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21021 76TH AVE W
CITY OF EDMONDS
FOR INSPECTION CALL
PUBLIC WORKS DEPARJONT-. 775-2525 Ext. 220 Permit 11"!G0
SIDE SEWER PERMIT Issue Date
PERMIT MUST BE POSTED ON JOB SITE
A� A 0SI
l.' Addr .. 1-77777 =7,
ess of Constr uction
2. Property Legal DescriptiWn (include all, easements)
VIA BALLINGER
LW I S 19 10114-
3. Single Family Residence Multi -Family nf TTPi+-0
Commercial
4. Owner and/or Builder 1161yi(-� jV v_
5. Contractor & License No. / C UJ C..,)je__ c- <
6. Invasion into City Right -of -Way: No Yes t,-- (If Yes Right-of-
way Construction Permit Required - Call Dial Dig (342-5344) before
03 excavation).
E-4 7. Cross other private property: Yes No tol" Easement requited
attach legal description and county easement number.
READ THE FOLLOWING AND SIGN:
04
a. Property owners must obtain a permit to install side sewers on
their property. A licensed side sewer contractor must be employed to
construct side sewers in the*public' right-of-way.
b. The side sewer contractor assumes full reponsibility for each
installation for one year.
C. Commercial establishment requires a minimig4f 4 SH30-AU-14-CA-h (6")
side sewer line. E f. YOU D G
.To
d. side sewers may not be installed closer yijo hi es (30
to any structure.
e. Side sewer lines must be laid at a minimum grade. 0±'�-,2% (1.150)
and maximum grade of 100% (450). 0
f. No turn in side,s8wer greater than 45 (1/81bend) is 0 allowed
between cleanout. A117'90 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 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. Two (2) working
days noticerequired. // -, /// "; /led" - (. - ,! , �L, C
DATE:
I certify that I haVe read
and shall comply With the above
PERMIT FEE: DISAPPROVED BY: Date:
By: Date:
CONNECTION FEE:
APPROVED By��� Date:
0
PERMIT MUST BE POSTED ON JOB SITE
Consi. C.B.No.2 Type 16
0 41
Top 427.5C
4 Inv. 420.38
EXIST �51 >r= t,
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LIFT STATION
,— — -N,
Fin. Fl.
El. 427.0
Fin. Fl.
El. 425.0
P L.A N
Scole I =. 2 0'
0 0
4L-
Inv. 420. 38
A/ 39'/9'-?0"--j._
'1 3 ?' Wehealk� PIPE Lpsc/ Z
A�
Const. 51 L.F. —A I ain
��ei 716 Cs
Storm Sewe� at 5.6t %
1/1,fz -d
r8
CE, PH 14o.1' Type
3 P 416.6
Top427,0 In v-e, 4 f. (P.25
17
41 1
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/,\O
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et
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M NM (/E A5pi Pork;vig Lot
Trench
Fin. F1
E
El. 425.0 Top 1119.0
Iriv. 4 15.2 5
V/
C4.Y OF EDMONDS ENGINEERING DE T.
ji
Examined by—krr--,M-�
Con St. -,. Es. N o.3 I ype 15
Top 424.0
Inv. 4 2 1.00
Solid L id iover Ladd or
El 427 0
A
CaU ;- - -
Remarks
PL AN
Scale 1" 20'
Solid Lid )over Ladder
El. 427. 0
A -A�
/I Zt
2k 11A�-- --�— IAtV
t
—TI
Maintenance Ladder
a Chain
Elev. 4 2 4.0
Bench
Top of
Cascade Oil Restrictor
Mod. OR 8 or Equal
48
APPROV
b
if 4 Mil. Visqueen
E 1. 417.50
I bed
A under planter
heet s'. of 4 Mil.
r
N
X.
,r ovel,".
2 1/4"Ori f ice
i. Perforated
).5 %
0
C. B. M.H. No.
I..W/Orif ice
SCALE 1"
2'
Revised Gravel
Trench Location 10/11 78 By AR M
ai S c . ole 1 20,
Asph a It In parking area only
till /I////
Yz
�\N
N
Compacted./:7
Back f i 11
3/4" Min. Washed Gravel-
17
Li Ill
Wrap one shoots of 4 Mil. Visqueen
0509 :7-
all around gravel bad under
tt(
U.phalt are a , and under planter
/4
areas lay two sheets of 4 Mil.
ED
Visqueen over gravel
00*
00
0
lit
12" Helical 14 Go. Perforated
Alum. Pipe at 0.5 %
Varies To 0
1-0
GRAVEL DETENTION TRENCH DETAIL
SCALE 1 2
i4y."o�
0 . LE,
. STREET F
DATE:"on
MEMO TO: Building Division
. Community Development Department
FROM; Engineering Division
Public Works Department
SUBJECT:. 15
/& H AFM X L 12 n P *x A4 77/Ar W06D5
After review of the subject building permit application, we have
the following comments:
f3)e A ,5 C 14 5 q I Ad r, Y 774 V 1.5 / OA4--
TREET
FLE
Rea., WMUW" INC. ENGINEERS *-SURVEYORS PLANNERS
324 Main Street 0 Edmonds, Washington 98020 e (206) 775-3434
October 5, 1978
File No. 7133
10/
STORM DRAIN RETENTION CALCULATIONS
'FOR
TOM ARCHEY CONDOMINIUMS
.EDMONDS, WASHINGTON
NA
The Yrjanainen and Warren Method is used to calculate the required site
retention and flow.
Existing Site Condition
Existing -site Is flat to gently rolling with a slope of 3 percent In an
easterly direction. One house exists on the property with accompanying
lawns and trees... The general soi]_Aype_is Alderwood__gravelly loam.
'Area =--0.87 acre's--i
Undeveloped Runoff Calculations
Longest distance to discharge point - 313 ft.+-
With the existing house this gives 1.1 DU/GA with a runoff coefficient
CEx " 0.30.
Overland flow velocity at 3 percent slope - 1.3 ft./sec. from "short grass
pasture and lawns curve."
Time to Concentration Tc = L/(V)(60) + 10 min. - 313/0-3)(60) + 10 - 14.0 min.
Intensity = I - 1.35 in./hr. at 10 year storm frequency (Seattle Curve)
Q undeveloped - CIA - (0.30)(1.35)(o.87) 0.35 cfs Q allowable
Developed kunoff.Calculations
Future combined coefficient
Roofs = 0.21 Ac. @ C = 0.90
Pavement 0.26 Ac. @ C = 0.85
Gardens and Lawn 0.40 Ac. @ C - 0.15
CF 0.21(0.90) + 0.26(o.85) + 0.40(o.15)
0.97
QO Allowable Outflow 0.35 0. 75 cfs/acre
Acreage x Future Runoff Coef. 0.87(0.54)
MUNICIPAL ENGINEERING * WATER SUPPLY WASTE TREATMENT SURVEYS & CADASTRAL ENGINEERING
AIRPORT PLANNING & DESIGN MARINAS PORT & INDUSTRIAL DEVELOPMENT 9 FEASIBILITY STUDIES
Storm Drain Retention Calculations for
Tom Archey Condominiums (Cont.):
October 5, 1978
Fi'le No. 7133
Assume orifice outlet condition exists.
T = -25 + 177ffrQo -25 + JFI�762�/075 23.47 min.
Vs 2820 T 40' LT 2820(23.47) 40(0.75)(23.47) 661 ft.3/Ac. C
T + 25 23.47 + 2r
VTotal Vs x Acreage x Runoff Coefficient 661(.87)(.54) 311 ft.3
Size Orifice
Using the orifice"'dquation Q cdA 7rij'h Q allowable 0.35 cfs
Solving for A Q 0-35- 0.0266 ft. 2 Assume h 7 ft.
-'� c y
-fg- F 0. 92 YJ97.7-7
Use 2-1/411 orifice 0.0276 ft.2
Therefore 'will ch ang e; solving for h 9 0.35 )2 /64.4
T_
(+c) / � O.M )(0..0276
--6-496--f t. use 6-5-f-t—
Sizing the Detention System
Storage �equlred - 311 ft.3-.,,
1211 0 p I pe - 0. 7854 f t. 3/1 f
8" 0 pipe - 0.3491 ft.3/If
Catch basin manhole Type 2 12-57 ft.3/ft. height
Catch basin Type 16 - 5.78 7t.3/f�t. height
3/ft.'height
Catch basIn Type 15 - 3.97 ft
- 0.35 percent void
Washed gravel b6d
jr Catch basin No.'I,.Type 2 = 81-70 ftl L---
0* Construct 51 If.8'.' helical 16 ga. aluminum storm sewer 17.80 ft,.3 ocy
.\ L
0 Catch basin No. 2, type 16 - 20.92 ft.�
Construct 64 If 1211 helical 14,ga. aluminum storm sewer - 50.3 ft.3/
Catch basin No. 3, Type 15 - 11.91
Construct 60 J.f.,12" helical*perforated 14 ga.aluminum storm sewer is 2.5 x 2' ft.
washed gravel bed ='135.3 ft.3 v, L/ 1 -3
Total.volume provided =317."9 ft.3 > 311.0 ft.3,therefore, o.k'. -----
'Soo
11 1 .
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BVILDING DEPARMim
Applicant Fill
USE
ZONE UmooR4`
T
PERMIT APPLICATION
Inside Heavy Lines
JOB
ADDRESS
NAME (OR NAME OF BUSINESS)
�11N_Gg CA&N�IPERS
LEGAL LOT
YES 0 NO
P T
SUBDIVISION NO.
M I L
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Cg.n . ROX -NUMBER
PUBLIC RIGHT OF WAY PER ORDINANCE NO,
RnTwr:i i.,.- WASH
EXISTING RIGHT OF WAY 6.w&r75
PROPOSED RIGHT OF WAY L,-�
NAME
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nAVIn I --UNDEREATHER
DEFICIENCY OF RIGHT OF WAY
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ADDRESS
STREET/UTILITY WORK REQUIRED wYES 0 NO
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9ni 5T AVE. Sn-
PERMIT FOR WORK IN PUBLIC R/W VO Y ES 0 No
0:
0
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CITY
ITELEPHONE NUMBER
X
UNDERGROUND WIRING REQUIRED 111111YES ONO
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WASH -
M-9396
CONNECTION TO SANITARY SE WER wyes ONO
NAME
SEPTIC TANK PERMIT REQUIRED OVES NO
BUILDERS
SEPTIC TANK PERMIT NO.
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A ICSOM
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925
SEE MEMO DATED
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P.o. Rox
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CITY
TELEPHONE NUMBER
REMARKS
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WASH,
487-241-1
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NSE NUMBER
CITY LICENSE NUMBER
CHECKED BY
.4no-470
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Legal Description of Property (Show Below or Attach Four Copies)
M ER SIZE
13UILDING SUPPLY SIZE
9 4
LOT BLOCK
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REMARKS
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SEATTLf HEIGM
SIGN AREA
ENV. REVIEW
ADI3 NO.
