OF STORIES
NUMBER OF
DWELLING
UNITS
REMARKS
NATURE OF WORK TO BE DONE
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W
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IL
W
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PLAN. CHECK FEE
VALUATION
FEE
PROPOSED USE
40
A—W
PLOT PLAN (I CATE BUILDING SETBACKS,
rATUTTING
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STREETS
BUILDING
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PLUMBING
MECHANICAL
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F ENCE
SIGN
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"Applicant, on belialf of his or her spouse, heirs, assigns and.
successors in interest, agrees to indemnify, defend and hold harmless
the City of Edmonds, Washington, its oft , icials, employees, and
agents from any and all clainis for damages of whatever nature,
aliSillg diWL'Ily 0I iodiW01V hom Ihe iSS11:111(v (it' this 1willkit, ISSLI-
RETAINING WALL
POOL
T�
S' PUBLIC WORKS DEPAffl. =- CHECKOT
BLhIDINGPiazaT REVTB4
ZZ--79 Date
)0' 4\,4e,,NW Mdress
Street- Right -of -Way -Existixig
RE QD
Access Easements Existing
REQD
Utility Easement Existing '117-1
c) r-�t
REQD
Lot per -Subdivision
Plat L&d-egq, r- A
&sessor Map
Site Plan* Checked for Accuracy
.Underground Wiring Reqd.
Check Accuracy"of,,,Iegdl,Description
Environmentally �ensitive Area
.Environmental Checklist Reqd.
Flood -Hazard Zone,
U
Shoreline-Managem.ent Area
Slope, Soil, Vegetation
T-io
Stteam,. Creek, Drainage Basin
"tio
Existing Zonin Per,Code
'q>LA
Amenities Design Board Approval
Reqd. ADB
Approval
,Board.of Adjustment,4pproval Reqd.
YZOq
Revi ew�'By:,
Datq:
X1.8kisting Water 14ain Size
Water Main Reqd.
AIA
"Service.Line Reqd.
r4
Hydrant Size Existing
�E`
Hydrant Reqd. Per Fire Code
IYA Size
Detector Check Meter Reqd.
Cross Connection Inspection
IVater,
Fire Department Comments
Meter Charge R6,d.._
/,�?O
Review by:.
Date:
te:
Se tic Tank Permit Reqd. Permit No.
p
Sanita ry Sewer. Availability Proi
Drawing No. za /!:;3 File No. Z_ek2
Side Sewer Availability
Sanitary Sewer Connection Fee Reqd.
Revie%i By - Date: :2— 2,g:_s - 76
x x 3r iii 3v
�01�cn 'Di'tch, Existing Reqd.
Culvert Rcqd. S,
ize
p4 Catch Basin Reqd. &gage 41ndicate on Site Plan
0
I.Sho ulder drainage maji-itain collectim ot-i swale, open run 0 ff.
.67
U)
V ihole rcqd. Indicate oii Site Plan
Soil Conditions and Groupd I -later Field Cliecked
Review by rX1 te
K Street Paving Rcqd.
C b and Cutter Reqd.
ui
Sidewalk Reqd.
Curb CU C for Driveway Reqd.
0- RighC-of-Way Construction, Permit Reqd.* yx r- 14
Bond Reqd. for. Public InproVom-nl-its.
Street Nane Sign Reqd. N
U)
Other Sigiiing Rcqd.
AX�, �111
..... .. Mir _-q
Pre Peimit ate I-nspection made on
> BY: SL;I,.IER
A-)
WATER
U)
FA
SIREET
�L4
IGINEERING
Specinl Requirei-A--i-its: listed in m- to.' Coin rinii'ty DbVelopnmht DLSp*ar0Te - ii - t.
�Buildiit, Division
13Y Date
o All. iteim filled in on Building Permi t Application
J,_ Bo'-"
Stre
u3
t
he
BY Date:
Drxjings Starfa-)ed mid Notations 1,1-ide
)y Da t e
Approvcd by Public
�evj.Scd: Iv 1.0-1.977
STREET FILE
CITY of EDMONDS
200 Dayton Street - Edmonds, Washington 0020 - Telephone (206) 775,-2525
Department of Public Works
DATF: Cl
TO:
TRANS111ITTING:-
AS YOU REQUESTED:
FOR YOUR INFO:
AS 1,,JE DISCUSSED:
FOR YOUR APPROVAL:
FOR YOUR FILE:
REVIEW & COMMENT:
COMME,NT F, RETURN:
FOR APPROPRIATE A*CTION:
: (�C>-�-% 7E-7�-r\.\AAA-Te- \--C-Z*- Rl T1 Tk+�=
PUBLIC WORKS DEPARTMENT
By:
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CITY OF EDMONDS Permit No.
