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20924 80TH PL W
STREET FILE
Rea, wtaaa" & 4"Oaar", 970te. ENGINEERS a SURVEYORS e PLANNERS
324 Main Street 6 Fdrnonds, Washin0on 98020
December 19, 1978
File No..7159
Revised January 26, 1979
STORM DRAIN RETENTION CALCULATIONS
FOR
TRI-PLEX OF JOHN ECKER
1. Area'= 68.90(20)+93.90(67-50) = 7716.3 = 0.177 ac.
-4-3, —560-
43,56o
2. Slope = 103.0 - 100.0 = 2.65% from NW corner to SE corner
113.0
3. Site condition: Jight grass to bare ground
4. Existing coefficient of runoff = CEX = 0.20
Using the Yrjanainen - Warren method to determine the retention volume
necessary to detain 100% of a 10 year frequency storm:
Longest distance from headwaters to point of diskcarge = 113 feet
Overland flow velocity 1.63 f-P-s- 2.65% @ site conditions noted
above -
Chart I
Time to concentration L/V(60) + 10 (113)/(1.63)6o + io = 11.16 min.
Intensity ilo = 1.53 in/hr from Seattle curve for 10 year storm -
Chart 10
Qallowable Qexisting = Cexij0A = (0.20)(1-53)(0-177)-0.054 c.f.s.
Prorate future -coefficient of runoff:
W35)
Gravel 0.028 ac. @ 0.70
V3,560
= 0.020 ac.
I
Roof & concrete 25,252 0.058 ac. @ 0.90
43,560
= 0.052 ac.
Asphalt driveways 63.2(27-3)+5(26) 0.042 ac. 0--85
= 0.036.ac.
TT560
Planter area 0.177 - 0.128 0.049 ac. 0.20
= 0.010 ac.
0.177 ac.
OTI ac.
Cfut 0.118 ac
0.667
0-177ac.
QO Qal 1 0.054 0.459 c.f.s./AC
- -F
Cfut AT (0.667)0.T-77
T -:2 5 +V T17�6:2:-' - 2 5 + /17 6 2 36-97 min.
Q 00
o \/TO-V59)
Vs (2820)T 40QoT (2820)(36-97) - 40(0.459)(36-97) 1003 .6 ft.3/ACfut
T+25 (61-97)
Vtotal = Vs(A)Cfut = (1003,6)(0-177)(0.667) = jig ft.3
KI H N I C I PA L 1: N C, I N FE. k I H 0 W A 1 1: R '*, 1) I'P L Y WA �', 1 1: 1 K I A I N1 L N I '. I 1 1: V I Y'� ", (. A 1, A 1. 1 1., A I I � I t, I r 11 1 k I N
A I I? I'0 R 1 11 1. A t,j r,i i r,j c. r, n i i c. rJ 0 1\1 A P I N A S P0 k 1 1, 1 H 1) 11 '. I R I A 1 1) 1 \1 I I I' K I I H I * I I A ', I It I I I I I I 1 1) 1 1
December 19, 1978
File No. 7159
Revised January 26, 1979
Page 2
STORM DRAIN RETENTION CALCULATIONS FOR TRI-PLEX OF JOHN ECKER (cont
Size the retention system:
Vol. provided by surface ponding = 119 ft.3
0,
Use at least a 20-Nt wide pond x 68'x 0.5'deep at one end only (see diagram below)
H ___T - "�o
Vol- ( AA + FA AB + A .3
3 A B)ft
68
(5+ 5(l.8)+1.8) = 222 I't.3">reauired o.k.
/c I 11c or i I' i ce:
W �_ ^
do r i f VAC6-� Qex = 0.054 c.f.s.
.63)_ head = max water surface less invert
t�r gh elevation
F 0-5 —4F----" x 12 1.38 in. = 452-59 - 451-53 = 1.06
r( 0 - 6 3 ) —17-PT __NT
Use 1-3/8 in. orifice (restrict the 4" P.V.C. to 1-3/8" dia6eter using a
metal'plat,e) See cross-section on drawing.