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DIVISION NLVBER 4
ALLOWED PROPOSED
COMPLET] EXEMPT
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SHORELINE
REMARKS
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JDATEVARIANCE OR CU PLANNING REVIEW BY
YARDS I FRONT LOT COVERAGE
/5' /40 SIDE P,&I*REAR 1
7 NEW RESIDENTIAL GAS
1:1
-
FIRE ZONE
OF CONSTRUCTION
HEIGHT
LINE
NON-RESIDENTIAL [:] SIGN
ITYPE ICODE
ADD
E] DEMOLISH RETAINING
DWALL
SPECIAL INSPECTOR
REQUIRED
AREA
OCCUPANCY
OCCUPANT
ALTER EXCAVATE FENCE
OR FILL X—Fr)
YES N 0
I
GROUP
I
LOAD
PLAN CHECKED BY— THIS SIT E IS LOCATED IN THE CITY
OF
E]
REPAIR PRE -MOVE swim
INSP. POOL
EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
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NUMBER OF STORIES
NUMBER OF
REMARKS
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3
DWELLING
UNITS 6
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NATURE OF WORK TO BE DONE
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CONSTRUCT CONDLUINIUM UNITS,,
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0--FOUNDATION
ONLY.
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PROPOSED USE
PLAN CHECK FEE
VALUATION
FEE
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PLOT PLAN IINDICATE BUILD-ING SETBACKS,
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"Applicant, on behalf of his or her spouse, heirs, assigns and
5IGN
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successors in interest, agrees to indemnify, defend and hold harmless
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tile City of Edmonds, Washington, its otTicials, employees, and
RETAINING WALL
agents from any and all claims for damages of whatever nature,
0
SWIMMING POOL
I
arlsing directly or indirectly from the issuance of this permit. Issu-
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all,,* -d' 1161 ?,!.rfllit S11:111 lit"t !,�� dccnied to modify, waivc or reduce
L -A
0 FBUI.LDING DEPARTMENT
UL D
PERMIT APPLICATION
N M (OR NAME OF BUSINESS)
A E I
RES-COM BUILDERS
M [LING ADDRESS
A
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C TY
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3: P.O. BOX 925
CITY IT
DAVID L. KIN
ADDRESS
201 5T.H AVE,
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NAME
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2 SEATTLE HEIGHTS
L DIVISION NUMBER
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Applicant Fill
Inside Heavy Lines
USE PERMIT
ZONE NUMBER
JOB
ADDRESS
r7&
LEGAL LOT
?YES ONO I
PLAT NAME
Y
SUBDIVISION NO.
—
PU13LIC RIGHT OF WAY PER OROINANC;E ZN.
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
DEFICIENCY OF RIGHT OF WAY
ELEPHONE NUMBER
487-2411
STREET/UTILITY WORK REQUIRED MYFS ONO
PERMIT FOR WORK IN PUBLIC RjW *YES C3 NO
UNDERGROUND WIRING REQUIRED *YES 0 N c,
CONNECTION TO SANITARY SEWER I# Y ES ONO
SEPTIC TANK PERMI I T REQUIRED 0 Y ES 4NO
SEPTIC TANK PERMIT NO.
ELEPHONE NUMBER
ZZS_q�q�
SEE MEMO DATED 10- Ick- I b
REMARKS
ELEPHONE NUMBER
4R7-?411
CHECKED BY
11 =I III ml
]PPI V qI7F
ITY LICENSE NUMBER
Below or Attach Four Copi
SIGN AREA ENV. EVIEW ADB NO.
ALLOWED PROPOSED COMPLETE EXEMPT
SHORELINE
REMARKS
VARIANCE OR CU PLANNING REVIEW By DATE
YARDS LOT COVERAGE
GAS 15' .1 FRONT . /,0 SIDE ;? 0 'REARI
M NEW 1z RESIDENTIAL 10 1 INE FIRE ZONE — TYPE OF CONSTRUCTION ICODE 1HEIGH7
NO'N-RESIDENTIAL
SIGN
L-T
EJADD
ALTER
DEMOLISH
EXCAVATE
OR FILL
RETAINING
WALL
FENCE
SPECIAL INSPECT05i
REQUIRED
0 YES N 0
AR
PLAN CI
REPAIR
R
PRE -MOVE
INSP.
swim
POOL
REMARKS
Z NUMBER OF STORIES
0
3
NUMBER OF
DWELLING
1 UNITS
4
NATURE OF WORK TO BE.DONE
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CONSTRUCT CONDOMINIUM IINITSA
Fnl INTAI TON
QN1 Y.
LAN CHECK FEE
PLOT PLAN (INDICATE BUILDING SETBACKS.
ABUTTING STREETS) BUILDING
'PLUMBING
SEE DRAWINGS.
m MECHANICAL
0
11FENCE
311.
1, IGN
In "Applicant, on behalf of his or her spouse, heirs, assigns and
W
_j successors in interest, agrees to indeninify, defend and hold harmless
2 the City of Edmonds, Washington, its officials, employees, and RETAINING WALL
< wents from any and all claims for darnages of whatever nature,
i-11ance -if thk Issu. SWIMMING POOL
k IOCCUPANCY OCCUPANT
GROUP I LOAD
THIS SITE IS LOCATED IN THE CITY
OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
VALUATION I FEE
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BUILDING DEPARTWW ZONE 1M`B
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Applicant Fill
PERMIT APPLICATION Inside Heavy Lines
JOB
NAME (OR NAME OF BUSINESS) ADDRESS
7 6 64.,t
,140
RES-CON BUILDERS LEGAL LOT PLAT NAME SUDDIVISION NO.
WAILING ADDRESS V` ES E
W - — ]NO
3z P.O. BOX 925
0 PUBLIC RIGHT OF WAY PER ORDINANCE NO.
CITY TELEPHONE NUMBER
EXISTING RIGHT OF WAY
'!,,-.ASH.
BO-MOL 4G)7-2411
PROPOSED RIGHT OF WAY
DAVID L. I(IMERFATHE", DEFICIENCY OF RIGHT OF WAY C)
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W
I.-
ADDRESS
STREET/UTILITY WORK REQUIRED %j Yes 0 No
%
2H5TH AVE. SO$
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PERMIT FOR WORK IN PUBLIC R/W "Yes ONO
3:
CITY
P HONE NUMBER
M
UNDERGROUND WIRING REQUIRED fo Y Es Cl NO
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Eff-DOS, IVASH.
JL
CONNECTION TO SANITARY SEWER ayes ONO
SEPT:C TANK PERM:T REQUIRED OVES [1*NO
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NAME
BUILDERS
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SEPT C TANK PERM T NO
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ADDRESS
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P.O. RX 925
SEE MEMO DATED
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CITY
TELEPHONE NUMBER
REMARKS
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BOTI-EL !ASH.
427-2411
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STATE LICENSE NUMBER
CITY LICENSE NUMBER
CHECKED BY
400
Legal Description of Property (Show Below or Attach Four Copies)
METER SIZE
BUILDING.SUPPLY SIZE
LOT 9 BLOCK 4
EMARKS
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0
SEATILE EIGHTS
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IL
-
SIGN AREA
ENV. REVIEW
ADD NO.
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DIVISION �AUNDER 4
ALLOWED PROPOSED
COMPLET EXEMPT
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SHORELINE
REMARKS
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VARIANCE OR CU
NNING REVIEW 13Y
DATE
YARDS
FRONT SIDE 'rREAR
LOT COVERAGE
NEW GAS
RESIDENTIAL LINE
FIRE ZONE
TYPE OF CONSTRUCTION jCO.I[
HEIGH
ADD NON-RESIDENTIAL E] SIGN
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DEMOLISH RETAINING
11 WALL
ECIAL INSPECTOR
REQUIRED
AREA
OCCUPANCY OCCUPANT
El ALTER EXCAVATE FENCE
OR FILL, I— x—FT)
13 YES 11 1
GROUP LOAD
1
PLAN CHECKED BY THI . S SITE IS LOCATED IN THE CITY
OF EDMONDS. LOCAL SALES
REPAIR PRE -MOVE swim
INSP. EIPOOL
TAX
SHOULD BE CODED 31.04.
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NUMBER OF STORIES,
NUMBER OF
REMARKS
DWELLING
3
UNITS
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NATURE OF WORK TO BE DONE
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C011,111SPIRUCT C011001"]INlLf-I UNITS
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PLAN CHECK FEE
VALUATION
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PROPOSED USE
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PLOT PLAN (INDICATE BUILDING SETBACKS,
ABUTTING STREETS)
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"Applicant, on behalf of his or her spouse, heirs, assigns and
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successors in interest, agrees to indemnify, defend and hold harmless
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the City of Edmonds, Washington, its officials, employees, and
RETAINING WALL
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agents from any and all claims for damages of whatever nature,
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SWIMMING POOL
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arising directly or indirectly from the issuance of this permit. Issu-
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ance of this perniit shall not be deemed to modify, waive or reduce
Iinol
C I T Y 0 F' E D 11 90 S
PUBLIC WORKS DEPARTMENT E1.4GINEERING DIVISION
PUBLIC VORKS ENVIRONMENTAL REVIEW
NAME 4- 2_ FILE
LOCATION: -
SUBDIVISION PLAT P.R.D. vl--IliL'.rIPLE COMMERCIAL
E
AN ENVIRONMENTAL REVTE14 OF THE PROPOSAL HAS BEEN COMPLETED
AND THE FOLLOWING DETERMINATIONS HAVE BEEN MADE:
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PREPARED BY: DATE:
XF
Date 0 - 19 -19
MEMO TO: Building Division
Community Developme'nt.Department
FROM.: Engineering Division
Public,Works Department
SUBJECT: ?.AC%PA 7ZL�M&Aum.- \A/I
After review of the subject building permit application, we have the
following comments:
t4r Coordination of the location of any structure with respect to
utilities, streets, property lines and driveway grades is the
responsibility of the contractor.
The contractor is required to ke.ep the abutting streets cleaned
of dirt and debris caused by the construction.'
The "Right -of -Way Construction Permit" is required, from the
Engineering Division of Public Works, for any work within the
Public Right -of -Way or public easement.
Driveway slope not to exceed 14%.
Connection to sanitary sewer required.
Septic Tank Permit required, submit design.
/-7 Fire hydrant required, submit design.
Site drainage per code #1924. See approved plans
T- . -F
/Y7 Curb /-7 Sidewalk Paving required.
7—
/-7 Bond required for public improvements. Submit cost estimate..
IW Underground wiring required.
7—
Approved Engineering Plans required when applicable.
1-7
ror Frhe Herzberg, P.E.
City Engineer
Department of Public Works
Rev. 7/78
0
Z
Z
Z
W
Date'
-Z 16 7-1 -1 L. A\le W.Address
Street Right -of -Way Existing REQD
Access Easements Existing nQD
Utility.Easement Existing
REQD
Lot per Subdivision Plat -_-5e a, Assessor ;1ap
Site Plan Checked for Accuracy
Underground Wiring Reqd.
Check Accuracy of Legal.Description
Envirorm-entally Sensitive. Area 1-40
Environmental Checklist Reqd..
Flood Hazard Zone
Shoreline Managment Area -T-A 0
Slope, Soil, Vegetation
Strearn, Creek, Drainage Basin 'NO
Existing Zoning Per Code'
QVAAL
Amenities Design Board Approval Reqd. `qe�� ADB # Approval
Board of Adjustment Approval Reqd. KV-)
Review Bv: Date: L 0
Existing Water Main Size
Water Main Reqd.
Service Line Reqd.
Hydrant Size Existing
Hydrant Reqd. Per Fire-C&
Detector CheckMbter Reqd.
Cross
Fire
U-C
Inspection
P,aktment Ca�nts
leter Charge Req4.
by:
pro
Septic Tank Permit Reqd.
Sanitary Sewer Availability
Drawing No.
Side Sewer Availabilit-vl
Sanitary
Fee Reqd.