PUBLIC WORKS DEPARTMENT Issue Date
RIGHT - OF - WAY CONSTRUCTION PERMIT STREET FILE
A. *Address or vicinity of Construction
F t1-9 7�lt ,J
Owner: /f�,� Z,,_�A141AAJ
Name
Mailing Address
City, S ta te, Zip Code
Contractor: `�� 0 . r, 2 /-./ 7),
Nar�_e
— 2 / 0 /,p CY
Mailing Address
City, S ta te, Zip Code
0 Permit Issued To: /V9
• Type of Work to be Done:
r� t- " /? -- ;e� toz,:-
• Work in Connection With:
0 Sub or Plat 0 Single Family
0 Comml. / Ind. :K. Apt. Condo.
• Pavement Cut: 0 Yes No
State License Number
-7-74 117—
Telephone Number
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
B. APPLICANT TO READ AND SIGN
INDEMITY: 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 it's 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 accordance with City Code. Traffic Control to 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.
I understand that this permit must be available at the job site for inspection purposes at all times.
I
Signature:— 4 Date
Owner or -Agent
THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issued By:
Time Authorized: VoiSafter I/ —days
Special Conditions:
Ammendments:
Permit Fee:
Security Deposit:
Receipt No.:
Fund III Fee:
Street Cut Dimensions
X
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
Eng. D'Iv. December 1978
FIELD INSPECTION NOTES (Fund 111 - Route conv to Street Dept.
rnmMan+-q-
Diagram:
Contractor called for inspection Yes NO
I Bv:
�qork Disa.pproved By: Date:
Work Approved By: D ate:
Inspector:.
Date:
Encr. Div. December 1978
GERALD W. LOVELL, P.L.S.
STREET FILE JURGEN P. SAUERLAND, P.L.S.
LOUIS F. CAVIEZEL, P.E.
Lovell-Sauerland &Associates, Inc.
S5 '� Engineers e Surveyors e Development Consultants 0 Planners
Re.. /6-21-717
February 8, 1979
File No. 79-351
Storm Drainage Calculations for
Louise E. Zennan - 4-Plex
Lot 6, Lawrence Addition
0 7F,;
Site Information
Total Area - 13,805 3f. - 0.32 Acre
Average Slope - 3.5% to the west
Site Condition - Existing single family frame residence on site with
minimum ground cover. (Ground is nearly bare).
Estimated Runoff Coefficient - 2120 sf. @ 0.9, 780 sf. @ 0.75 and
10905 sf. @ 0.20
C = 0.9(2120) + 0.75(780) + 0.20(10905) 0.34
13805
Using the Yrjanainen and Warren Method for simple retention/detention basin
design, the following calculations are to determine the required volume of
retention of this development.
Distance to outfall from most distant point - 200 ft. at average slope of 3.5%.
V = 1.5 fps. Collection time is 10 rqin.
Tc = Distance + 10 min. 200 + 10 12.2 min.
Velocity (f.p.m.) 1-5(60T
Intensity i = 1.45 in./hr.*, 10-year storm frequency (Chart 10).
Q Existing Qu = Cia = 0.34(1.45)(0.32) = 0.16 cfs.
Q Allowable 0 Existing
23106 - 100TH W. EDMONDS, WASH. 98020 PHONE 775-1593
0
S to rm' Drainage Calc.'for Lot 6, Lawrence Addition 29- 7q
2 Feb. 8, 1979
Future C - Onsite - Roofs 4134 sf. @ 0.9
- Paving 4000 sf. @ 0.9
- Landscaping 5671 sf. @ 0.2
Cd = (4134,+ 4000)0.9 + 5671(0.2) = 0.61
13805
Qo = Q Allowable 0.16 0.82
Acreage x-Future 'Runoff Coefficient 0.32(0.61)
Assume orifice outlet condition.
