611 DALEY ST.PDF10745
611 DALEY ST
40-
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW
COVENANTS (RECORDED)
CRITICAL AREAS: DETERMINATION: 0 Conditional Waiver 0 Study Required 0 Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DA
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: W-3,& y
SEWER LID FEE $
LID
SHORT PLAT FILE: LOT: D'05�4-`�O BLOCK:
SIDE SEWER AS BUILT DATED: . */?- -:�,k 7
SIDE SEWER PERMIT(S) th -V Z W
GEOTECH REPORT DA
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED: � [ q 10
L:\TEMP\DST's\Fonns\Street File Checklist.doc
'w" -4
The City of Edmonds
APPLICATION
for
SIDE SEWER PERNaT
NEW CONSTRUCTION REPAIRS
OWNER.� ... . . . . ...... ................................
I
ADDRESS ...... zv& Z.tl .........................................
I
a-
J0
EASEMENT No . ...........................
—,Z/ ... r .......... .......................................... PERMIT N
CONTRACTOR ...
LEGAL DESCRIPTION: LOT No..... .......
BLOCK No.
.......... .....................
NAME OF ADDITION ........ �2 ... ..............................................
A// T�5
Jt
Approved:
DATE.X�.2 .. Z!7�a7 .......... B
APPROVED
MAY 2 2 1969
� �4
CITY OF EDMONDS
CIVIC CENTER — WATER -SEWER DEPARTMENT
SIDE SEWER PERMIT'
ADDRESS................ §U --- a4lff --------------------------------------------------
Call PRospect 6-1107 when work
Is ready for Inspection. (No inspee,
tions Saturday, Sunday or holldn".)
..................................................
OWNER ......... Q.T.t-0 ... SAI.alngn;ag�P -------- .................................... CONTRAICTOR_ M - C - W -
3281
Permission is granted ��y .. 22 - 19.��., for ........................ day
............................ S to REPAIR or CONNECT a side sewer
with City Sewers in accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
No. I —The owners of the property may obtain a permit to constru ct sewer inside property line. A licensed Side Sewer Contractor must
be employed to construct side sewer 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.
NOTE No. 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.
NOTE 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. 5—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.
j�
IOLL
690053�
AIIU.t FIX No" I ,
NUM3=
BUILDING DEPARTMENT
PIERMIT APPLICATIO
JOB ADDRESS
NAJLZ (ORrc OY
17 4us NEBS)
D I&C
g(t, 141, E761Z -)AL IMA A IOU I SIDE YARD 9=�ACK STRZE-r,6tT M S-=rRACx
0 In
z
USE ZONE o VACANr
MAILING ADDRIMS AAI� a
Y, /0 7/�n ,
z
z
CITY ONE NUMBER
e-7
7 73 75-4 VARIANCE "MBER a.
NAME
PLOT Pl�� P VVn
wo
44 M
A AMBF
AT A/W
R/W D=nCOMCy Tins PROPLRTY
/W &Q-TT.
/oc, -3 f
z
PLA,
W
151
Pd thmse
'-5' 4 �,MkUOL- ;-�Fk,
WAY slop" no
z
ni A indicated on Standard Drawing 0103.
CITY TH.1"I(I)NUN
J"""NE N
Ty
"c' xr-7
lAxal D-HP6- of 1'r,"My tan� b4iow n, Atach cov�)
L9 TYP!: COXXXCTION I �11
IV
MIKER
HF-MAJOCS
71" M*fz r conninucriox
0 ffrRJ= L"ROVXD
cl
ILPECLAL. LMWELMR RI)QULREV 01-CUPANCr GROUP
-DzN
Es. 0
NON-REATUMMAJ of,
ADD 3
DE34OLTSH LJ
An utilit,4.es wzt 'be lcmdergr—d per
on Ej YEN=
FILL (---Yt.)
rRZ-M VE ED evnu Ordinance ffl.387..