Date:
Size
va-t:e:
'ermit
Fi ff
Date:
Open Ditch Existing__..,����..�Reqd.
3K 3r Ir mr 1w
Culvert. Reqd.
Size
gy.
Catch Basin lZe-qd.
Indicate on Site Plan,
0
Slioulder drainaj.;c nviimahi collection-a-i s,.4ale open runoff
U i-o 1*e -4c"q d.'
Indicate on Site Plan
Soil Coi -iditions and Ground I -later Field
Checked 4��
Roxrim?. by
Date, ei-4 OZE-
Street.Paving Rcqd.
Curb and Cutter Reqd.
Sidewalk Reqd.
Curb Cut for Drivew-ay Req(F
c4
Rioit-of-Ulay Construction Per�Tdt Reqd.
C-4:: &WIP,
Bond Reqd. for Public IiTprovcTmnts-2�
Street Nam, Si.j;n 1�eqd.
Other Sigiiiig Read.
Pre P.ern-Lit Site Inspection made on
0
F-4
BY: S Ell E R
14
WATER
S=T
ENGINEERING
Special Rcquirei-.,--,nts lisued in ma-w to CommniL-j Develop-ment Deparment:,
Building Division
BY Da te
0 All itears f illed in on Building Permit Application
0� 'BY Date...
Drawirq;s Stanu)cd and, Uotations. 1,1-ide
BY Da*te
Approved by Public '%..'L)rks Deparvim.nt
Revi-Sed: IV 10-1977
0
Z
Z
Z
Date -
—ZI OZ�� --7 (��AVE_WAddress
Street Right -of -Way Existing REQD
Access. Easements, Existing -T-4C2qy=_
Utility Easement Existing T-A Or-A"F— REQD
Lot per Subdivision Plat -ZeA, JIM Assessor.Map.
Site Plan Checked for Accuracy
Underground Wiring Reqd.
Check Accuracy 'of Legal D&sciiption
Environmentally Se�hsitive Area 'r4Q
Environmental Checklist Reqd..
Flood Hazard Zone
Shoreline Management Area 140
Slope, Soil, Vegetation
Stream, Creek, Drainage Basin
Existing 2oning Per, Code
Amenities Design Board Approval Reqd.- t;S ADB # Approval
Board of Adjustment Approval Reqd.
Review By: Date-:'. 1(3
Existing Water IMain Size
Water Main Reqd.
Service Line Reqd.
Hydrant Size Existing
Hydrant Reqd. Per Fire Code
Size
Detector Check Meter Reqd.
Cross Connection Inspection--,--_�--�
Fire Department
Water Metef-C-hafge Reqd.
,Kevie�--Y-by: Date:
beptic -1:=c oesign i�pproveci
Septic Tank Permit Reqd.
Sanitary Sewer Availability
Drawing No.
Side Sewer Availabili-tv
Sanitary Sewer-Com--6ction Fee Reqd.
Review Bv,:,-��
Permit No.
i -
Open'Ditch Existing-.
Culvert Reqd. Aga Size
c4 Catch Basin Reqd. Indicate on Site Plan
.0 Shoulder drainag, miintaii-t collection on si,7ale open runoff
-diole rcqd.
Indicate on Site Plan
cu
7
Soil Conditions and Gromd Wacer Fiuld Checked
P0"iC-.'7 by Da te �71AO
IN 1111 IIWII%f
w Aese
Street Paving Rcqd.
Curb and Cutter Reqd..
Sidewalk Rcqd.
41
C�rb Cu t' for Dri%reway Reqd.
Right -of -Way Construction Perindt Reqd.
Bond Reqd. for Publlc-lmroveu�cnts
IStreet Narae Sign Reqd.
Ocher SiV-iing Read.
Pre Permit Site Inspection m-ide on
0
BY:. S El �.T- R
WATER
STREET
TEE
ENIGIN - PJN�G
Special Requirea-kinLs listed in n,= to Con. iamity Developmcnt DeparUwnt,
BUilding Division
Ily
Da te
o All iters tilled in on Building Permit Application
P� 13Y ate
_D,
Drawings.Stanned and Notations �1-ide
BY —Darte
Approved by Ptiblic 'Porks Dmartinent
1�0vi-SCd: I-V 10-1977
. W
OOMICMRKS DEPAYMMU CHE
BdMING PMUT wm**
RE
Date
Z-1 OF- S* 7 0"'Ae Address
Street Right -of -Way Existing C c-- Ile, REQD
Access Easements Existing
Utility Ease men t Existing -IMQD
Lot per Subdivision, Plat C) Assessor Map
Site Plan Checked for Accuracy*
Z t7/1
Underground Wiring Reqd�,
Check Accuracy a.1-Legal"'Description 1 "/11/7
Eqvironmentally Sem�itive Area 1-40
-;4 Environmental Checklist Reqd.,
Flood Hazard Zone
Shoreline Management Area 1-4 0-
%
Z Slope, Soil, Vegetation
Stream,,Creek, Drainage Basin
Existing"Zoning Per Code...
Approval
Anmities Design Board Approval Reqd..,-.-' ADB #
Board-of.Adjustment Approval Reqd. INI
Review By:- .�'Date:
Existing Water Main Size
Water Main Reqd.
Service Line Reqd.
AZ&-
wv Hydrant Size Existing
Hydrant Reqd. Per Fire Code
-eC
Detector Check M4ter-R64d.
�e —�S i z �e—
Cross ConnecCion Inspection
Fire Department Cannents
Watet/Meter Charge Reqd.
I,Re,�iew by: Date:
tic
te:
Septic Tank Pe rmit Reqd. Permit No.
Sanitary Sewer Availability Proj.
Drawing No.
Side Sewer Availability
W Sanitary Sewer Connecti- -Fde Reqd.
(P I Revim-7 By: --1
File No
Date:
4
4
4
a
Open. � Di ' tch Existing. Reqd.
Culvert Reqd.
Size
Catch Basin Reqd. Indicate on Site Plan
Shoulder dra�nagc nnintain collection on swale open. runoff
-'.h-diole rcqd. Indicate on Site Plan
Soil Conditions and Ground Water Field Checked Z7
R e \ ri c-.,? b -1b t
OaStreet Paving Reqd.
E-
Curb and Cutter Reqd.
.14
Sidewalk Reqd.
'Curb Cut f . or Driveway Reqd.-
r4 Rio -it -of -Way Construction Permit Reqd.
Bond Reqd. for Public, I-n-proverwnts
Street Na-me Sign Reqd.
Other Siviing, -Reqd.
Pre Permit Site Inspect:ion m.de on
BY: SEIIER
U
1!2 WATER.
LO
21
- STREET
ENIGINIEEPMJ
;7 w 3K Ir 1K W. la ME- �..:w
-iLs -iicy Dovel6pnXint Departmient,
Special Requ-ircia�i isted in moj7o to Cormu
BLLilcLing Divisloll
BY Date
o All iteirs filled in on Building Permit Application
BY - Date
Drawh-q;s Stanncd and Notations 1.1-ide
BY Wte
KIIAppro-16d hy Nblic 1%.7orks Departimnt:
J�J-'Viscd: 1v 10-1977
- CITY OF EDMONDS
PUBLIC WORKS DEPART 0 T FOR INSPECTION CALL 0 Permit Me.
775-2525 Ext. 220 Issue Date
SIDE SEWER PERMIT
I * PERMIT MUST BE POSTED ON JOB SITE *
770r'MrwwMr3WWr'3W3
l.. Address of nstruction
2. Property Legal Description
(i.nclude all, easements)
'j, k
"'-JJ3. Single Family Residence Multi -Family No. of Units
Commercial
4. Owner and/or Builder 5'A-)C- 1A CAN.
NU 5 - Contractor & License No. TION
6. Invasion into City Right -of -Way: No Yes (If Yes Rig—ht-'-of-
way Construction Permit Required - Call Dial Dig (342-5344) before
excavation).
E-4 7. Cross other private property: Yes No Easement required -
U attach legal description and county easement number.
READ THE FOLLOWING AND SIGN:
P4
a. Property owners must obtain a permit to install side sewers on
>4 their property. A licensed side sewer contractor must be employed to
construct side sewers in the publici right-of-way.
b. The side sewer contractor assumes full reponsibility for each
installation for one year.
C. Commercial establishment requires a minimum of a six inch (6")
P4
X: side sewer line.
0 d. Side sewers may not be installed closer than thirty inches (30")
to any structure.
0
9Q e. Side sewer lines must be laid at a minimum grade. of 2% (1.15
0 and maximum grade of 100% (450). 0
f. No turn in side s8wer greater than 45 (1/8 bend) is 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 ri ght-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 hoFurs only. Two (2) working
days notice required. t'
_A&
DATE: _s--// Az -
I ce"rtify thAt/I have�' read
and shall comply with the above
'IV
PERMIT FEE:, q n. -0-0—
'10
C NNECTION FEE:
P4
0
PERMIT MI
DISAPPROVED BY: Date:
By: Date:
APPROVED By Date:
T BE POSTED ON JOB SITE
GER
-13
A
N
Side Sewer Drawing
The City of Edmonds
EASEMENT -NO' . ......................
NEW CONSTRUCTION REPAIRS
LID NO .......... . ........ ASMT. NO.-�
..................
OWNER
.,M-.,$ ....................................... CONTRACTOR ...
........ ............................ PERMIT NO.
JOB ADDRESS .......... ..... LEGAL DESCRIPTION: LOT NO . ............................ : ---------- BLOCK NO,-
............ .................. ..................
............. :�� . ..... . . ....
NAME OF ADDITION ...........................
............ ...... . ....... .....................................
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81d
r�,
B I d3,
Q-, V- 0 LA- P
PWW-OWl-11/75 (REV.111781
tE!*— 6 "/ 1,ilc-
-V, IN
Approved:
TNAIM
Ps/ c—
CITY OF EDMONDS
ASSANFORMATION SHEET
2"NEW
ADDITION
RETIREMENT
ALEASSET NO.
ADDITION TO ASSET NO. I
I f-Lope4v d
M QJN Q -;i
DESCRIPTION
SERIAL NO.
LOCATION DEPT. Np,
-�2 /0 jl��7z>
"PURCHASE ORDER NO. -
PURCHASE ORDER DATE
COST
B.A.R.S. ACCOUNT NO.
ESTIMATED LIFE
*PROJECTNUMBER
PROJECT COMPLETION DATE �e�
COST
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
FXII-'-
PRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT -
0 G.L. ENTRY
REFERENCE
DATE
'gz�d
VERIFIED BY
PROCESSED
BATCH NO.
INITIAL
ttnp
DEPARTMENT FILE
V
110ME.F, 4&c.
A SUBSIDIARY OF
Homes NORTHWEST. INC I
Dan Smith
Engineering Department
City of Edmonds
Edmonds, Washington 98020
re: The Woods Condominium
Dear Mr. Smith:
2 23-01 -H I -LL. I H - * 337L6
December 29, 1982
This letter will confirm our conversation of this date.
Hillis Homes, Inc. will perform the following work at the
Woods Condominium site by January 7, 1983:
1. Install two exterior iron railing's by units
9 and 13.
2. Remove two curb bumpers in parking space beside
Building 1.
Paint a white stripe around planter area in
front of garage to Unit 4.
It is my understanding that this letter will permit
the issuance of the occupancy permit for building number
3.