T - -25 + /-1762 21.4 min.
(:To -
Vs = 2820 T - 40 QoT = 599 cf./Ac.
T + 25
V Total = Vs Ac C = 599(0.32),(0.6"1) cf. 117 cf.
Storage Provided
60 . lf. 1811 dia. @ 1.7671 sf. = 106 cf.
1.64 1'.5- Vf. 32,92(c CBMH @ S.7776 = 11 cf.
Total lz-j� cf.
Sizing
Orifice_
Q Max = 0.16 cfs.
h
= 1.8 ft.
2g
= 64.4
A =
Q/Cd
Cd = 0. 62
0.16 = 0.024 sf.
0.62 454.4(1.8)
Dia. =,/4A /4-(002-1;-)- 0.175 ft. 2.10 in.
V-
Use 2-1/811 dia. orifice.
0
Storm.Drainage Calc. for Lot 6, Lawrence Addition - 3 - Feb. 8, 1979
Check Q for 2-1/811 orifice with 1.8 ft. Head.
2
A = trD Yr(1.125 )2 3.55 in. 2 = 0.025 ft. 2
4
CdA r2-F- = 0.62(0.25) /-64.4(1.8) 0. 16 cfs. OK
Check capacity of 1211 for overflow.
Q Max = 6.5 cfs. @ 8.0 fps. with slope equal 90/6 (Chart 29).
Inlet Control
For H = 1.81 and 1211 dia. pipe
0 = 3.5 cfs.
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22
GERALD W. LOVELL P L.S.
JURGEN P. SAUERLAND P.L.S.
Lovell-Sauerland &Associates,' Inc.
Surveyors * Development Consultants 9 Planners
March 14, 1979
File No. 79-351
Cost Estimate - Storm Drainage System
Louise Zennan
A .
j LQV
Catch'Basins, 2 @ $350. $ 7P'O 10-50
Catch Basin Manhole 0
V- V,
60 18-1 CMP @ $20. 1,200 1100
121 1211 CMP @ $12-50 150 150
Total $3,300 2-5 0 0, 0 0,
A+ 2-4 0 0 C2
2-6,4 t-) Poo
23108 - 100TH W. EDMONDS, WASH. 98020 PHONE 775-1594
0
GERALD W. LOVELL P.L.S.
JURGEN P. SAUERLAND P.L.S.
STREET FLE
Lovell-Sauerland & Associates, Inc
Surveyors e Development Consultants * Planners
9 7S--
February 8, 1979
File No. 79-351
Storm Drainage Calculations for
Louise E. Zennan - 4-Plex
Lot 6, Lawrence Addition
Site Information
Total Area - 13,805 sf. 0.32 Acre
Average Slope - 3.5% to the west
Site Condition - Existing single family frame residence on site with
minimum ground cover. (Ground is nearly bare).
Estimated Runoff Coefficient - 2120 sf. @ 0.9, 780 sf. @ 0.75,and 7
10905 sf. @ 0.20,,-�
C = 0.9(2120) + 0.75(780) + 0.20(10905) 0.34
13805
Using the Yrjanainen and Warren Method for simple retention/dete'ntion basin
design, the following calculations are to determine the required volume of
retention of this development.
Distance to outfall from most distant point - 200 ft. at average slope of 3.5%.
1.8
V = 1.5 fps. Collection time is 10 min.
Tc = Distance + 10 min. 200 + 10 12.2 min.
Velocity (f.p.m.) 1.5(60)
Intensity i = 1.45 in./hr., 10-year storm frequency (Chart 10).
Q Existing Qu Cia = 0-34(1.45)(0.32) 0.16 cfs.
Q Allowable Q Existing
23108 - 100TH W. EDMONDS, WASH. 98020 PHONE 775-1594
0
0
Storm Drainage Calc. for Lot 6, Lawrence Addition 2 Feb. 8, 1979
Future C Onsite - Roofs 4134 sf. @ 0.9
- Paving 4000 sf. @ 0.9
- Landscaping 5671 sf. 0 0.2
Cd W34 + 4000)0.9 + 5671(0.2) 0.61
13805
Qo 0 Allowable- 0.16 0. 82
Vt
Acreage x-Future Runoff Coefficient-' 0.32(0.61)
(,Assume orifice -outlet condition.