El REPAIR G I - ".
F INSP. POOL
NUMBER TZTOPAES hulmr.4 V,
0
DWX3JJNOP
UNITH
-N.Tuily, 617 WORK TO
7.
P" R-dtK
0 rb- cb-ft va,-Z�La 517 �elo 7Z
PROPOSED UBE
7A( DUILDTXG 0 f-;� 12� 0.
PLOT PLAN ZIndicato Building setbw.�, sWILL39 xl�t,)
PLUXBM
so
IMAT % GAS LMCZ
WON
"A
n=AJNRM WALL
89filocrgo POOL
DEMOLMON
PRE.MOVE rNSP0MON
MCCAVATION OR P=
TlYrAL A MCC
hereby ack—led" that I ha� 1-d PlAloalion: that tha lo�
Uon giwn is co.neot; and tbat I � the —. or ttta dulr =tho-
lied at-' of 'b' -- I as- . —01Y .1th litY I I- I.- �l
ATrENMON
APPLICATION APPIZ-0
I
Win. constru� mid to doing in* —k authodaad tb-bT. W P—
W4U na lo"d in "otaum of the Labor Cod, of the Stals of Waablogton
D--.
.771IS rZA3=
7lds appll=Uon Is not a pemiltuntil
W-kioaol.
AUMORLEES
ffigned b7 the Building OfflcW or lils Dep-
NOTE: Permit Limit One Yeur (r,-Pt DzmoLrr,o,-s
ONLY 17M
WORK NOTED
ut3r; and fees am paid, eLnd receilyL fu ac-
ab&U be coioplet6d in ninetY ": MOVED IN BUILDINGS hAU be oo,o-
knovdedged in space provided.
plet'd.in six Months.)
SIOX�TURX (OWNER OR AGENT)
INS ON
DIRZCTOW�S BIG
DEP
crry OF
NOTE: Applicamf Subject to Plan Cbeck Fer
ElDXOl%-D8
ru 6-1161
Tws Permas � %rork to be 4� � W�ate �ftY ONLT-
A� WWbWU:: on Q0 PohM d0o`a`Q (corba. alde�, dri�
FILE
4-,
qni- �vte Pe�
JAMES H. REID C. WAYNE JONES
LEROY F. MIDDLETON LLOYD H. NELSON
Rea, W&44fferm & lf"oearwf 1". -Consulting Engineers St Land Surveyors
324 Main Street 0 Edmonds, Washington 98020 e PR 8-1171 / 1619 Pacific Avenue 9 Everett, Washington 98201 * AL 2-9800
October 24, 1967
File No. 2.144
Mr. Leif Larson, City Engineer,
City of Edmonds
Civic Center,
Edmonds, Washington. Re: Easement for Sanitary and Storm Sewer
for Pete Salamonsen
Dear Leif:
We wish to advise that the School Board for Edmonds School District 15
at their meeting on Monday, October 16, agreed to give a 10-foot easement
to the City of Edmonds for the installation of storm and sanitary sewers
along the north side of their property adjacent to the area in which Mr.
Sal'amonsen wishes to build an apartment.
We were instructed to prepare the necessary papers and submit them to
the Board on November 6 for final approval at their regular meeti.ng on that
date.
Very tru I y yours, -
REIDP MIDDLETON & ASSOCIATES, INC.
4a r�' OL(C I I n e
E LC: tc
MUNICIPAL ENGINEERING * WATER SUPPLY * SEWAGE TREATMENT * SURVEYS & SUBDIVISIONS
File Copy'
r
HARVE H. HARRISON
CITY. OF EDMONDS
MAYOR
200 DAYTON ST. - EDMONDS, WASHINGTON 98020 (206) 775-2525
DEPARTMENT OF PUBLIC WORKS
August 18, 1981
Sharon Ellingson
9032 15th N.W.