5��
2 /P
Very truly yours,
Edward Heavey
General Counsel
f826 S.E. EVERETT MALL WAY. EVERETT. WA 98204 (206) 355-4492 OR 622-8288 112r
'Y'
BUILDING DEPARTMENT Applicant Fill
. PERMIT APPLICATION Inside Heavy Lines
NAME (OR NAME OF BUSINESS)
z
3:
0
I-
U nAVTT) I- KINDERFATHER
W ADDRESS
t
1
901 5TH AVF - So
CITY TELEPHONE NUMBER
71
(r
0 A
U
It P.O. Box 925
X CITY TELEPHONE NUMBER
I'_
z
o BOTHELL, WASH. 487-2411
U STATE LICENSE NUMBER CITY LICENSE NUMBI
geription of Pr6'perty (Show Below or Attach Four Cop
9 BLOCK 4 ��
USE PERMI`rk'�a 0 U U4=
ZONE-20 __ C.,14 19UMBER
.) Oil
ADDRESS
I ;� / 0.�
LE�AL LOT
PLAT NAME
SUBDIVISION
NO.
YES El NO
PUBLIC RIGHT OF WAY PER ORDINANCE NO.
EXISTIN G RIGHT OF WAY
PROPOSED RIGHT OF WAY
DEFICIENCY OF RIGHT OF WAY
STREET/UTILITY WORK REQUIRED WYES
ONO
PERMIT FOR WORK IN PUBLIC R/W JOYES
0 NO
UNDERGROUND WIRING REQUIRED 10YES
ONO
CONNECTION TO SANITARY SEWER 11YES.
ONO
SEPTIC TANK PERMIT REQUIRED DYES
ONO
SEPTIC TANK PERMIT NO.
SEE MEMO DATED
REMARKS
r-4 0:!--
CHECKED BY
METER SIZE I BUILDING SUPPLY SIZE
(A
�c
It
0
3:
U
0:1 W
SIGN AREA
ENV. REVIEW
ADB NO.
U
III
DIVISION NUMBER 4
ALLOWED PROPOSED
COMPLETE EXEMPT
X
d4_1 -2g
SHORELINE #
W�
13
.I
REMARKS
W
J
ARIANCF OR CU
&LANNING REVIEW BY
DATE
YARDS
FRONT /0 SIDE X
LOT COVERAGE
I
NEW RESIDENTIAL GAS
LINE
FIRE ZONE
TYPE 0 CONSTRUCTION
CODE
HEIGHT
ADD NON-RESIDENTIAL SIGN
DEMOLISH RETAINING
WALL
SPECIAL INSPEETOR
REQUIRED
GROUP
OCCUPANT
ALT ER EXCAVATE FENCE
]AREA
0 YES NO
2�
JOCCUPANCY
LOAD
. OR FILL j_X F-r)
F
P LAN CHECKED BY THIS SITE IS LOCATED IN THE CITY
OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04'.
PRE -MOVE swim
D REPAIR [_� INSP. POOL
Z
NUMBER OF STORIE��;�NUMBER
OF
DWELLING
REMARKS I-
4:61Z r-00,,UOA-MAJ
0
3
UNITS 6
/5 z
f -W
NATURE OF WORK TO BE DONE
i
I
U
in
.
CONSTRUCT CONDMINIUM UNITSi
W
W
0
FOUNDATION ONLY.
PLAN CHECK FEE
VALUATION
FEE
PROPOSED USE
RESIDENTIAL
Z
W
PLOT PLAN (INDICATE BUILDING SETBACKS,
ABUTTING STREETS)
BUILDING
c7zj )-a
IL
U
in
0
J
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SEE DMW.I NGS.
PLUMBING
W
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0
MECHANICAL
FENCE
SIGN
Z
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Ul
in
"Applicant, on behalf of his or her spouse, heirs, assigns and
W
successors in interest, agrees to indeninify, defend and hold harmless
_j
2
the City of Edmonds, Washington, its officials, employees, and
RETAINING WALL
0
agents from any and all claims for damages of whatever nature,
I
arising directly or indirectly from the issuance of this permit. Issu-
SWIMMING POOL
5A f)
0
ance of this permit shall not be deenied to modify, waive or reduce
i-_,4dF, K 6 1AJ I— bFIL
J
0
any requirement of any city ordinance nor limit in any way the
City's ability to enforce any ordinance provision."
TOTAL AMOUNT DUE
I hereby acknowledge that I have read this application; that the in-
formation given is correct; and that I am the owner, or the duly author-
ATTENTION APPLICATION APPROVAL
ized agent of the owner. I agree to comply with city and state laws regu-
lating construction; and in doing the work authorized thereby, no person
will be employed in violation of the Labor Code of tile State of Washington
THIS PERMIT This application is not a permit
relating to Workmen's Compensation Insurance.
AUTHORIZES until signed by the Building Official or
NOTE: Permit Limit One Year(Except DEMOLITIONS and FILL
ONLY THE his Deputy; and fees are paid, and
PERMITS without conditional use permit, which shall be completed in 90
WORK NOTED receipt is acknowledged in space pro -
days; MOVED -IN BUILDINGS shall be completed in six months.)
vided.
I NSPECTION
PARTMENT DIRECTOR'S SIGNATURE
SIGN,A,rJRE (OWNER OR G NT)
DATE SIGNED
CITY OF
EDMONDS DATE
'FThis Permit covers work to he done on private property ONLY.
77.5-2525
Any construction on the, public domain icurbs, sidewalks, driveways,
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
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. U13C 364,306.
BUILDING DEPARTMM____
Applicant Fill
PERMIT, APPLICATION
lnsi.de Heavy Lines
NAME JOR NAME OF BUSINESS)
Ir
RES-CM BUILDERS
-A-AILING
w
ADDRESS
z
P.O. BOX 925
0
CITY
TELEPHONE NUMBER
TM
b ilaij �,,�,,IASH.
Ll 0`7-2411
NAME
DAVID L. K"IMEREATHE",
W
I-
ADDRESS
1
U
.2.11,5T-H AVE. SQ.
M
CITY --[TEIEPHONE
NUMBER
EMUS, 'VI'TASH.
775-93961
NAME
RES-M.".- BUILDERS
0
ADDRESS
U
BOYX 925
It
i;.O,
Cr
I-
CITY
TELEPHONE NUMBER
z
PjJ AELL,
4GO-7-2411
0
LICENSE NUMBER
CITY LICENSE NUMBER
ISTATE
4.�Oo �_�
-_ 4-70
.
Legal Descriptiori—of-Property (Show Below Or Attach Four Copies)
LOT 9 BLOCK If
z
SEATIE HEIGHTS
0
U
IA
DIVISION i'llUMER 4
�w
W
J
GAS
ENTIAL
NEW RESID LINE
NON-RESIDENTIAL SIGN
ADD
DEMOLIS14 RETAINING
WALL
ALTER EXCAVATE. FENCE
El OR FILL El (_ X111
REPAIR PRE -MOVE SWI'M
INSP. POOL
z
NUMBER OF STORIES
NUMBER OF
2
3
DWELLING
1
1-
UNITS
-5
NATURE OF WORK TO BE DONE
v.
MISR, UCT C010"UN11T] UNITS
0
-—POSED USE
RESIDEMPL
PLOT PLAN JINDICATE BUILDING SETBACKS,
ABUTTING STREETS)
U
W
�S.
0
A 'plicant, on behalf of his or her spouse, heirs, assigns and
p
W
-1
successors in interest, agrees to indemnify, defend and hold harmless
E
the City of Edmonds, Washington, its officials, employees, and
agents from any and all claims for dainages.of whatever natt. re,
T
arising directly or indirectly from the issuance of this . permit. Isu-
o
ance of this permit shall not be deemed to modify, waive or reduce
01
any requirement of any city ordinance nor limit in 'any way the
I
City's ability to enforce any ordinance provision."
I hereby acknowledge that I have read this application; that tile in" -
formation given is correct; and that I am the owner, or the duly author-
i zed agent of the owner. I agree to comply with city and state laws regu-
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
relating to Workmen's Compensation Insurance.
NOTE: Permit Limit One Year(E'xcept DEMOLITIONS and FILL
PERMITS without conditional use permit, which shall be completed in 90
days; MOVED -IN BUILDINGS shall be completed in six months.)
NT)
DATE SIGNED
I This Permit covers work to be done on private property ONLY. -
Any construction on the public domain (curbs, sidewalks, driveways,
marquees, etc.) will require separate permission.
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 304,306.
I n 2-7 q
USE 'IIFW I? m IT
ZONE 'NUMBER
J013
ADDRESS
,� S- — 16 ,
LEGAL LOT
PLAT NAME
SUBDIVISION NO.
I
I/- ES 1:1 NO
PUBLIC RIGHT OF WAY PER ORDINANCE NO.
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
DEFICIENCY OF RIGHT OF WAY
STREET/UTILITY WORK REQUIRED
*YES
NO
PERMIT FOR WORK IN PUBLIC R/W
MYES
El NO
0
UNDERGROUND WIRING REQUIRED
W YES
EINO
U
CONNECTION TO SANITARY SEWER
119YES
0 NO
J
SEPTIC TANK PERMIT'REQUIRED
0 YES
[*NO
(L
SEPTIC TANK PERMIT NO.
SEE MEMO DATED
REMARKS .
CHE CKED BY
METER SIZE
BUILDING. SUPPLY SIZE
W
REMARKS
SIGN AREA
ENV. REVIEW
ADB NO.
ALLOWED PROPOSED-
COMPLET EXEMPT
SHORELINE
M
REMARKS
4RIANCE OR. CU
REVIEW BY
JPLWNING
ITic C�wzt�.
YARDS
COVERAGE
i FRONT SIDE
/ 15;- / A 0 IREA.R
ILOT
FIRE ZONE
TYP ONSTRUCTION
CODE
HEIGHT
SPECIAL INSPECTOR
OCC PANCY_
U
OCCUPANT
REQUIRED
0
JAREA
IGROUPR
LOAD
YES ��'NO
PLAN CHECKED BY
THIS SITE IS LOCATED IN THE CITY
OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
REMARKS
-1-als /�i� r6fY AJOA 71,11 Id tAw
'LAN CHECK FEE
5;L�:F
�fALUATION
FEE
BUILDING
60
'00
=M
'LUMBING
7
MECHANICAL
FENCE
SIGN
RETAINING WALL
;WI MMING POOL
0
rOTAL AMOUNT DUE
ATTENTION
APPLICATION APPROVAL
THIS PERMIT
This application is not a permit
AUTHORIZES
until signed by the Building Official or
ONLY THE
his Deputy; and fees are paid, and
'WORK NOTED
receipt is acknowledged in space pro -
vided.
IN SPECTION
DEPARTMENT
DIRECTOR'S SIGNATURE
CITY,OF
EDMONDS
DATE
775-2525
ORIGINAL — File YELLOW — Inspector
PINK — Owner GOLD — Assessor
I-
z
W
a.
W
13
I-
Z
W
I
(L
0
J
W
W
z
0
U
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BUILDING DEPARTME10
Applicant Fill
PERMIT APPLICATION
Inside Heavy Lines
NAME (OR NAME OF BUSINESS)
RES-COM BUILDERS
MAILING ADDRESS
z
3'-
P.O. BOX 925
0
CITY
BOTHELL, WASH.
TELEPHONE NUMBER
487-2411
NAME
U
DAVID L. KINDEREATHER
W
ADDRESS
201 SiH
U
AVE. so,
M
CITY
TELEPHONE NUMBER
EDMONDS. WASH.