Assumptions:
I. The south three stalls will be ponded 0.5 ft. deep(only over'the catch
basin), as shown on drawing for approximately 60 min. It will average 3" deep
for 3Q min. covering only half of these stalls.
2.' Any flow over a 10 year storm will overflow out the driveway and south
to the existing catch basin.
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Reid, Middleton & Assok es, Inc.
Engineers (D Surveyors Q Planners
324 Main St. Edmonds, Washington Oel
09 ,
MEET FILE
DATE 7 151.
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Phone 775-3434 ZFC /-[/J.
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RTRFET FILE
BUILDING DEPARTMENT Applicant Fill
Inside Heavy Lines
PERMIT APPLICATION
NAME (OR NAME OF BUSINESS)
Aw 1�'Ii
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3: 7/11
0 CITY TEL PHZINE �NUMBER
A716-
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NAME
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NAME
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CITY TELEPHONE NUMBER
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U STATE LICENSE NUMBER CITY LICENSE NUMBER
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Legal Description of Property (Show Below or Attach Four Copies)
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GAS
NEW RESIDENTIAL 11 L:NE
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FRONT
FIRE ZONE
ADD El NON-RESIDENTIAL
DEMOLISH
EXCAVATE
ALTER OR FILL
r
[:] S G N
F_j RETAINING
WALL
FENCE
D
SPECIAL INSPECTOR
REQUIRED
El YES El N 0
PLAN CHECKED BY
Fl REPAIR PRE -MOVE
1:1 INSP.
swim
POOL
.
REMARKS
Z NUMBER OF STORIES
Num ER OF
DWELLING
UNITS
NATURE OF WORK TO BE DONE
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PLAN CHECK FEE
P.ROPOSED USE
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PLOT PLAN JINDICATE BUILDING SETBACKS.
IBUILDING
ABUTTING STREETS)
VO) -Applicant, on behalf of his or her spouse, heirs, :issigns and
W
_J successorh iii inmei. ai!rcc, I,) indcmnil'�, defend and hold harmicss
I. the City of Edmonds, Washington, its.01licials, employees, anti
agents from any'and all claims I'm damar" id whawyer witure,
T mkhi)� dit- ik, i-r iii(Iii,-ciiN f1mil flic
PLUMBING
MECHANICAL
FENCE
SIGN
RETAINING WALL
USE PERMIT
ZONE NUMBER
JOB
ADDRESS oclols —
EGAL
NAME
SUBDIVISION NO.
YES ONO
7
PUBLIC RIGHT OF WAY PER ORDINANCE NO.
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
DEFICIENCY OF RIGHT OF WAY
STREET/UTILITY WORK REQUIRED 9YES
NO
PERMIT FOR WORK IN PUBLIC R/W �tYES
0 NO
UNDERGROUND WIRING REQUIRED ES
0=0
CONNECTION TO SANITARY SEWER �yy ES
Cl NO
SEPT�C TANK PERMIT REQUIRED YES
NO
SEPT C TANK PERMIT NO.
SEE MEMO DATED
REMARKS
CHECKED BY
METER SIZE UILOING SUPPLY SIZE
it I B
SIGN AREA ENV. REVIEW
ALLOWED I PROPOSED C OMPLETE1 EXEMPT
N j [�_
REMARKS
VARIANCE OR CU PLANNING REVIEW BY DATE
YARDS LOT COVERAGE
SIDE REAR]
PE OF CONSTRUCTION ICODE 7HEIGHT
AREA OCCUPANCY OCCUPANT
GROUP 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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MEMO TO:
FROM
Date —
Building Division
Community -Development Department
Engineering Division
Public Works Department
SUBJECT: E'�'C:)909- nc) t:�LW -�CtN 11 V I
After review of the subject building permit application, we have the
following comments:
I>ZT
I-
/-7
/-7
4L�-
/7
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 keep the abutting streets cleaned
of dirt and debris caused by the construction.