'Seattle-, 14A 98117 STREET FILE
Dear Sharon:
REPAIR 6 1_1 -'DALEY' S tRE
SUBJECT-1 SIDEWALK ET.,'
On August;17,1981, you called regarding sidewalk repairs
at 611 Daley Street.
You will�fina enclosed a list of contractors who -are
.interested in,your'work. You will also find a price sheet
showing the City's.cost.
We would'prefer that a private contractor do your work.
Please'feel free t o call if you have any other questions
regarding your sidewalk.'
Sincerely,
BOBBY R. MILLS
Acting Street Superintendent
BRM: ges
Enclosure
ME COPY
CITY OF EDMONDS
Public -Works Department
Revised Billing, Rates for Resident Sidewalk Repair Completed
ST-City ot Edmonds.
All repairs less than 18 square feet will charged at a $75.00
minimum.
All repairs over 18 square feet will. be charged at a $75.00
mimimum plus $1.70 for each additional square- foot.
Additional fee for concrete saw cutting at $3.10 per lineal foot.
BLANDIN nATE
5/15/81 j ky
CISTING OF SIDEWALK REPAIR CONTRACTORS
All residents are required to obtain a Right -of -Way
Invasion Permit available at the Cit of Edmonds,
I y
Building Division before repair is begun. The Build-
ing Division will make all inspections ...............
1) C. M. Barham
20021 18th N.W.
Seattle, Washington
Phone: 546-4381
2) Bosa Cement Contractor Co.
P.O. Box,148
Mikilteo', Washington 98275
Phone: 355-7745
3) Richard Edmondson -
Composition Painting & Concrete
628�Glen Street
Edmonds, Washington 98020
Phone: 775-2373
4) Me"hlhaff Construction
605 Main Street
Edmonds, Washington 98020
Phone: 771-3999
5) Mecca '. Construction
17504 Olympic View Drive
Edmonds, Washington 98020
Phone: 743-3527
6) LuGe'ne.Construftion
18925 47th W,.
Lynnwood, Wa*. 98036
Phone:',774-4927 -
CITY Or- HARVE IA. HARRISON
MAYOR
200 DAYTOt4 ST. EDMONDS. WASHINGTON 93020 (1206)
DEPARTMENT OF PUBLIC WORKS
t7ch 16, 1981
4J�
Dear Resident:
On February 17, 1981, the Edmonds City Council passed
Resolution 488 for construction, reconstruction and repair
of deteriorated sidewalks. A puhlic hearing will be held
in the Council Chambers at the"Civic Center on April 21,1981
at 7:30 P.M.' ,-.You are invited to attend this hearing for
-2-T
discussing repair of port'ion*s,�'6f:�.,(ieE'6,riiorated'�"""'I
abutting
need of repair at the expense of the abutting propertv
owner is provided by City Ordinance, Chapter 7.20 and'
Revised Code of Washington, Chapter 35.68.
The areas needing repair have been marked in paint on -
the sidewalk adjoining your property. Reconstruction�-and
repair of these sidewalks Must be completed on or before
September 1, 1981. In the event improvements -'are not
completed within the above specified time, the City will
perform and complete the improvements at the expense of the
abutting property owner.
This action is in response to many citizen req
uests
and pedestrian falling accidents which have been increasing
in recent years as a result of sidewalk deterioration and
increased pedestrian traffic.
Sincerely,
'RG
FRED F. HERZB,E,
Director of Public Works
Date: December 27, 1967
Memo to: John E. Moran
Supt. of Public Works
From: Laif R. Larso--,
City Engizieer
Subject: Sewer Connection Charges
Property Description:� The East 150.00 feet of the South 200,00 feet of the North
310,00 feet of the West 180.00 feet of the South half of the West half of the North-
east quarter of the Northeast -quarter, Section 30, T27Nv R4E, W.M., except the South
100.00 feet of the West 74.00 feet thereof,
Commonly Known as: 823 - 21st Avenue South Owner: Peter Salamonsen
Z.F.F. Calculation:
x
(42.65) x ($5.50
42,65 Z.F.F.