ZZ5-q396
NAME
RFS—COM RimnERS
0
ADDRESS
I-
!('
P.O. EUXTS
IX
CITY
TELEPHONE NUMBER
z
0
WASH.
4RZ-2411
U
S:h���g SE NUMBER
400-01
CITY LICENSE NUMBER
Legal-Des'CrifStib-n-cif-R-ro t (Sh Below or Attach Four, Copies)
LOT 9 'BLOCK 4=
z
0
SEATTLE HEIGHTS
DIVISION NUMBER 4
In.
W 0
W
.j
GAS
NEW. RESIDENTIAL LINE
IE]
E] NON-RESIDENTIAL SIGN
ADD
0 DEMOLISH RETAINING
EIWALL
ALTER EXCAVATE FENCE
n
OR FILL El I_ X_FT)
F� REPAIR PRE -MOVE swim
INSP. POOL
z
NUMBER OF STORIES
NUMBER OF
DWELLING
UNITS
4
NATURE OF WORK TO BE DONE
U
0
CONSTRIET CONDOMI
W
.0
F01INnATTON 0N1Y-
PROPOSED USE
I NDICATE BUILDING SETBACKS,
ABUTTING STREETS)
U
in
III
SEE DRAWINGS.
0
Ln
LA
"A pplicant, on behalf of his or her spouse, heirs, assigns and
W
_j
successors in interest, agrees to indemnify, defend and hold harmless
2
the City of Edmonds, Washington, its officials, employees, and
(r
agents from any and all claims for damages of whatever nature,
I
arising directly or indirectly from the issuance of this permit. Issu-
o
ance of this permit shall not be decined to modify, waive or reduce
.J
01
any requirement of any city ordinance nor limit in any way the
3:
City's ability to enforce any ordinance provision."
I hereby acknowledge that I have read this application; that the in-
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 r . egu-
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
relating to Workmen's Compensation Insurance.
NOTE: Permit Limit One Year(Except DEMOLITIONS and FILL
PERMITS without conditional use permit, which shall be completed in 90
days; MOVED -IN BUILDINGS shall be completed in six months.)
SIGNATURE (OWNER OR T) DATE SIGNED
e This Permit covers work to be done on private property ONLY.
Any construction on the public domain Icurbs, sidewalks, driveways,
marquees, etc.) will require separate permission.
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 304, 306.
in? 'is
USE 'IME I? M 1 -r
ZONE NUMBER
JOB
ADDRESS -� /0
LEC�AL LOT PLAT NAME SUBDIVISION NO.
VYES 0 NO I I
PUBLIC RIGHT OF WAY PER ORDINANCE N
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
DEFICIENCY OF RIGHT OF WAY
STREET/UTILITY WORK REQUIRED MYES 1:1 NO
PERMIT FOR WORK IN PUBLIC R/W *YES El No
UNDERGROUND WIRING REQUIRED *YES ONO
CONNECTION TO SANITARY SEWER F#YES El No
SEPTIC TANK PERMIT REQUIRED El YES ISNO
SEPTIC TANK PERMIT NO_
SEE MEMO DATED
REMARKS
T-4 P.1%
CHECKED BY
NG SUPPLY SIZE
REMARKS
P/�&,
SIGN AREA
ENV. REVIEW
ADB NO.
ALLOWED PROPOSED
COMPLETE EXEMPT
SHORELINE 4$
/vz n
REMARKS
klA:�!,da
ARIANCE OR CU
h9kANNING REVIEW 13Y
DATE.
YARDS
COVERAG
FRONT
"REAR
ILOT
15'
SIDE
FIRE ZONE
ONSTRUCTION
JT�r
JCODI E
19 -7
HEIGHT
SPECIAL INSPECTOR
AREA
OCCUPANCY
OCCUPANT
REQUIRED
I
GROUP 'LOAD
I
0 YES X NO
.
P'LAN CHECKED BY
THIS SITE IS LOCATED IN THE CIT7__
OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
REMARKS
''PI'MmIr
FiIi2_ Fa-)OMM6 0
�LAN CHECK FEE
-1--7--
'VE:
BUILDING
VALUATION
FEE
ILUMBING
MECHANICAL
FENCE
SIGN
RETAINING WALL
SWIMMING POOL
IAJ DOW )5Zr-
jc�j )I in J-7 <
rOTAL AMOUNT DUE
ATTENTION
APPLICATION APPROVAL
THIS PERMIT
This application is not a permit
AUTHORIZES
until signed by the Building Official or
ONLY THE
his Deputy; and fees are paid, and
WORK NOTED
receipt is acknowledged in space pro-
114SPECTION
DEPARTMENT
vided.
DIRECT? ' SIG A
CITY OF
R 9mr
EDMONDS
775-2525
A - IC - �7(7
V)
0
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ORIGINAL — File YELLOW Inspector
PINK — Owner GOLD — Assessor
t- a-l.:PRo �i �6
N 4107,`241�h6urs
CITY:0FIEDMO us
NOS...
dayta,nd H�lidays)be-
.S�turday, S
XITY HALL WATEIR-SEWtR WENT, f ,
)Dkp, �ea�ay_',forr inspection.'
ART ore woik-
ADDRESS, :U
OWNER
XONTRACTOR'..'
I klitl: "I'Alf 6�1��d
Termission is granted
-days,-*.to:-R a sid6 s , 6wer%.
Feb �19 EPAIR`
with City Sewers in, ac 4ith,application o ' ifie,
n and goyerning��r� i
d liances.-
TENTION IS CALLED TO THE FOLI�OW
ING:
NOTE No.
1—The owner. of the property m y- obtain a permit.to :conatiuct' sewer' inside property _Ve-�,,,
w . c ideiSevver'�Cont c6r
a I . P c - * , " rA
p-st be employed to construct side sewer in street area. Do not cover any'portion of se e-It An
regarding Ordinance II.M030 and Regulations- gover'ning
NOTE No. --m-Obtain
ful I-Anformati6n
. � .: - I . . 1: . . - , 1, slide U. �eiiiiit.
p-
NOTE -No. 3�To' of,side sewer must have
at least 30 inches, coverage at property -.line;
2%. No bends in grade sharper than-% will line and 12 side X ki "
-be-permitted. ffiiniTnum,gFad6;,of
NOTE No., 4—Trenches in street must be water settled and. surfac 'of stre.
ci resto', d to, original condition. 'Contractors shall
failure due to improper work which may develop: wio
thin one year ofrecompleti
be; responsible: for
on.
-NOTE No. 5—It- i
lawful to alter,or do any other
8 on work than is'provided,ior in the permit, or to do any work on the -mfiin a . ewer or
purtenances, except to inseft the pipe into the "wye. its:ap-'.
S�A�
.93
- AW
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14
Tm
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it
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MM k1r,0111 MLE NISUV,'�LT
'jiS JUL 13 r;j 1: -,1,
EASEMENT
KNOW ALL MEN BY THESE'PRESENTS, that the undersigned,
C. A. Mz-MKNAC1fIE and VEL24A j. MCCOMCHIE, his wife; EI14ER J. WMIS and
Er -
�TTY K. KkRRIS, his wife; PAIXER SDiONSON and L. ARDITH SIMONSON. his wife; and,
JAMES L. WROS end PAM JO VOROS, his wife
GIFLANTORs , for an� in consideration. of the sum of One and I no/100 Dollars ($1.0o) in
h�lld paid, th*
o I_oceiPt of which is hereby*acknowledged, and for other good and valuable
coi!sidoration, d3 by these presents grant, bargain, sell and convey unto
3-)�LS. LW-, a Washington Corporation GRANTEE, an casement
c-'er, unJer, through and across the following described lands situate in the County
(If S:loP,�xiish, State of Washington, to -wit:
P01-tion of Lot 2. Block 4, Seattle Heights Division Four,
as c:!r '13t recorded in Volume 9 of plats, Page 11, records
C(DurtYt '-ashington, lying within a 10 foot strip ooffland,
of wrlich the centerilne is described as follows: Beginning at a point
Il'-e 1--st lioe of said Lot 2 that is 5 feet southerly of the north-
U :.01' th,'rojf; th-ence IN 89'19'30" E Pat- a liel with the north
,"re t�-ejf for 100.32 foot; thence S 1'11'58" E 78.60 feet to an
Slorm Newer 1 "le '" tile tell"i'llus Of this conterl ine description.
Sail Casc—nt shall be for the Purpose Of cGhstructing, operating, maintaining,
rcp3irir.9 an�' replacing
storm sewer li.ne with necessary connectiolls and appurtenances
,iti, the -I,!It of 'esiress to, from and across adjacent
and
fer
hc fOrepoing purposes, p
rovided that in the repair or
Cf said storm se'wor lilie an� appurtenances. the Grantee shall fiwmedlately
t�,zrEafter restore said premises
to tileir original condition as near as may be.
rs reser!r. unto thenselves, their successors and assigns
the right to use
.the sLxf3ce of said lanis for any and all purposes not inconsist
ent with this grant.
inis qra,it cf ea3ement is and shall be of the same force and effect to all Intents
and purposes as a covenant running with the land.
4
LITIL11Y EASEXENT Page 1 of 2
FOA,
WC90"
02_3 -
7&rff UJ
3
C Cd
0 0
Co
Col
Cd
W,
0 0"'
NO SALES. TAX
REQUIRED
! I
JUL 13 1979 1 9
ME
neDuty
I
A �
(_ i
1� I%
1p
IN WITNESS THEREOF, �;`aid) Grantors have hereunto set their hands and seals this
_Z01" day Of 1979.
y-,
c)r
D. 19 79
before Me, the Under-
N FV, c i:, 1 i tLe Stl%:� d-lY commissioned
'rid --n.
1 be t�, i;1jivid-1 d—ribed in and who executed the foregoing instrument for ---
in f,,t f__ Velcla J. 1(cConn.chta and
1- therein described, and acknowledged to me that
—d -I an,] 1,,d d as th� free and Iunt,iry act and deed
------- for the uses and purpoje, therein me n.tioned, lind m oath
A this i."I'luln"ni has 'lot been, re,Amcr nni-that the said
i, n.w IM.g
'.X'l i NUSS nu� ll,rd nd offici.] lie.] h—to ffi.,d the d.y and yr- i,) thi ee,I)A,
N y N61i, in..d f 1h.
-id;., _.Eititniands. .
rafm L 31 iAw*i,,19m,n1 h) S,11 1 as Auorn,y in Fact. N.j I jU.e L'. .
STATE OF WASHINGTON
Ss.
CO-jALY Of Snohomish
r,r, T�is 6th day Of July , 1979 , before me, the undersigned,
a ',jtary Public in an�l for thq Stat e f Washin t ' dulv commissioned and sworn
1:0
persc,nally appeared n.er J. ilarriii. %e tt K is Fairner Simonson, L. Arditb
Simnson Janie Lb I
t, i,,-e known to be ttle indivieual 9 described _in"'Z!nP,�� e'xoecutro� the f.regoiog instrument
3n.1 iolo acknowledigcj to 'lit! that t: hoy signed and scaled the same as . their free
and �,31unt�sry act and deed for the uses and put -poses therein mentiqn6�� i1a " -
W,
1N WITNE.SS I have set my hand and affixed my offici� PSW the cia,�,. and
yo-ar first itwvL written.