The "Right -of -Way Construction Permit" is required, from the
Engi ' neering Division.of Public Works, forany work within the
Public Right -of -Way or publiceasement.
Driveway slope not to exceed 14%.
Connection to sanitary sewer required.
Sep.tic Tank Permit required, submit design.
Fire hydrant required, submit.design.
Si te drainage per code #
Curb /-7 Sidewalk
See approved plans V/'
Paving required
Bond.required.for public improvements. Submit cost estimate.
Underground wiring required.
Approved Engineering Plans required when applicable.
7/78
P.E.
City Engiticer
D,,-I)arLMCIIL of 11tiblic Works
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SJUBLIC.WORKS DEPART%,01n' CliEcno
BUILDING PERMIT REVIEW
Date
-OCC104 F�;�4pLk4dress
'Street Right -of -Way Existing REQD
Access Easements Existing —_r*34 E: REQD
Utility Easement Existing REQD
Lot per Subdivision 1,,,r Plat Assessor Map
Site Plan Checked for Accuracy --icl
Undergr ound Wiring Reqd.
Check Accuracy of Legal Description 77 -1 LLm4,4y_' ADO,
Enviromientally Sensitive Area.
Environmental Checklist Reqd.
Flood Hazard Zone
'.Shqrpline Management Area
Slope, Soil, Vegetation
.Stream, Creek, Drainage Basin
Edsting Zoning Per Code
Amenities Design Board Approval Reqd. ADB # Approval
.Board,of Adjustment Ap-Rroval.Reqd-
ReVie.w'., By: Date- 2_7 - t Z5
Existing Water T�Iain Size Cl/I
Water -Main Reqd. IV A
.,Service Line Reqd.
Hydrant Size Existing.
Hydrant Reqd. Per Fire.Code Size
Detector Check Meter Reqd.
Cross Connection Inspection
Fire Department-, Cdanents
Water Meter Charge Rcqd.
RevieuT by: Date:
tic Tanlr, Desim Awroved i I t-, uate: U I bh-
Septic Tank Permit Reqd. Permit No.. �j
Sanitary- Sewer Availability Proi.
Drawing No., File No.
Side Sewer Availability
Sanitary Sm,7er Connection FeeReqd. L_��cj
Revia.; By: AID ----A Date:
#'j 0 4v= a -<f VV% I V1 I W3 U t" -A
� F
or
q.)en Ditc1i Existing,' Reqd..
Culvert Rcqd. Size.
p Catch Ba.-,in.Reqd. Tndicate'on Site Plan —
Shoulder drainage mailitain collection on suale open runoff
.-ht-I]iole re4d. indicate on Site Plan,
Soil Conditions md Crowd Water Fie Id Cliecked
4 Fwss F
zz—
Review by a., t
W Street Paving Reqd.
H -
Curb and Gutter Reqd.
Sidowalk Reqd.
Curb Cut for Driveway Req.d.
eeq
Right-of-1,.1ay Construction Pem t d.
Bond Reqd. for Public Inproven-ents
Street N, i)e Sign Reqd.
PLher Signing Reqd.
. . . . . . . . . . re
Per-mit, Sl�te Inspo'ction mide
on
BY S R
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W, 1%YffER
�C4
SIRaT
ENIGINE
TUNG
..to oominity ev opi-mnt De
s listed i C D el
Speci.-A Requirei-iient III kmemo partamnt
C 11f;', 01N.LS1011
BY Date
0 X, All itu-ns filled' in on Building e 't Appli(�ation
re IN BY -ite
Dz
1. Drawings Staiiped and Notations
�! I �,
Dc
<4 �jApproved by Public '%.,W-ks Depa.rti-,miL
RE.-vi-Sed: 1.v 10-1977
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PUBLIC.1-.URKS) DE1'AM*M1'-',NC C11]-:CKf,1ST
BUILD NG PEMIT REVIB4
Street Right -of -Way Existing
- / 5-- 7c/'
W--QD —
Access Easements Existing REQD
Utility Easement Existing :s REQD
Lot per Subdivision J,fr 'J Plat Assessor Map
Site Plan,Checked for Accuracy I --ici
U-iderground Wiring Reqd.