T V -25 + / �7-62 21.4 min' CO*,
Q-O\ NJ
599 cf. /Ac. 'It.,
Vs 28200)-�C (4 " )—
T + T5 % &Q ��T
9 = �A ---,\ . ��?- y ?-Iq
V Total VS. -�c-C 599(0.32)(0.6'1) cf. 117 cf.
/ & , qe
Storage Provided
60 lf. 1811 dia. @ 1.7671 sf. = 106 cf.
1.8 vf. 48" dia. CBMH @ 12.5664 = 23 cf.
Total 129 cf.
Sizing Orifice_
Q Max
h = -1.8 ft.
2g = 64.4
Cd
A = Q/Cdj(2gh
0.16
0.024
sf.-
0. 62 -r64. 4 —(1. 8)
Dia.
/-4(0.02,L4))' 0.1,75
ft.,-=
2.10 in.
Irr
Use 2-1/811 dia.
orifice.
0
Storm Drainage Calc. for Lot.6, Lawrence Addition 3 - Feb. 8, 1979
Check Q for 2-1/811 orifice with 1.8 ft. Head.
2 2 = 2 . = 2
A = trD (1.125) 3.55 in. 0.025 ft.
4
0 = CdA F2F- = 0.62(0.25) /64. -4(1.8) 0.16 cfs. OK
Check capacity of 1211 for overflow.
Q Max = 6.5 cfs. @ 8.0 fps. with slope equal 90/6 (Chart 29).
Inlet Control
For H = 1.81 and 1211 dia. pipe 0 = 3.5 cfs.
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CITY OF EDMONDS
F±l NEW
FIADDITION
1:1 RETIREMENT
DESCRIPTION
ILOCATION
"PURCHASE ORDER NO.
P-LiRCHASE ORDER DATE
COST
B.A.R.S. ACCOUNT NO.
C-31 I MIA I r-LJ LlrC
p
(tnp
ASSET INFORMATION SHEET
STREET FILE
ASSET NO. a6 2�-751
ADDITION TO ASSET NO.
SERIAL NO.
DEPT, NO.
*PROJECT NUMBER 14 -7
PROJECT COMPLETION DATE �3, 16-
f%nCT *7 -? . ;,
INI I IAItU BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
.*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUN,TING ONLY
DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
G.L. ENTRY
REFERENCE
INITIAL
DATE
VERIFIED BY
PROCESSED
BATCH NO.
E14GINEERING 4BUIT��-NENTS. FOR BUILDING PEAT ..."!"PPLI CATION
CiTY UP
PUBLIC WORKS I-A-TIAR"ItT-TH
HIVIStUN DATE:.
SUBJECT:
Subdivision Plat PRD
Multiple 15 0-.r-)r4C)C) Coimiercial
GUIERAL REQUl1113/[LtTPS
Coordination of the location 01' anY 5tlUcti-i-re w1th r(-�snect tO utilities,, streets, uoperty
lines and cii�iveway grades is the responsib.'11ity of the contractor.
Thal ccnstra,�i-or is required to keep the abutting street cleaned of dirt and debris caused
by the construction 7.30.200 Violations - Penalties 7.30.290.
A "Right-OC-Way Construction Permit" is required from the Engineering Division of Public
Works for any work within the Public right-of-way Or Public easeinent. 7.30-010 Violations
Penalties 7.30.290.