;t� of
L
Wa0iington, residing at. Edmqnde
Yj 3 0 2 8 4
�T;LTTY E.�SEY._-NT - Page 2 of 2 Vot
na
9
I f.,
0
Rea, ft4aWea .4"oe4Vw, 17". ENGINEERS* SURVEYORS- PLANNERS
324 Main Street 0 Edmonds, Washington 98020 e (206) 775-3434
STORM DRAIN RETENTION CALCULATIONS
FOR
TOM ARCHEY CONDOMINIUMS
EDMONDS,-WASHINGTON,
October 5, 1978
File No. 7133
A 4
IS T
The Yrjanainen and Warren Method is used to calculate the required site
retention and flow.
Existing Site Condition
Existing site is flat to gently rolling with a slope of 3 percent in an
easterly direction. One house exists on the property with accompanying
lawns and trees. The general soil type is Alderwood gravelly loam.
Area = 0.87 acres.
Undeveloped Runoff Calculations
Longest distance to discharge point = 313 ft-t
With the existing house this gives 1.1 DU/GA with a runoff coefficient
CEx = 0.30.
Overland flow velocity at 3 percent slope - 1.3 ft./sec. from "short grass
pasture and lawns curve." I
Time to Concentration - Tc = L/W(60) + 10 min. = 313/0-3)(60) + 10 = 14.0 min.
Intensity = i = 1.35 in./hr. at 10 year storm frequency (Seattle Curve)
Q undeveloped = CiA = (0-30)(1-35)(0.87) = 0.35 cfs = Q allowable
DevelODed Runoff Calculations
Future -combined coefficient
Roofs = 0.21 Ac. @ C = 0.90
Pavement 0.26 Ac. @ c = o.85
Gardens and Lawn = 0.40 Ac. @ C - 0.15
CF = 0.2](0.90) + 0.26(o.85) + 0.40(o.15)
0.87
Qo = Allowable Outflow 0.35 0.75 cfs/acre
Acreage x Future Runoff Coef. 0.87(0.54)
MUNICIPAL ENGINEERING 0 WATER SUPPLY WASTE TREATMENT a SURVEYS & CADASTRAL ENGINEERING
AIRPORT PLANNING & DESIGN 0 MARINAS PORT & INDUSTRIAL DEVELOPMENT 0 FEASIBILITY STUDIES
Storm Drain Retention Calculations for
Tom Archey Condominiums (Cont.)
Assumeorifice outlet condition exists.
T = -25 + J7 �2QO = -25 + 23.47 min.
October 5, 1978
File No. 7133
Vs = 2820 T - 4o QOT = 2820(23.47) - 4o(O.75)(23.47) = 661.ft.3/Ac. C
T + 25 23.47 + 25
VTotal = Vs x Acreage x Runoff Coefficient = 661(.87)(.54) = 311 ft.3
Size Orifice
Using the orifice equation Q = cdA 7., zgh Q allowable = 0.35 cfs
Solving for A = Q 0.35 0.0266 ft.2 Assume h = 7 ft.
c d ;r �g 0. 62 VT6477T-7
Use 2-1/4" orifice = 0.0276 ft.2
Therefore L will change; solvin'g for h = Q 9 0.35 '2 /64.'4
(0. 62) (0.0276T)
6.496 ft. use 6.5 ft.
Sizinq the Detention Svstem
Storage required = 311 ft.3
1211 0 pipe = 0.7854 ft.3/If
8" 0 pipe = 0.3491 ft.3/If
Catch basin manhole Type 2 = 12.57 ft.3/ft. height
Catch basin Type 16 = 5.78 ft,. 3/ft. height
Catch basin Type 15 = 3.97 ft.3/ft. height
Washed gravel b6d = 0.35 percent void
Catch basin No. 1, Type 2 = 81-70 ft.
Construct 51 If 8" helical 16 ga. aluminum storm sewer
17.80 ft.3
Catch basin No. 2, Type 16 = 20.92 ft.3
Construct 64 If 12" helical 14 ga. aluminum storm sewer
= 50.3 ft.3
Catch basin No. 3, Type 15 = 11.91 ft.3
Construct 60 l.f. 12" helical*perforated 14 ga. aluminum
storm sewer
washed gravel bed = 135.3 ft.3
Total volume provided =317.9 ft.3 311.0 ft.3,therefore,
o.k.
is 2.5 x 2' ft.
4oN
ST F", E
r , C 1 11
De ;.i r t- m e i i
S U BJ E ("T
q RM
r L e r
in! i 1. (1
-A�,r
-airs, ------
jm--�-
-c- 4-1--ir-W �--
PUBLIC WIST
BUILD1_LN1G'F1-,*[LT
Dato
�V.
RE -:VIE
Street Rignt-of-�%,ay E-.zistinp
RIQD
x,
Access Easements F_-,,isting
REQD
Utility Easement Existing
'REQD
Lot per Subdivision Plat 4Y
1',-ssessor 1, �-i p
Site Plan Checked for'Accuracy
UndergroLn -id Wiring Reqd.
Check Accuracy of Legal Description (7rl-
po'N'
NO
Environmentally Sensitive Area
N
Environmental Checklist Reqd.
41
"N
Flood Hazard Zone
- r1j (713
4
u c Shoreline Management Area
i Slope, Soil, Vegetation
4
Stream, Creek, Drainage 13,-1 sin
E\,Stm'- Zoni-n Per Code
��4` An, nities D,�--_sign Board Approval Reqd.
ADB Approval
Board of Adjustimnt Approval Reqd.
Review Bv:
Date:
ExisLillg WaLer 10,3.in Size C
Water Main Reqd.
Service Line Roqd.
'92
n,' Hydrant Size Fxisting
E );I Hvdrant Reqd. Per Fire Code AIM Size
N Detector Check MOter Reqd.
2: K( - IPIA
t�j Cross Connection Inspection
Fire Department Coinnents
Wlater Miecer Charge Re
7 3 Review bv Date -
),.I sept:ic 'I'm aLe: A-tc3
-irk Permit TReqd. Perinit No. &J
Septic'T,
Sanitary Sewer Availability
Proi.
Drmring No. _-Fn e
No.
Side Sewer Availabili ty
W Sanitary Sewer Connection Fee Reqd.
Review By: Date:
;4
ZjJU111-DING DIVISIdw
_�ERFAIT APPLICATI-011
NAME (OR NAME OF BUSINESS
'I HILLIS HOMES, INC-
W MAILING ADDRESS
z S r O�
3: 8
3 826 S. BROADWAY
o
IEVERETT, WA. 98204
Applicant Fill :j;
Insicip Heavy Lines
vAoRT SUIJ NO.
D N S U D 0 1 V I S
ION
LEGAL DESCRTPT
�r--
PHONE NUMBE
355-4492
KINDERFATHER CHITFOS DUNN PS, I I NC -
u
W ADDRESS
t
x 201 FIFTH AVENUE SOUTH
u _z_ TELEPHON_E_j�UMBER
ITY
775-9396
EDMONDS. WA.
NAME
HILLIS HOMES, INC.
0 ADDRESS
u, 826 S. BROADWAY
CITY ?n T �EE 0
I P H
77M—S
�11� 98204 355-4492
o EVERETT,-WA. Z�-I—TyLICENSE NUMUI
U STATE LICENSE NUMBER
-7 T r,
223-01—HI—Lir-III-33
Legal Description of
LOT 9, BLOCK 4
z
0 SEATTLE HEIGHTS
'�T
u �DIIVI UM
VISION NUMBER Z4.
w
J
El
GAS
NEW RESIDENTIAL
E0
IE] LINE
0
F� NON-RESIDENTIAL
El SIGN
ADD
DEMOLISH
RETAINING
WALL
ALTER EXCAVATE
OR FILL
FENCE
X _F`T)
PRE -MOVE
REPAIR
swim
POOL
INSP.
NUMBER OF STORIES
NUMBER OF
z
DWELLING
6
UNITS
CL NATURE OF WORK TO BE DONE
It
OF A 6 UNIT---
CONDOMIN—
u CONSTRUCTION
IUM BUILDING.
0
P T PLAN
(BUILDING GROUP 1, SEE,
ATTACHED
SITE PLAN).
PU13LIC RIC'" T of- WAY PEI? OFFICIAL STREET MAP
EXISTING
PpOPOSED
DEFICIENCY OF mGiir OF WAY_
PUBLIC IMPROVEMENTS REQUIRED
DRAINAGE IMPROVEMENTS REO UIRED
DRAINAGE PLAN REQUIRED
UNDERGROUND WIRING REQUIRED
t
CONNECTION TO SANITARY . SEWER
SEPTIC TANK PERMIT REO , D
N 0.
ELEVATION OF PROPERTY CORNERS
Ej
P, FOOTINGS REQ'O
SEE ENGINEERING MEMO
CHECKED ny
oil belialf of Iiis or her �poljse- heirs, w4lis MI(I
'c defend and hold harmless
c_ c
w successors in interest. agreeq to indemnify,
f its ofl,icial, ernplovees d
all
c Ity 0 d
1-dinorlds, Washington,
til C
tile City of s for (Iajjj�jpes of \�11,itever natt.ire,
0: agents, fi"Orli any and all claill,
< t , , in (I ',olk 'f this permit. J�Sjl-
0
I arising directl�' or indirectl\ fron, the ismance
"f IlIiR errilit 0-11 11,11 "(� (Ict""" to
— G 5UPPL Y SIZE
METER SIZE BUILDIN
REMARKS
u ro
ENV. REVII W _DU NO
:-- I- -) C
SIGN AREA COMPLETE1 EXEMIT , i -.' I. -)
ALLOWED I PROPOSED _'S..RELINI
REMARKS
VARIANCE OR CU �PLANNING REVIEW By DATE
LOI Lu—RAGE
YARDS FRONT SIDE REAR
t 'S HEIGHT
FIRE Z NE TYPE OF CONSTRUCTION CODE
I 'T: - 1 A, (,,- - '19- 7
SPECIAL INSPECTOR AREA OCCU NCY OCCUPANT
REQUIRED . ?�\Ca GRO �"j LOA D
D YES 12� NO Irj1SSITE IS LOU-1-1- --- - --
PLAN CHECKED 13Y OF EDNIONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04._
REMARKS
7) V1 -A
I - ?L:'-A�
PLAN CHECK FEE VALUATION FE
C
BUILDING
PLUMBING
,MECHANICAL 1 1
FENCE
SIGN
RETAINING WALL
SWIMMING POOL
C
BUILDING DEPARTMEN.T
PERMIT APPLICATION
NAME (OR NAME OF BUSINESS)
/v�
W MAILING ADDRESS
Z
0 S
CITY
-7r-
U
W ADDRESS
U
M CITY
NAME',
It
0 ADDRESS
I -
CITY
Z
0
U STATE LICENSE N U M__B E_R__
,jLe I�Pescription of Property h Be
M1 _114 1*1� -, ��-M' J,
Z
0
l'-
U
In
W
PERMIT'
Applicant Fill Z�NE NUM13i�R 7903- 11 1
ln�ide Heavy Lines I
JOB
ADDRESS
I , "X
_77 LEGAL.LOT PLAT NAME SUBDIVISIO.N NO.
1:1 YES ONO
PUBLIC RIGHT OF WAY PER ORDINANCE NO.
EPHONE NUMBER
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
DEFICIENCY OF RIGHT OF WAY
STREET/UTILITY WORK REQUIRED. YES NO
PERMIT FOR WORK IN PUBLIC R/W DYES 1:1 NO
ELEPHONE NUMBER
UNDERGROUND WIRING REQUIRED
DYES F1 NO
CONNECTION TO SANITARY SEWER
1:1 YES ONO
SEPTIC TANK PERMIT REQUIRED
El v ES 1-1 NO
SEPTIC-1:ANK PERMIT NO.