$ 300.00 Connection Fee (Minimum)
Public Works Department Use Only:
(11 ) Units x ($25.00) $ 275.00
$ 10.00
$ 585.00
Trunk Charge
Permit
TOTAL
"'4
4,
+ Za,
"oo I
F, - -
t
------ -4-4-
IV,
57
1;7 +
00,0-'
00
, 6A�
-3- 4� - -------
lt
+ ----- -
STREET FILE
( '// oluc Y sr
S-TR,Lz'ET- FILE Pobruary 191, 1969
Mr. Peter B41awaftu
19402 . 68th West
Dear Mr. Balamonaft,
The piano for a 4 uujt�&Wtment building to be located at
6A Dalty Street havo been ready for issuance by this office*
we have not heard from you in regard tothwwplsne *Md we
quote Section 302 (b) of the 1967 UnifOrS BUil4iU9 Cod* in
pkrtt
Plans, submitted for check_$ for which no permit is issued,
and on wbiah no action is taken by the applicant for 90
days, sWal be returned to the last WUWA 044r0as of the
KPPU"Xklt to renew 40tioa on, 944 UMs* a Payment Of a
new pUum-cheak f" shan� Us required.*
pleas* contaot,this office and let us know the status of
this unit.
W. �J,- LS3Ab-a u&
B4ding orticila
W.;8/4*
November 25, 1968
Mr. William F, Wolabornt Building Designer
115 Second Avenue North
Edmonds, Washington
Re., Four -Unit Apartment.Building for Mr. and Mrs. Peter Salamonsen
to be located on � Lots 35 and 36,9 Bloa,` 102,1 on Daley Street.
Mr. Wolabornt
The Planning Department has examined the plot plan for conformance
with the Zoning Ordinance requirements which regulate parking lot
designo The plan proposes'seven parking spaces,, which conforms to
the Ordinance requirements. 'The soaces--arie-'all shown with the
proper maneuvering spaces and dimensions.
The parking space,in front of the four�-plex, however, is improperly
arranged, and should not be placed parallel to the street. In Its
p ' resent position Inadequate space would b*,available for a person
to maneuver the car In andout ftem the street. We vould,suggest
that this parking bay be located perpendicular to the street-l-ine.
An adequate planting area has been shown on the east and west sides
of'tho rear parking lot. However-, thee I
s planting bad* should be
lined with a permanent concrete curb,, and this, curb -should proceed
northward on a�radius to the -two rear lot corners* The planting
requirements for parking lots have been established in the Zoning
Ordinance to provide SM's sciee'n from adjoining properties. This
screening effdct� can be sohievedaither, by a fbur-fodt decorative
fence or -by evergreen shrubs having a mature height of from three
to four feet, These shrubs should be located close enough together
so that at maturity they form a solid hedge which will partially
obscure the view of the parking lot frpm adjoining properties.
The site plan submitted by your office is extremely well dones and
we wish to,compliment you on the detail and accuracy of this plan.
Mr, William F# Wolsbom
Page 2
November 25, 1968
WO request that You revise the plan to reflect the minor changes
noted in the above paragrapbj and we Ask that two copies of this
plan be submitted �to the Building and Planning Depart '
seats, If
you have any qu"tion 'about these comwnts, plea$* fool fzve to
call us. 9
Merlin Logan
City Planner
MLtjt
cc; Building Departmeatc.IX
CITY OF EDMONDS.
.250 - 5TH AVE. N. EDMONDS, WA 98020 (206).771-0220 FAX (20 6) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works Planning Parks and Recreation Engineering
8 9,0 c)
LAURA M. HALL
MAYOR
PETER E. HAHN
DIRECTOR
August 18, 1993, Second,Letter'Sent
October 4, 1993,
Will Allow 60 Days
..Sharon Ellington #1
611 Daley Street
Edmonds, WA 98020
Dear Resident:
The City of Edmonds Sewer Section has determined that'yqur roof and or
floor drains currently are connected to our sanitary sewe . r main. A
smoke' and dye t,est.was done to identify any connections -(see attached,
map).