Sr,i-,-C1[t-,lC fiu�-OUIRD-11:,Hrs
UNDERGROUi,TD POIHER
54 Unde oo Laid Wiring Req'd No t Req I d
SANITARY SEI-j'ER (PE-R',IIT RLOID)
Connection to Sanitar 11
y 1`-e,.,icr Req I d El Back Water Valve Reqld on Side Sewer
El Septic Tank Perinit Req.1d. Desippi Approval Req'd
Approved Dt. Permit Hi.viter
STORM SEk-11','R SYS'i'E I Q'E'13 CITY CODE
19 Draj.fijrre Pl�ui Re'(I'd
1-->
El Site Drainage to be Cniitained on Site
ROADWAY DRI\/1.11AY Pd-D,-,)UIRF-AT-UFPS
Drive'...,ay Sloi-�e Not to Excecd 111'�
Drive,.-iay Paving PAeqld
(.-I
El Vertical Curb Req'd
LJ Street Faving Req'd
Drain,�ic-e Plan Api * )roved Dt. Z-2Z.--jCj
Site Drainag
,e to.be Connected to City System
0 Driveway Culvert Req'd Size
0 Sidevialk Req'd
0 Approved F)esif�i Reqld
Bond Reqld for flubl�lc; Improvements rgSubmit Cost Estimate
Note : (11 "
lnspc-ctions F-E-ci'd. , Enginc-,er.ing Division
Foundation Side Sewer RECEIVED Septic Tank
Water Service El Fire ProtejbW121980 Drainage
Site lnproveny:�nts
A 24 - hout, notIce Js requIred for inspection ;,y ca'll 775-2525, extension 220.
VZBERT,, P. E.—
STREET FILE
SE PERMIT
BUILDING DEPARTMENT Applicant Fill ZONEY� -hl NUMBER 800119
Inside Heavy Lines
PERMIT APPLICATION JOB
I ADDRESS
NAME (OR NAME OF BUSINESS)
/
LEGAL LOT PLAT NAME SUBDIVISION NO.
Ami /Vqk/
W MAILING ADDRESS [] Y ES C1 NO
PUBLIC RIGHT OF WAY PER ORDINANCb
0 — ECEPHONE NUMBER
k 2!
JA r IZI EXISTING RIGHT OF WAY
Z=. PROPOSED RIGHT OF WAY
NAME- 61--d'o ,
I'_ DEFICIENCY OF RIGHT OF WAY
U
W ADDRESS STREET/UTILITY WORK REQUIRED %OYES E3 NO (r
1- 0
1 PERMIT FOR WORK IN PUBLIC R/W YES 11 NO
U X 3:
M CITY TELEPHONE NUMBER UNDERGROUND WIRING REQUIRED YES 1:1 NO U
CONNECTION TO SANITARY SEWER IWYES 0 NO
D
NAME SEPTIC TANK PERMIT REQUIRED OYES X-0
SEPTIC TANK PERMIT NO.
0 ADDRESS
I- A SEE MEMO DATED
u
19 5 zc—,
CITY TELEPHONE NUMBER REMARKS
Z Ml� WLeMA0
0 ?_;CT
U STATE LICENSE NUMBER CITY LICENSE NUMBER CHECKED BY
ZZ3 -0- 3?,C/4o �._ A. %, 1� a
Legal Description of Property (Show Below or Attach Four Copies) METE ZE� BU>PX SUPPLY SIZE
e
e, e_ 16 _1Z 1�a
aZ: 1 6 z/,� 7� I r - W
REMARKS/:�ZC_S
;? -725/;r
_4Fa,0 I A
-Rortsko
Z
0
.SIGN AREA ENV. REVIEW ADB 0
ALLOWED PROPOSED COMPLETE EXEMPT
U
IA SHORELINE #
W ----
REMARKS
W ty-n CA e d
VARIANCE OR CU PLANNING REVIEW BY DATE
V - (0 1� - I? S7 IV (If I L/ - lrj �K'r
YARDS )o ILOT COVERAGE
TIAL GAS Is- FRONT /0 SIDE �X) REAR
NEW 2 RESIDEN LINE FIRE ZONE TYPE OF NST CTION
'2�W RU DE HEIG T
NON-REStDENT.ALIO SIGN j -7 --Cott
0 ADD 1:1 "', I I co 7. , ?/T
1:1 DE�MOLISH RETAINING SPECIAL INSPECTOR AREA JOCCUPANCY OCCUPANT
1:1 WALL REQUIRED GROUP LOAD
F] ALTER EXCAVATE FENCE 0 YES -2340 It I
F OR FILL 1 — X —FTl PLAN CHECKED BY THIS SITE IS LOCATED IN THE CITY
REPAIR PRE -MOVE swim f-p— OF EDMONDS. LOCAL SALES TAX
EIINSP. POOL SHOULD BE CODED 31.04.