SEE MEMO DATED
ELEPHONE NUMBER
REMARKS
F
A M_
L (L_
PEC—rt C) t.,
ITY LICENSE NUMBER
CHECKED BY
Or Attach Four Copies)
METER SIZE
13UILDING SUPPLY SIZE
REMARKS
'I 2Z
SIGN AREA ENV. REVIEW A,DI3 NO.
ALLOWED PROPOSED COMPLETE EXEMPT
SHORELINE
REMARKS
VARIANCE OR CU
YARDS
EJNEW
RESIDENTIAL
NON-RESIDENTIAL
I
E] GAS
L
F_� SIINE
GN
FRONT
FIRE ZONE
TY
I
ADD
ALTER
DEMOLISH
EXCAVATE
OR FILL
RETAINING
E]WALL
FENCE
El I—
SPECIAL INSPECTOR
REQUIRED , .
0 YES 16 NO
PLAN CHECKED BY-
MREPAIR
El
PRE -MOVE
SWIM
INSP.
El POOL
z
NUMBER OF STORIES
OF.
REMARKS
0
INUMBE
DWELLING
UNITS
NATURE OF WORK TO BE DONE
U
D
oAl
in
W
PLAN CHECK FEE
0
PROPOSED USE
PLOT PLAN (INDICATE BUILDING SETBACKS.
ABUTTING STREETS)
M —
U
W
0
0 "Applicant, on behalf of his or her Spouse, heirs, assigns and
LA
W
.J successors in interest, agrees to indemnify, defend and hold harmless
2 the City of Edmonds, Washington, its officials, employees, and
agents from any and. all claims for damages of whatever nature,
I arising directly or indirectly front dic issuance of this permit. Issu
Q ance of this permit shall not be deemed to modify, waive or reduce
0 any requirement of any city'ordinance nor limit in any way the
11 City's ability to enforce any ordinance provision."
I hereby acknowledge that I have read this application; that the in-
form ation 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-
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
relating to Workmen's Compensation Insurance.
NOTE: Permit Limit One Year(Except DEMOLITIONS and FILL
PERMITS without conditional use permit, which shall be completed in 90
d - MOVED -IN BUILDINGS shall be c nipleted in six months.).
ays,
SIGNAT E�(OWNER OR AGENT) DATE SIGNED
This Permit covers work to be done on private property ONLY.
Any construction on the public domain (curbs, sidewalks,, driveways,
marquees, etc.) will require separate permission.
ATTENTION 1)
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A OF OCCUPANCY HAS BEEN GRANTED. L113C 304, 306.
BUILDING
PLUMBING
MECHANICAL
FENCE
SIGN
RETAINING WALL
SWIMMING POOL
TOTAL AMOUNT DUE
ATTENTION
THIS PERMIT
AUTHORIZES
ONLY THE
WORK NOTED
INSPECTION
DEPARTMENT
. CITY OF
EDMONDS
775-2525
PLANNING REVIEW BY I DATE
SIDE BEAR ILOT COVERAGE
NsTRUCTION I CODE 1HEIGHT
-K--- — ["-J
AREA OCCUPANCY OCCUPANT
GROUP LOAD
THIS SITE IS LOCATED IN THE CITT__
OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
1
VALUATION FEE
1(Z
g 00
APPLICATION APPROVAL
This application is not a permit
until signed by the Building Official or
his Deputy; and fees are paid, and
receipt is acknowledged in space pro-
vided.
DIRECTOR '7AGVt�$E
ORIGINAL — File YELLOW — Inspector
PINK — Owner GOLD — Assessor
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To
FRO -
SUBJECT:
A
CASCADEID Ll-C2375
HWPART AND FILE FOR FOLLOW UN
,,SENDER- DETACH�'T
July 29, 1980
City of Edmonds
City Hall
Edmonds, WA
cA
FIREMANS FUND
INSURANCE COMPANIES
Seattle III-anch Mice
2121 4th Avenue
Seattle, Washington 98121
Tcicphonc (206) 587-5200
Williain M. Ray
Resident Vice-Presidellf
RE: BOND NO: 635 40 23
Hillis Homes, Inc.
Plat Bond for The Woods Estates
q
Gentlemen: 6,exof, Azole 444e,��
/, 14
Our company issued the above captioned plat bond on August 1, 1979. We
have been trying to ascertain if the work has been accomplished. If it
has, we would appreciate your usual letter terminating our liability.
We have received one reply from you indicated that this development was
not in the City of Edmonds. Therefore, I am enclosing a copy of the bond,
as executed, and would appreciate your rechecking your file to ascertain
if this plat called "The Woods" is in the City of Edmonds, which the
developer indicates it is.
Awaiting your advice, I remain,
rs—,
W. C. Shelver
Seattle Fidelity and Surety
WC/B101 2
Enclosure
7
THE AMERICAtTINSURANCE COMPAO
KNOW ALL MEN BY THESE PRESENTS, THAT WE, HILLIS HOMES, INC.
(hereinafter called Principal), as Principal, and THE MIERICAN INSURANCE coMPAN y
a corporation organized and doing business under and by virtue of the laws of
State of New Jersey, and duly licensed for the purpose of making, guaranteeing tho"
becoming sole surety upon bonds or or,
undertakings required or authorized by the laws of th� State of Washington
Y�,
(hereinaf ter caileci buret
as Surety, are held and firmly bound unto CITY OF EDMONDS
(hereinafter called Obligee)
in the just and full sum of TWENTY-ONE THOUSAND AND 00/100 - - - - - - - -
Dollars ($ 21,000.00 ) lawful money of the United States of America, for the pay-*
ment.of which, well and truly to be made, we hereby bind ourselves and our and each of
our successors and assigns, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT, WHEREAS,
HILLIS HOMES, INC. , as Pr4
dncipal, has obtained a permit under
Section 12.13.030 of the CITY OF EDMONDS code to construct paving,
storm drain, curbing, striping and landscaping relative to a
structure known as "The Woods" and;
Whereas, the CITY OF EDMONDS has required bond guaranteeing the
improvements referred to above.
Now, therefore, if HILLIS HOMES, INC. constructs paving, storm drains,
curbing, striping, and landscaping at "The Woods" in accordance
4 .,1. .-
� I - t e ri
- 1. � hc t; C rm - i -,, s 0 f S E: C t i o n 2 . 1 3) . C 3 0 o f -, h e ICI T, L' 0 F
EDMO14DS code, then this obligation shall be null and void
otherwise to remain in full force and effect.
IN WITNESS WHEREOF, said Principal and said Surety.have.caused these presents
to be duly signed and sealed this lst day of August A.D. 1979
EILLIS HOHES, INC.
B.;:
THE AMERICAN INSURANCE COMPANY
PO b,-' : `� i"' - I 1 1. L o n
A L t o r n e - i n - Fa c t
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CITY OF EDMONDS MY
PUBLIC WORKS DEPARTMENT
RIGHT - OF - WAY CONSTRUCTION PERMIT
A. *Adz/66�ic_wty, ofg_o94tvcMf5 —74,` ",
� 4EE
76th AvZ�. & S.W. 212th
9 Owner: Hillis Homes, Inc.
Name
826 So. Broadway
Mailing Address
Everett, WA. 98204
City, S ta te, Zip Code
0 Contractor: Les Wear Backhoe, I
Name
12902 Hwy. 99 So.
Mailing Address
—Everett, WA. 98204
City, State, Zip Code
�ermit No. Agic!:5 C"
Issue Date
o PermitIssuedTo: �illis Homes, Inc.
I
9 TypeofWorktobeDone: All work in connec
tion with The�Woods condominium.
0 Work in Connection With:
0 Sub or Plat 0 Single Family
El Comml. / Ind. R Apt. Condo.
Pavement Cut: El Yes 2 No
LE—ST—EI—*225MK
State License Number
568-3760
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, thai 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:
Owner or Agent/,, Hillis R6mes, Inc.
11-11-80
THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issued By: L__ �_
Time Authorized: Vold after —days
Special Conditions: "'A AO
bb.
Ammendments:
Permit Fee: ICE,
Security Deposit:
Receipt No.:
Fund 111 Fee
Street Cut Dimensions
X
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
Eng. Div. December 1978
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CITY OF EDMONDS Permit No.
Issue Date
PUBLIC WORKS DEPARTMENT FILE
RIGHT - OF - WAY CONSTRUCTION PERMIOT R'JEr. �
A. *Address or vicinity of Construction Permit Issued To:p J.
Owner: 1-i IA k... Type of Work to be Done: k 0� L 12
Name
Work in Connection With:
Mailing Address El Sub or Plat El Single Family
El Comml. / Ind. Apt. Condo.
City, State, Zip Code Pavement Cut: 0 Yes No
Contractor:p
Name
Mailing Address State License Number 3
City, State, Zip Code 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 permi W able af the'ljob.site for inspection purposes at all times.
xi st be avail
Signature: ml r"'AL4 Date
Owner or Agent
THIS PERMIT MUST BE POSTED' -AT THEJOB SIT FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issued By:
Time Authorized: Vold after V_�? n —days
Special Conditions:
Ammendments:
Permit Fee: 46 --� 6 , 06
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 Dent.
Comments:
Diagram:
Contractor called for inspection., yes NO
work Disapproved BV: Date: Bv: Date:
Work Approved BY: —Date:
Inspector:
Encr. Div. December 11)78
0`1"Yo OF EDMONDS Permit No.
PUBLIC WORKS DEPARTMENT Issue Date
RIGHT - OF - WAY CONSTRUCTION PEQITFL��:ET FLE
A. eAddress or vicinity of Construction Permit Issued To: 'A,
/<
Owner: Type of Work to be Done:
Name
114",� /,�" --1 e Work in Connection With:
Mailing Address El Sub or Plat IN Single Family
D Comml. / Ind. El Apt. Condo.
City, State, Zip Code Pavement Cut: 0 Yes M No
Contractor:
Name
C/
Maill ng Address State License Number
!V111 Cl —7 J� — 7—
Z
city, S ta te, Zip Code Telephone*Number
:Zi
NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE
B. APPLICANT TO READ AND SIGN
12) 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.
0
U
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.
0
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.
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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 must1be available at the Job site for inspection purposes at all times.
Signature: Date
Owner or
THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C.IssucdBy: ' 4114, 0
Time Authorized: V id after ?n 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. Div. December 1978
FIELD INSPECTION NOTES (Fund. 111 - Route con.v to Street'�T),6?)t".
rnmmant- cz -
Diagram:
Contractor called for inspection Yes No
T
Work Disapproved By: Date: By: Date:
Work Approved By: Date:
Inspector:
Enq. Div. December .1978
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!,(-c toy K�
As KLC,-r--
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-ml
DISPATCHER POSTED
MAP PAGF
W.C. NO
S T -f-
7, �-:5
A
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IW'V -4-2-z�.49 1%,
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Top 427.5C
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- Inv. 420.38
qa f I - -- -- - - --11
Const,c
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(See 0
Kew s e
orm Saloor -SX 4 tyaShed
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-pipe 0. Z%
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Fin. Ff.
Ovaiz Ple. 0
Fin. Fl. E1.426.0
Z9
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low— 6D Z% /—f/A., 0
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Fin. Ff.
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El. 427.0
7
Fin. Fl.
Ef. 427.0
Fin. F 1. Fin. F 1.