It is my responsibility to inform you that no connection to the
sanitary sewer shall be allowed * that would pick u torni or rain water
(per City Development'Code 18.10.020, Section %"�.s This area is in
violation of this code and must be corrected. This must be completed
within 60 days from date of receipt of this letter. Enclosed.are
drawings for.your information to assist you in correctingthis tie-in.
If you have'any quest'ions, please contactIme or Everett AkaO at.
771-0235, extension 349.-
Sincerely,
Ron Holland
Water/Sewe.r Supervisor
Attachme"lits
611DALEY/TXTSEWER
:0 In(;orporated August 11, 1890
Sister Cities International — Hekinan, Japan
qA 4A FA
UA
xxx
W Nn 4n
coo
an !! a
C4
C4 v
! v
A A
C4 (411M
'3.
w
dFAW
I
4k.. �
� Ave
120F ORAW!
KVWELL ��LoT-1
cur ?,Pa
I Avp aeow va"T W^T-Ct-
ro 'PotywaL. 14 115 IS SIAJIOLI
A ROLZ IrILL15P:Wll-H 67KAVE-L
7 ALI-ERNATE-:-
cemcw ow-4 vgmtv..
ACID 04MV MP
DRAIN TIPE To ALTC"ArF'
7
k-,- VCYWELL Wirtl
c3p,hvEL
cor Ape,
I
CUT PRAW F1 PC
2. OFMEN-r 01/CIZ DRA14
KUM WAT-Cf-'TC> SrORM
cxr elec
WATE-e- strm
-ro 9AM I TA41
No-rc-: Av- Woev- w -rt)aLac- "%jr-
Olr-WAY -rO 15HE7 PO#Je
Mir
. ..........
WwE7*-p- -H6L`F!!�oLo-r,M'
"pev r UN15
q
*Z KE13AA)
&,COL. Cujc#5.,cvr
Tw WATEV- IF$-4DM
lA/C#f P PC
CA.)P43 !�l 0 E-WALW-
NEW. F1,0415 15 6OKSTAU6rlFD rjmp�r-- 5,r>ewAjj,
Mg -rHKU CUO-6. - NO-rE: A" waar-- . 'Pooj sr - I #I,%
ItAmir F-6qvll2jeo,
2. w'Arrrz-
WHE-9,6 l"r 'KOAJS -ro*CAT-cH -5h5jW*C>0-'c>-n-teR-
Y0 MAYJ Ir YOO IVEei2. To AAJ r-AlQ1Afe;�r--R1,v
rllzm ro Z)cv/$6- FZAIV rol<yozl. Lcox 0,0
;Tg/o 1W."041-5 &V x'4-,5.r4,.vv4'.
I J�ao. INC
f?-4 4411V Z34tZ3 �A)/- ?I 'FA000111IOVS
77,P --zr/c/
il oq _<So. -rvc
7;4
V,
'v
CIVIC CENTER
A
250 FIFTH AvE. N
Fire Department
Jack Cooper, Chief
Mr. and Mrs. Peter Salamonsen
19402 68th Avenue West
Lynnwood, Washington 98036
Dear Sir:
CITY OF EDIMONDS
Snohomish County, Washington
October 16, 1967
Re: Proposed Apartment (11
Units)
21st Avenue South
PROSPECT 6-110-7
Preliminary plan check of the above proposed building in-
dicates fire protection facilities are required as follows:
1) 2;A rated fire extinguisher to be located in center
stairwall..Must be protected from freezing.
2) 10 pound dry chemical extinguisher to be provided in
washer -drier area.