Chec1c Accuracy of Loegal Description -a-t 'Ici Lk )OAA)?— a'00
EnvircTuixantally Sensitive Area
Envirormiental Check -list Reqd.
Flood Hazard Zone
Ilk #
Shoreline Manacrement Aiea
e Slope, Soil, Vegetation
l
)I btre.-n, ureek, urainage basm
Existing Zoning Per Code
4
Amenities Design Board Approval'Reqd. ADB # Approval
I e
�N%' Board of Adjustment Apqr
WN RevieT,-7 Bv:
iS�isting Nater MlaiWiSlize
Reqd.
Date:
Water Main Reqd. AIA
W
11
v. I Service Line Reqd.
P4
t Hydrant Size Existing
E-4 W"I
4
i
vs
Hydrant Reqd. Per Fire Code NA Size
Detector Check Xleter Reqd.
Cross Connection Inspection
Septic Tank Permit Reqd. --ALI Pennit No. 1'i I t,
Proj.
Sanitary Sewer Availabilivr_--�C-�
ess,
0"--
I
Drawing No. File No. L__ X2. 1
cc
Side Sewer Availability
C
;4 Sanitary Sewer Connection Fee Reqd. kj<�, C
V) Revia,; By: Date:
C)
)'BUILDING
.,,NAME
DEPARTMENT
PERMIT APPLICATION
Applicant Fill
Inside Heavy Lines
USE PERMIT
ZONE NUMBER..
R mL-
JOB - _j LIP
ADDRESS a 0
(OR NAME OF BUSINESS)
W
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EGAL LOT
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PLAT NAME
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SUBDIVISION NO.
Lo T- # 7
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MAILING ADDRESS
�74
PUBLIC RIGHT OF WAY PER ORDINANCE NO.
EX I STING RIGHT OF WAY -
PROPOSED RIGHT OF WAY
DEFICIENCY OF RIGHT OF WAY
CITY
TELCPHONE NUMBER
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NAME
ADDRESS
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STREET/UTILITY WORK REQUIRED 9YES El NO
PERMIT FOR WORK IN PUBLIC R/W YES C ]NO
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UNDERGROUND WIRING REQUIRED ?CY ES 0
CONNECTION TO SANITARY SEWER YES El NO
X
SEPTIC TANK PERMIT REQUIRED El YES NO
SEPTIC T�NK PERMIT NO.
CITY
ITELEPHONE NUMBER
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NAME
ADDRESS
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SEE MEMO DATE 0
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CITY
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TELEPHONE NUMBER
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REMARKS
STATE LICENSE NUMBER
CITY LICENSE NUMBER
CHECKED BY
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Legal Description of Property (Show Below or Attach Four Copies)
L 0 4:/
METER SIZE
B UILDING SUPPLY SIZE
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REMARKS
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SIGN AREA
ENV. REVIEW
ADB NO.