El. 425.
-4 :6 QA IA' El. 427.0
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-4
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El. 425.o
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'Fin. Ff.
El. 425.0
1% 00/ '30
016 -1
E L 4 34
prb
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Const. C.B.No.3
TIve
I? I P
04�Top
424-0
A6
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1351
REV 12/79 PUBLIC UTILITY DISTRICT N o
I of,Sn6ho I mish Count y
Arj),a
L 0 C A T 10 N
DATE,
W. O� NO.'
0 P-MEef
PQtE NO. �lv 4 S R
ORK 1//Z>19
REASON FOR'W U6 6 67e V, 1=01e
REVISION U�G- FILE NO.
ENGtNEERX44C Z73t>
/(//7 4 7 =0) 114
WZ;:��t-lgm
A'S BUILT
AXI V4 z AL, V .40 V.
DRAFTER
APPROVAL S
SCALE
DATE WORK COMDICTC�
Ccr;"- 4 L 8, Pr-. (--,4
MA 4-:4EF
/vj
/A- 7�--1 L L F�21, LJ.C-�v. el-t-71ER CVJ OiCFF
I
BY FOR
LOGS POSTED G,E. C, E.
SUBSTATION PleFpp11ljvM-LZ�F
TRANSF CARDS' MAPS,
U-
CIRCUIT No. POLE DEPT CIRCUITS
DATE PRINTED 30 �61
A
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/P
15-L-ILIEWA T/ C
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ENVIRONMENTAL ANALYSIS
XEMPT NOT EXFMpT
. I , 18 , �: 17 1 1 c
PARA.- fm -'I,
W U.G - COND, � �-T -Z KV,
ADD -�Z70 CKT.Ff. PH:
REMY, CKL FT. PH.
NET
X�- C9KT, FT,
0. H. U.G. COND�-KV,
ADD C KF T. Fl T�.- PK
FT.
R E MV.. FT. PH,
jNE T. T.
C K T. F T.
PERMITS
DATE
TYPE GRANTED
OTREE TRIMMING
0 STATE
0 COUNTY
C I T Y
0
0
EASEMENTS
9REQUIRED ONOT'R'EQUIRED
DATE RELEASED
FOREIGN CONTACTS
- _T
1G T NW JPN NO
0
OCATV NO
0
FEES REQUIRED [9YES ONO
TYPE 6 VC.
DATE AMT
WAR RECEIVED.
POLE STENCILING
�FROM TO
TAKE 0 �LE
El TREE TRIMMING OWAIER
CIDIAL DIG OSEWER
OPUD LOCATOR OGAS
BA CKHOE 0
LOCATION
MAPPAGE
DISPATCHER POSTED
1330? / ,
w.0. NO.
. I I
0
Jul
11%%5 A& b 14
A&B, 4 * W
U NIT
UNITS A&8,
oil
5:,
TH
'Ell
L
V 7
1-7 . . . . . . . . . . . . . . . . . .
3i
W
Fin. Fl.
El. 427.0
Fin. Fl.
El. 427.0
U
CAsphalt Parking
L0
Fin. Fl.
El. 425.0
Asphalt in parking area only
L 0� Compact d
\IN Backf i 11
3/4" Min. Washed Gravel
>
_C\j 0 V&
lit
2
h I —a I -:' t
Varies To 0
2' - 0
F —
Fin. Fl.
El. 427.0
Fin. Fl.
El. 425.0
PL AN
Scale I" = 20'
Wrap one sheets of 4 Mil. Visqueen
all around gravel bed under
asphalt area, and under planter
areas lay two sheets of 4 Mil.
Visqueen ove r gravel
12" Helical 14 Go. Perforated
Alum. Pipe at 0.5 %
GRAVEL DETENTION TRENCH DETAIL
SCALE I " = ?_'
0
0
__j
'0
Q_
Const. C.B.No.3 Type 15 A ho
Top 424,0
Inv. 4 2 1.00
N
I
I
Const. C.B.No.2 Type 16 5 1
Top 427-50
Inv. 420.38
Const * C B M1 No. I Ty 2
Top 4 2 7. 0
C ��t. 51 L.F. 1-6 6—oA I U'rn. I n v. 4 17. 5 0
Storm Sewe� at 5.6b% 1 Ovei flow 424.0
(See Detail)
Of / \1
Exi st. Light dard
00
29
ec-1 40 -41- Fin. Fl. E1.426.0 0, 0
A, 40
(D 'Po
qb 3o 0 ip 01
4L.
6- / / -j ,
0
cs�'/ Of
Fin. Fl.
El. 427.0
E
Begin Gravel
Trench
M NM
Q'.
Ex. Asph.Par ng Lot
C17-
0
Fin. Fl.
Ex. C. B.
El. 425.0
op 4 19.0
4 15. 2
"30
n v. 5
X'o
48
Ul)
6
El. 417.50
Solid Lidiover Ladder
El.427.0
I
. t-
-T-' Maintenance Ladder
a Chain
E I ev. 4 2 4.0
Cascade Oil Restrictor
Mod. OR 8 or Equal
b
r
2 1/4"Orifice
CQ
C. B. M.H. No. I W/ Orif ice
SCALE I
Bench Mark
Top of Rim M.H. 34, Elev. = 429.42, Inv. 421.48
APPROVED BY--- ----Oct. 1978
City of Edmonds Engineer
v V
N/A L I ID �_AISF—MFEIQ17
Fb k s-rcpm DPAINACE
STORM DRAINAGE PLAN a PROFILE
FOR
RES - COM CORPORATIOIN'
IN SECTION 20, T.27N., R-4E., W.M.
EDMONDS, WASHINGTON
Revised Gravel Trench Location 10/11/78 By ARM
DRAWN
L G S
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r—
Fin. Fl.
El. 427.0 Fin. F1.
El. 427.0
Asphalt Parking
14
L
Fin. Fl.
El. 425.0
Asphalt In parking area only
--30—
F
Const. C.B.No.2- Type 16 5
Top 427.50 � 41
Inv. 420.38
Const.CB Mi No. I Type 2
Top 427. 0
lnv.4 17. 50
C6n'st5l L.F. Vel . 16 Ca -A Winn I ,Overflow 424.0
Storm Sewe� at 5.66% (See Detail)
. ....... .2b C0% Exist. Light. Standard
2.9, 1/0
Fin. Fl.
0 "0
Fin. Fl. E1.426.0
El. 427.0 'br ;00
.9 'S'
30 -'s
Cj
Fin. Fl.
0
El. 427.0
Begin Gravel Q/ N\
Trench fn NR Ex. Asph. Parking Lo
Fin. Fl.
El. 425.0 IN
oo
Fin. Fl. Ex. C.B.
Top 419.0
El. 425.0
Inv. 4 15.2 5
'30
Con st. C. 6. N o.3 Type 15
Top 424.0 r
Inv. 4 2 1.00 k \1
PL AN
Scale I" = 20'
N
Compacted
Backfill
3/4" Min. Washed Gravel- > It(
"Z7 Wrap one sheets of 4 Mil. Visqueen
all around gravel bed under
asphalt area, and under planter
I,-( areas lay two sheets of 4 Mil.
CD I Visqueen over gravel
-1 J(� 0 V&
cli a
0 0 01
12" Helical 14 Go. Perforated
4��Alum. Pipe at 0.5 %
Varies To 0'.
2 0
F
GRAVEL DETENTION TRENCH DETAIL
SCALE I " = 2'
Solid Lidiover Ladder
E 1. 427. 0
Pop
48
b
E1.417.50
W
t
Maintenance Ladder
a chain
E I ev. 4 2 4.0
Cascade Oil Restrictor
Mod. OR 8 or Equal
Ai AL
r
21/4"Orifice )e
Ci
(0
-4117
C. B. M.H. No. I W/ Orif ice
SCALE I" = 9'
V i WE
Bench Mark
Top of Rim M.H. 34, Elev. = 429.42, Inv. 421.48
APPROVED BY___ _---Oct. 1978 77,�,,
City of Edmonds Engineer
-11V
CITY OF EDMONDS ENGINEERING DEPT.
Examined by R
Date
Remarks-AAPA.*VF-XL--AS L10571912
M X gw- e UMMIQ
OF VAWD 6 ASC- NEWT
r61L 9MA M OkAmA4E
STORM DRAINAGE PLAN a PROFILE
FOR - F
RES — COM CORar"'ORATION'
IN SECTION 20, T. 27N., R-4E., W.M.
EDMONDSO WASHINGTON
Revised Gravel Trench Location 10/11/78 By ARM
DRAWN
L G S
Con st. C.B.No.2 Type 16 5'
Top 427.50
Inv. 420.38
&OX B Mi No. I Type 2
Top 427. 0
Cc;�;t. 51 L.F. CEa:AIar,. 1, .
I verf low 424.0
Storm Sewe� at 5.6b% (See Detail) K
Exist. Light Stan r d
9r 29
Fin. Ff. \0 0 11,01
Fin. Ff. EI.426.0
E 1. 4 2 ?.'0 op�� 0;00
30
610Z
/ 0, Q/ 'I
-< -S'
17 Go
Fin. Ff.
LJ "o
> El. 427.0
Begin Grove[ 1� 0'.
Trench Ex. Asph. Par g Lot
Fin. Ff.
Fin. Ff. :D
01 El. 425.0
El. 427.0 - Fin. Ff.
Fi n. F 1.
El. 427.0
El. 425.0
0
E J,.* 0
Fin. Ff.
I Ex.
El. 425.0 Top 419.
U '50 Inv. 4 15 25
Asphalt Parking
ly
Con st. C, S. N o.3 Type 15
Inv. 4 2 1.'00
PL AN
Scale I" = 20'
Asphalt In parking area only
Compacted fl,
ot
Back f i 11
3/4" Min. Washed Gravel— >
Ll
ji(
Wrap one sheets of 4 Mil. Visqueen
06&V
all around gravel bed under
aspholt are a, and under planter
/I(
areas lay two sheets of' 4 Mil,
CD
Visqueen over gravel
00 V6
12" Helical 14 Go. Perforated
Alum. Pipe at 0.5 %
Varies To 0"
GRAVEL DETENTION TRENCH
DETAIL
SCALE I " = 2 '
Solid Lidiove—rLodder
E 1. 427. 0
A
/2V
f
Maintenance Ladder
a Chain
E I ev. 4 2 4.0
Cascade Oil Restrictor
Mod. OR 8 or Equal
48
EI.417.50
r
2 1/4"Orifice
'41z
cli
'12
C. B. M.H. No. I W/Orifice
SCALE I" = 2'
Bench Mark
Top of Rim M.H. 34, Elev. = 429.42, Inv. 421.
2101V 76 A- 4L*--
11111b
Any J-3
APPROVED BY-- ----Oct. 1978',,,
. . . .. .
City of Edmonds Engineer
ENGINEERING DEPT.
CITY OF EDMONDS
Examined bY—
Date
Remarks__A_P_��--AS-4U="
k
V
T
V A L.11 1) 6AS E- H etJ I
20 1979 '51VAM DAA11VAdE-
STORM DRAINAGE PLAN a PROFILE
FOR
RES . COM CORPORATION
IN SECTION 20,'T.27N., R.4E.,WM.
EDMONDS, WASHINGTON
1 0
Revised Gravel Trench Location 10/11/78 By ARM
DRAWN
L G S
770JW
�Illws 1�ame"5
15- uNIr
5//-z7
RX IT
41-