3) 2;A rated fire extinguisher to be provided for stor-
age area,
Items 2 and -3 above may be combined by using a 10 pound ABC
type dry chemical. This will be mounted in the Utility area
The extinguisher in the central stairwell may not be used
for protection of the utility area due to the distance in-
volved plus a differential in fire classification.
Please call,this department if further infoumati--op is desired.
Sincerely,
Ralph H. Klein
Assistant Fire Chief
Edmonds Fire Department
cc:bldlg dept
encl 1
CIVIC CENTER
250 FIFTH AVE. N.
PROSPECT 6-1107
CITY OF EDMONDSf
Mr. Harve Harrison
406 Main Street
Edmonds, Washington 98020
Harve:
Snohomish County, Washington
October 131, 1967
Re: Eleven Unit Apartment for
Mr. & Mrs. Peter Salamonsen at
21st Ave. So., Edmonds
It is requested that the following changes be made on the proposed
plot plan:
1. Parking spaces should be 91 x 201 when in perpendicular arrange-
ment. Spaces should be 81 x 231 when in parallel arrangement.
Spaces numbered 4 through 7 shall be 231 long. MIR -
2. The site contains adequate'space to move the building 5 ft.
3.
4.
south, creating a 10t wide side yard benefiting bedroom areas.
Parking spaces numbered 1, 2, and 3 shall be relocated. Number
1 may be located west of the corner court. Numbers 2 and 3 may
be located on the south end of the main parking area. Only 17
spaces are required for 11 units.
The 10-foot side yard on the north, the front yard, and proposed
planting areas shown on the preliminary plan dated 27 Sept. 66,
shall be landscaped with lawn, ground cover, or shrubbery.
Merlin Logan
Edmonds City Planner
ML:jt
cc: W. J. Slabaugh, Building Official
Leif Larson, City Engineer
THE EDMONDS ZONING ORDINANCE contains a number of general provisions
for the development of property within the City. These provisions
explain such improvements as off-street parking, landscaping, traffic
control devices, sight screening, night lighting, and so forth. In
order to assist architects, de,§igner�, and d ' evelopers in drawing up
plans for building permits, the following important provisions have
beet extracted from pages 48, 49, and 56 of 'the Ordinance:
Section 12.14.020 H:
1. All traffic control devices such as parking stripes
designating car stalls, directional arrows or signs,
bull rails, curbs, and other developments, shall be
installed and completed as shown on the approved plans.
Hard -surfaced parking areas shall use paint or similar
devices to delineate car stalls and directional arrows.
Gravel parking areas shall use wood or concrete bull
rails or wheelstops and posted signs to delineate car
stalls and direction of traffic. Where pedestrian
walks are used in parking lots for the use of foot
traffic only, they shall be curbed, or raised six
inches above the lot surface. All driveways, off-street
parking areas and public off-street areas immediately
adjacent to a service driveway which leads to a hard -
surface public street shall be hard -surfaced with a
minimum of two inches of asphaltic concrete, and for a
driving distance of at least 50 feet from said service
driveways;
2. Minimum dimensions of off-street parking areas shall
be not less than as shown on Figure 1, Minimum Parking
Lot Requirements;
3. Landscaping shall be included as a part of lot design
and shall include tree and shrub plantings within and
around the parking area at approximately 70 feet on
center each way;
4. Screening in the form of walls, architectural fences,
or dense coniferous hedges shall be erected or planted
and maintained to a height of not less than five feet
nor more than six feet, where the parking lot has a
common boundary with any 11R" classified property.
MINIMUM PARKING LOT REQUIREMENTS
MEMNON=*.
3.
lz j ol
cc
comommm
J
w
EL L J
-0 J
�STOP
WHEEL STOP
WIDE PAINT
STRIPE
7
PARALLEL
.PERPENDICULAR
RKING
ANGLE PARKING. -PARKING "i -4RAVEL PA CLiARA"N'CES
TWO: WAY'. TRAFFIC
'K
.1
b
a
I b I
c
0 j
'_ I a'.'