REMARKS
z NUMBER OF STORIES NUMBER OF
DWELLING Z
UNITS W!�01-A-rl0d f6f?L Jq- "IX - ------- W
NATURE OF WORK TO BE DONE
14 /Z. G)( 77 1-
u a
It
CL
W
0 PLAN CHECK FEE VALUATION FEE
PROPOSED USE
W
PLOT PLAN (I DICAT BUILDING SETBACKS. I
rA UTTIENG STREETS) 209 L
Ir BUILDING 2-0 0 0
U
VI J
W
W PLUMBING
W
0 MECHANICAL L& r-
FENCE
Z
Ln "Applicant, on behalf of his or her spousc, heirs, assigns and SIGN
V)
W
j successors in interest, agrees to indemnify, defend and hold harmless RETAINING WALL
2 tile City of Edmonds, Washington, its officials, employees, and 0
0:
4 agents from any and all claims for damages of whatever nature, U
I arising directly or indirectly from the issuance of this permit. Issu- SWIMMING POOL
e ance of this permit shall not be deemed to modify, waive or reduce
i 2--A-7/IiZX11
0 any requirement of any city ordinance nor limit in any way the Ala eo, ),o
I City's ability to enforce any ordinance provision." 41A) Z /60 AFE I"
011.)
I hereby acknowledge that I have read this application; that the in- TOTAL AMOUNT DUE X
formation given is correct; and that I am the owner, or the duly author-
ized agent of the owner. I agree to comply with city and state laws regu- ATTENTION APPLICATION APPROVAL
lating construction; and in doing the work authorized thereby, no person
will be employed in violation of the Labor Code of the State of Washington VejOIT This application is not a permit
relating to Workmen's Compensatiol Insurance. RE(V0
AUTHORIZES until signed by the Building Official or
NOTE: Permit Limit One Year(Except DEMOLITIONS and FILL �JRA his Deputy; and fees are paid, and
PERMITS without conditional use permit, which shall be completed in 90 UN 114 D receipt is acknowledged in space pro -
days; MOVED -IN BUILDINGS shall be completed in six months.) INSP.9 vided.
SIG��(OWNER OR AGENT) &NOR$ DIRECTOR'S SIGNATURE
Dir. 00Fabicr Q111 —
CITY OF I It)
EDMONDS DATE
This Permit covers wod�7to be done on private Property ONL .
Any construction on the public domain (curbs, sidewalks, driveways, 775-2525
marquees, etc.) will require separate permission.
ATTENTION ORIGINAL — File YELLOW — Inspector
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE PINK — Owner GOLD — Assessor
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR FEB 14 1979
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 304,306.
-79
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17VP - 9Z,6
No
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Nk.— , ) W404el I rf , "", —, .1 t
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I
ALL CONSTRUCTION -SHALL CONFlOR'M:TO THE "STANDARD SPECIFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONS�`TRUCTJON" AND STANDARD.PLANS AS ADOPTED BY THE CITY, AND
ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS SITE.
2,
ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY, AND THE' CONTRACTOR
SHALL NOTIFY THE CITY �OF HIS SCHE.DULE IN SUFFICIENT TIME TO �PERMIT INSPECT10N
PRIOR TO AND DURING THE WORK.
OFFSET FRAME GRATE SO THAT RESTRICTOR/PO"UTION
DEVICE IS VISIBLE AT EDGE OF OPENING
OVER THE LADDER.
AND DIRECTLY
;3.
ALL WORK WITHIN THE SITE AND CITY RJGHT OF WAY SHALL BE SUBJECT TO THE
GRATE ELEVATION
INSPECTION OF THE ENGINEER.
STD. GALV. CS LADDER STEPS
*CAPACITY $LACK WHEN
to DOWN WIELD CHAIN TO.00 FRAM
UTILITY CONSTRUCTION.
WATERTIGHT CLEANDUT
PATE WITH MIN. IW'GA.
-SLIDE
OVERFLOW'ELEV 4T40%
5.
THE CONTRACTOR SHALL CERTIFY LOCATION AND DEPTH OF EXISTING UTILITIES BEFORE
2-.4
DISTURBING.
INVERT ELEVATION 99,Z
;6.
TOE CONTRACTOR SHALL OBTAIN APPROVAL OF ALL FILL AND ROAD..CONSTRUCTION MAT -
ER,IAL FROM THE CITY. ENGINEER PRIOR TO ITS USE ON THIS PLAT
At
FICE ;R/
ELEVATION
17.