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ALLOWED PROPOSED
COMPLETE EXEMPT
SHORELINE
REMARKS
VARIANCE OR CU
NNING RE
7 VIEW BY
DATE
YARDS . FRONT SIDE REAR ILOT
COVERAGE
GAS
NEW RESIDENTIAL LINE
ADD NON-RESIDENTIAL S ' IGN
F� RETAINING
DEMOLISH WALL
ALTER EXCAVATE FENCE
DOR FILL I— X—FT1
REPAIR El PRE -MOVE: swim
INSP. POOL
FIRE ZONE
TYPE OF CONSTRUCTION
I . . I .1CODE
HEIGHT
SPECIAL INSPECTOR JAREA
REQUIRED
1-1 Y E: S . 0 NO
OCCUPANCY
GROUP
I
OCCUPANT
LOAD
PLAN CHECKED BY THIS SITE IS LOCATED IN THE CITY
OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
REMARKS
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NUMBER OF STORIES
1"UMB ER OF
DWELLING
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NATURE OF WORK TO BE DONE
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PLAN CHECK FEE
VALUAT'ION
FEE
PROPOSED USE
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PLOT PLAN. (IN"DICATE BUILDING TBACKS
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PLUMBING
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Applicant, ill behalt' of lik or her spouNe. heirs. assigi I
successors ill iliteresl' avrecs to &ICild 311d hold harmless
tile City of F(JI1101lds, Washiii,,imi, its officials, employees, anO
agents from ;mN, aml all chims for ilaiwq�vs it' whatever ilattire,'
alisilly dilovily m illklilvclk fl�jlll Ill,' d till, l".111lit. ksll-
RETAINING WALL
:;WIMMING POOL
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CITY OF E0MF0PJDS
CIVIC CGNT�R - GDMONDS, VASHINGTON 98026 - (206) 775-2525
COMMUNITY DEVELOPMENT DEPARTMENT
June 13, 1979
30
John M. Ecker
7119-165th Pl. S.W.
Edmonds, Wa.'98020
CHANGE OFADDRESS FOR -TRIPLEX
HAVE H. HARRISON
. MAYOR
Building permit'#790068 was issued to you on
February'23rd of this year for a triplex with
the address of 20904-80th Place West. We find
it necessary to change the address to 20924
80th Place West.
We will notify our Utility Billing Department
I �'
and it is your responsibility to notify all
other interested parties..
Harry M. Whitcutt
Building -Official
HMW/ ae
cc: Utility Billingvl--,<
C , .
STREET FILE
CITY OF EDMONDS
200 DAYTON ST- EDMONDS. WASHINGTON 98020-(206) 775-2525
DEPARTMENT OF PUBLIC WORKS
October 18, 1979
Ms. Phyllis Davidson
Olympic Bank
4325 198th Street SW
Lynnwood, Washington 98036
Dear Ms. Davidson:
SUBJECT: �JOHN ECKER FROZEN FUND ACCOUNT
HARVE H. HARRISON
MAYOR
Receipt of your letter.dated October 115, 1979,,above-
subject is acknowledged. It is a policy of the City of
Edmonds that all bonds or correspondence regarding bonds be
received on bank letterhead. Please retype the letter on
Olympic Bank letterhead and return to this office.
Thank you for your cooperation.
j ak
Yours very truly,
JAMES E. ADAMS, P.E.
City Engineer
0 C T 17 1979 October 16, 1979
L)lf. Uj MIDE'�' VWNS
City Of Edmonds
Attn: James E. Adams
Edmondst Wa. -98020
Dear Mr. Adams:
I am writing today in reference to your
letter regarding John &kerls frozen fund acc—
ount,
The account was opened here with us on
Sept. 149 1979 in the amount of $1539-00 and
will be due on Sept. 14, 1980. If you would
like the bank to hold this bond in our collater—
al box for you pleasw advise us and we will do
so,
We do hope this matter has been taken
care of to your satisfaction and if there is
anything more you need regarding this please
feel free to give me a call.
Phy;trulyp.
t 10_44��
iZsDa'vidson
Olympic Bank
Lynnwood Branch
STREET FILE
CITY -OF EDM,1�3NDS
CIVIC CENTER - FIDMONDS, WASHINGTON 98020 - (206) 775-2.525
DEPARTMeNT OF PUBLIC WORKS
September 26, 1979
OlymDic Bank
Attn: Phyllis Davidson
P. 0. Box 2400
Lynnwood, Wa. 98036
Dear Phyllis:
HARV� H. HARRISOH
MAYOR
SUBJECT: FROZEN FUND ACCOUN-T-----'rOR----------,----
JOHN ECKER�(20 9 2 4 80TH PL. W..).
We request verification that the subject frozen fund
account has been established in the amount of $1,539.00.
Please advise us of the terms and conditions of this
account.