- 'f.
I b'. ,
_C4 "
PARKING
ANGLE
PARKING
SECTION
WIDTH
PARKING
BANK
TRAFFIC
AISLE
CURB
LENGTH
CAR
STALL
NO
SECTIM
PARKING
SM,
0'
' 0.
36'_
6'
20'
93
35-
'56
-18'
20'
.14.8'
8.5'
40'i
14.5'
, .
40-
___r_
57
__F_
S.V
20'
13.2'.
&V '7F
07,15
45-
58'
13.5'
5 V
7-5.7
500
50'
19.5'
2 0'
11. V
.9.5'.
5T
16.5'
__i5_-
-COF
--i -0-
_2_07
_F0_4r
-8 _57
-5
T
600
60'
20'
20'
9.8'
.8.5'
-55'
17.W
650
60'
'o'
20 1
ID'
20'
9.7'
8Jf
56!
8�
_L
7WI
60':
2 04'
20'
9.6'
9-
5T
le.5'
90-1
64'
20
20
-24
9'
9'.
1
ONE -WAY TRAFFIC
b .
c'
- I- d -L
V
T
a
b .
C
d '
a
f
b'
C'
PARKING
ANGLE
PARKING
SECTION
WIDTH
PARKING
BANK
WIDTH
TRAFFIC
AISLE
WIDTH
CURB
LENGTH
PER CAR
CAP
STALL
WIDTH
PARKIN
SECT .1=*G
WIDTH
WIDTH
0-
2,W
j
2
23'
a'
35*
.48'
18'
12'.,
14h!
-i.5T-
41'
14.5'
40*
49'
1&5'-
12'
13.2'
1 ON
42'
15'
'45-
50
9
12
12V
8S
43'
15.5'
50'.
5 V
i-95'
'12
_T '11
8.5'
45'
16.5'
55-
53'
0
13'
10.4'
8.5'
48'
77.5_'
60*
55'
20'
15,
9. W
7T-5-'
50'
17.5'
650
57'
20'
17'
. 9.7'
6.8'
53'
_R
'18' -
70-
59'
i-O'
'19
9.6'
9F__
8.5
48 a FIG... I
ist 1qP1? 117-16-9
................... . ....... D rict 19,
"--�41,o
City of Edmonds --- Water Department
TAP CARD
Date.. ........ I ...................................
MeterNo .................... .......... Tap No .........................................
I Size .............................. Size ....................... .............. ..
Mfgrl Style
For.............................................................................
- .......................................................................................................................................
LotNo ........................................... Blk. No ....................................................
Add. ................................... ........ w ................................
Service Location-' .... ..... ............................
................................. .............................. ............................................
M2ter Location ...........
...................................................... ..............................
- .......................
Make Tap
Pressure............ ................. lbs. Test .................................... %
SendBills to .........................................................................................................
............................................... ..... .......... ...............................
Dateof Work ............. . .... ..........................................
...................... I .................. Foreman
Guar. Voucher No ........................................... $ ..........................................
Remarks: ..................................................................................................................
.............. ...........................................................................................................................
........................................ T ............................................................
.... S
........................................................ ........................... .
......................................................................................................................................
...........................................................................................................................................
...........................................................................................................................................
.........................................................................................................................................
OUTGOING Index .......... Reg ....... Route Bk ......... Stencil ...... Card ........
INCOMING Index .......... Reg ....... Route Bk ......... Stencil ...... Card ........
7 'terial Chargeable to Installation 7 - "ters
DESCRIPTION
RATE
AMOUNT
......
.. j1-f -
Meter ..........
............
.......
......
Meter io*k-*/-'�a4�?"
..............
..............
......... V6
...............
..........
Meter Plate ..... I .......................
..............
.. . .........
..........
.............
.........
Check Valve ..........................
..............
. . .........
..........
..............
'* .......
Pipe, Galv. Screw ..................
..............
.. . .........
..........
..........