ALL CATCH BASIN AND -MANHOLE COVERS' ON PRIVATE PROPERTY SHALL BE BOLTED DOWN.
RESTRICTOR PLATE
iB.
GRADES ESTABLISHED BY CONTOUR S4 FURNISHED BY THE DEVELOPER, CONTRACTOR SHALL
ELE N
Otto
I
BE RESPONSIBLE FOR ADJUSTING GRADES TO ACCOMMODATE FIELD CONDITIONS ''WHICH
TYPE 2 CATCH BASIN
SHALL -FIRST BE APPROVED BY THE ENGINEER.
NOTE, -ALL METAL PAOTS AND 'ISURFACES' MUST BE- MADE OF
CORROSION'RE'SI$TAMr MATERIAL Oi"VALVANde'lo-
COMPLETE tQRROSION�'
PR OTECTION "T SE ASSURED.
9.
T HE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING MANHOLE FRAMES AND CATCH
BAS IN GRATES,.
FLOW
RESTRICTOR PIL., POLLUTION
CC
CONTROL
DEVICE/CAT(tH. BASIN'
*/7
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Jff1W_,e 7,1 4,5561,0,z_ Iff,411Yr,61Y,41Ye,�- al-
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V PEP CIrK -5-6.79 irr
k�\Lovell,-Sauerland & Associates, Inc.
'�'NSURVEYORS DEVELOPMENT ' CONSULTANTS PLANNERS
��"tr
I OOTH AVE. W. EDMONDS WA., 98020 PHONE 7.75-1593
HECKED DATE F.B. SCALE
FILE NO.
�, I
X
071/\
hyl/ �.r �1/1 to -21
ID
4�
J
49
)ZIRY 9114
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4/
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00-917 '4CIZITY 14,4-,r,�5,? r11C r&V
I ALL CONSTRUCT -ION ' SHALL -CONFORM TO��THE "STANDARD SPECIFICATIONS FOR MUNICIPAL lllq,5
PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED BY THE CITY, AND
ANY REQUIREMENTS EST'AB,LISHED AT CITY HEARINGS ON THIS SITE. 7 n
9
jj j
2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY, AND THE CONTRACTOR
SHALL NOTIFY THE CITY,bF HIS SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION zYjM11,911,)11V
OFFSET FRAME --qRATE SO THAT RES TqICTOR/POLj_UTI ON PRIOR TO AND DURING TH E WORK.
DVVICE IS VISIBLE AT EDOC OF OPENING ANDDIRECTLY /r
OVER THE LADOER_ 71 �,41
3. ALL WORK WITHIN THE SI11TE AND C'ITY.RIGHT OF WAY SHALL BE SUBJECT TO THE /y 1/0,/ �IM6
�9
./GRATE ELEVATION INSPECTION OF TH,E ENGFNEER. 9 !Zr /Z47L.57 Jly 04S,-& 0, /ffww,& 9mbN
_r -- j E
6 TDL G ALV. CS LADDER $TE" CHAIN -200 CAPACITV' SLACK WHEN IATE 4. THE CONTRACTOR SHALL B�` RESPONSIBLE FOR OBTAINING ALL PERMITS FOR ROAD AND
19 DOWN WELD CHAIN M CS FRADe,
'01", UTILITY CONSTRUCTION.
WATERTIGHT CLEANOUT _1jh_ � , - .0 . ..
-OVERFLOW E,�.EVATICIII /0 bate ------
PATE WITH MIN. d'GA. SLIDE.
5. THE CONTRACTOR SHALL CERTIFY LOCATION AND DEPTH OF EXISTING UTILITIES BEFORE
2' -1 DISTURBING,
Ac/p
Y 1w
/V/Y
go
6. THE CONTRACTOR SHALL O�PTAIN APPROVAL OF ALL FILL AND ROAD CONSTRUCTION MAT -
INVERT ffLEVATION,81.1? ERIAL FROM THE CITY ENGINEER PRIOR TO ITS USE ON THIS PLAT.