..........
Nipples ....................................
...... .......
. . .........
..........
............
..........
Bushings ..................................
..............
.............
..........
............
..........
Plain Ells ................................
..............
............
..........
.......... —
I .........
St' Ells ....................................
... I ..........
............
..........
........ . ...
..............
.............
..............
...............
...............
..............
.............
..........
I .........
..........
.... 11 ....
...... ...
..........
..........
..........
Tees .........................................
......................................................
.....................................................
......................................................
......................................................
......................................... ............
......................................................
......................................................
...............
..............
..............
..............
...............
..............
..............
* ----- 11-11111I.-
............
.............
............
............
I ...........
...........
............
........ I
..........
.........
..........
..........
..........
...........
...........
....... *�*!
Material Chargeable to Taps Connected
NO. SIZE DESCRIPTION
RATE
AMO NT
..............
..........
Pipe, Black Screw ..................
.............
.............
.........
..............
..........
Pipe, Galv. Screw ..................
...............
.............
.........
..............
... -.j ...
�r ---
Lead Connections - ................
Curb Cocks ............................
..............
..............
.............
......
.........
.....
..
Corp. Cocks ...........................
..............
........
..............
........ -
Unions ....................................
......... ....
.............
........
...... ......
..........
Saddles ................................ ...
..............
............
. .......
...... .......
..........
Nionles ....................................
...............
.......... .
.........
.............
.........
Bushings ..................................
..............
............
..........
............
..........
Plain Ells ................................
............
.............
..........
.............
..........
Street Ells .......................... ...
.............
.............
..........
............
..........
Tees .........................................
..............
......... . .
..........
..............
.........
Curb Boxes ............................
..............
.............
..........
-- ...... .
....... -
S. 0. Extensions ....................
..............
............
. ........
............
..........
Gates ........................................
. .............
............
...........
Plugs, .......... ......
Couplings
..... ........
...............
............
....... V-%-.
..........
.............
..........
Gate Boxes ............................
...............
.............
........
..............
*--j .
7- ... zK
..........
..... zN -------------- I-
. ....
.......... Av" .
.................................................
...... ** ......
.... ..........
.............
........ X��
- - ---------
..............
..............
..............
.............
.............
..........
..........
I ..........
..........
..........
...........................................................
...........................................................
...........................................................
...........................................................
...........................................................
...... 4..�. .
..............
............ .
..............
..............
.... 277"'
. .
---
.............
............
.............
I . ........
. ........
..........
......
......
...............
..............
...............
..........
......... �
. ........
. ........
/A:-.
...........................................................
I ..........................................................
...........................................................
Hours Time —Day Men ........
Hours Time —Monthly Men ..
..............
..............
I .............
.......... ...
...............
............
............
............
-
.:.
..........
..........
..........
...............
..........
Hours Time —Auto ............ ...
..............
------- - ---
...............
..........
Superintendence ......................
Total ........ .........
--
----
SUBDIVISION SKETCH FOR: MRS. LUELLA SPARLING AND--P-EIE SALAMONSON-
15Q00--ME�e-r 'cil=The South 200.00 feet of the North 310.00 feet of the West 180.00 feet of the
South half of the West half of the Northeast quarter of the Northeast Quarter
(�zt 5th ST. S. E. Section 30, T27N, R4E, W.M. .-IF_><CaPrT
AuRust 23, 1967
Sca.le: 1 20. 00
F
1 -50, 3 C),
0 A K 10 t,l C)
0
V) Cf)
w
0
> Lj-
C\j
.4), 0 b
4
V; �- 01
N Q, (b 0C) 0/
Uj
Uj
8 th
P02T,
ST S.E. i�d
CD
E 0 V V-::� r-- 0 -7c)
0
0 :�j P L" L� U C, 0
0
30 0,
160,0'
.1 r-,Ot-� PtN > F-- 7
A
A
',File No. 3347A
fw�
CPA
AN