A
ORI-
FICE -804
j,/ �7— ELEV �7. ALL CATCH BASIN AND MANHOLE COVERS ON PRIVATE PROPERTY SHALL BE BOLTED DOWN, SIMW 4'91?1411YI46:!� IOZ141Y
897.2'
r 41
RESTRICT R PLATE
L 3. GRADES ESTABLISHED BY,�'CONTOURS FURNISHED BY THE DEVELOPER, CONTRACTOR SHALL
ELE T" 69,L1,?
T-/ BE RESPONSIBLE FOR ADJ,USTING GRADES TO ACCOMMODATE FIELD CONDITIONS WHICH
IK CAYrC (83ASIN
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LL M PARTS AND RfA.CE MUST BE MADE OF
SHALL FIRST BE APPROVED BY THE ENGINEER,
TAIL Z= Lz
CONROSION RtSISTANV MAT�EL 'ON GALVANIZED.
COMPLETE db#40S9* PROTECTION MUST BE ASSURED. 9. THE CONTRACTOR -SHALL BE RESPONSIBLE FOR ADJUSTING MANHOLE FRAMES AND CATCH
BASIt4 GRATES. MUMNSIdIll
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Lovell- Sauerland & Associates, Inc.
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$URVEYORS� DEVELOPMENT CONSULTANTS PLANNERS
T R, FF E T F"'I'L E 23106 * I OOTH AVE. W. 0. EDMONDS WA. 98020 PHONE 775-1593
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CHECKED DATE F.B. SCALE FILE NO.
DRAWN
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17
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OFFSET FRAME GRATE SO THAT RESTaICTOR/POLLUTION
DEVICE IS VISIBLE AT EDGE OF OPENING AND DIRECTLY
OVER THE LADDER.
GRATE. ELEVATION
ArlIX CHAIN -200*CAPACITY SLACK WHENGATE
STD. GALV. CS LADDER STEPS IS DOWN WELD CHAIN TO C8 FRAFAE.
WATERTIGHT CLE!
'AVNOUT. -OVERFLOW ELEVATION 910
GATE WITHMIN.4('G .. SL FF7
INVERT ELEVATION R9.0
0 Rij
F U!tCI
ELEVATION e7Z
RESTRICTOR PLATE
ELEVATION
T,/PF- 1K CATCH BASIN
NOTE: ALL METAL PARTS AND'SURFACES MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR GALVANIZED.
COMPLETE CORROSION PROTECTION MUST BE ASSURED.
FLOW. RESTRICTOR /OIL POLLUTION
CONTROL DEVICE/CATCH BASIN
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1. ALL CONSTRUCT.ION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED BY THE CITY, AND
ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS SITE.
2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY, AND THE CONTRACTOR
SHALL NOTIFY THE CITY OF HIS SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION
PRIOR TO AND DURING THE WORK .
3 ALL WORK WITHIN THE SITE AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE
INSPECTION OF THE ENGINEER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR ROAD AND
UTILITY CONSTRUCTION,
5. THE CONTRACTOR SHALL CERTIFY LOCATION AND DEPTH OF EXISTING UTILITIES BEFORE
DISTURBING.
6. THE CONTRACTOR SHALL OBTAIN APPROVAL OF ALL FILL AND ROAD CONSTRUCTION MAT-
ERIAL FROM THE CITY ENGINEER PRIOR TO ITS USE ON THIS PLAT.
7. ALL CATCH BASIN AND MANHOLE COVERS ON PRIVATE PROPERTY SHALL BE BOLTED DOWN.
.8. GRADES ESTABLISHED BY CONTOURS FURNISHED BY THE DEVELOPER. CONTRACTOR SHALL
BE RESPONSIBLE FOR ADJUSTING GRADES TO ACCOMMODATE FIELD CONDITIONS WHICH
SHALL FIRST BE APPROVED BY THE ENGINEER.
9, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING MANHOLE FRAMES AND CATCH
BASIN GRATES.
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h Lovell- Sauerland & Associates, Inc.
10/ SURVEYORS e DEVELOPMENT CONSULTANTS PLANNERS
23106 100TH AVE. W. EDMONDS WA. 98020 PHONE 775-1593
CHECKED I DATE I F.B. I SCALE I FILE NO.
Z/-c /3 - 79 119 -J,
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1 C. N.