BF: vlw
il
Frankli dt.
Yours very truly,
JAMES E. ADAMS,' P.E.
City Engineer
10-1-5--79
STREET FILE
COMMIUNITY DEVELOPMENT DEPARTMENT
Building.Division
DATE: September 10, 1979
TO: FARR"MMMAIN
PUBLIC WORKS DEPT.
SUBJECT: John Ecker, TriDlex at 20924 80th Place West
Please review and advise any ' outstanding requirements on
above, in order that they may be given final approval and
a Certificate of Occupancy issued..
PLEASE RETURN AS SOON AS POSSIBLE.
THANK YOU.
A*.- %Aj
Ar
D P, A I'FJ A C, 6- WO-F APPAOV67D
Ows -r-A L L Ali o i�j V 6T %FV *PJ C_ 2
0
Harry M. Whitcutt
Building Official
HMq1 a e
V E D
1979
V/Orks
TY
PUBLIC WORKS DEP
FOR INSPECTION
SIDE SEWER PERMIT
775-2525 Ext. 220
Permit N? 6315
Issue Date �gllll_
�5(THEt�j J-pEg�ET MUST BE POSTED ON JOB SITE
1. Address of Construction to-Z 0 Wn aip
2. Property Legal Description (include all, easements) Lrj7- #-7
Lvmay (Wdiba-A
3. Single Family Residence Multi -Family 1,� No. of Units
Commercial t/ r i _P lex)
4'. Owner and,ler- Rui1der at_)h Eckje_�r
5. Contractor & License No. 'Bloom Cbn&fVVC-*0-A
6. Invasion into City Right -of -Way: No 1-100" Yes (If Yes Right-of-
way Construction Permit Required - Call Dial Dig (342-5344) before
excavation).
7. Cross other private property: Yes Noj��Easement required -
attach legal description and county easement number.
READ THE FOLLOWING AND SIGN:
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 r';ponsibility for each
installation for one year *
C. Commercial establishment requires a minimum of a six inch (6")-
side sewer line.
d. Side sewers may not be installed closer than thirty inches ('30")
to any structure.
e. Side sewer lines must be laid at a minimum grade of 2% (1.150)
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 hours only. Two (2) working
days notice required.
DATE: -7 q
. (r�i I cer*fy that Y have reaT_
1:-117 and dhall comply With the above
PERMIT FEE: Z,) DISAPPROVE D BY: Date:
V By: -Date:
CONNECTION FEE: WR APPROVED By: Date:
* PERMIT MUST BE POSTED ON JOB SITE *
VN
'A ROLE
4087
MIR
B NK,,, NIX
AL
BON]
Olyrilpic Bank will pay, at the Tammin rl Office,
tile sum of 5 accordance with, &,ts-ps indicated below:
FILE
Issued To: john M. EOker
�tiiq 165th P1. S. W.
Edmonde, Wa. 98020
Date of issue Interest will be:
9-14-79 0 Added to the balance;
Maturity date 0 Remitted by bank
check;
Intere�&_ 0 -Credited to:
V I
Social Security Number 573-64-5760
This ins(rurrient shall be constriied as a time certificate yee may present this hond for payment at any
of deposit and is sub�jcct to all applicable R U I es a n (ate or within ten clays following any maturity
Regulations with respect thereto, now or hereart" . is
C1 ISS late. o interest will be paid for the 10 day redemption
by the regulatory authorities and or posted in (he to -iod if redeemed during said period.
the Bank. This ins(rument is assignable only on Interest shall be compounded daily on all bonds and
of the issuing Branch. paid oi- added to the bond balance (11-larterly at the rate set
This bond is payable in c l] r rent flinds I ts r- forth above. On monthly income bonds, interest shall be
render, properly endorsed, on the 11111 17 is I c d paid monthly.
above or at any subsequent maturit, cafter . The rate during any renewal period shall be the rate
agreed that this boi i urity, be set forth above. The Bank maintains (he option of giving
provided. 1( is ,
automatically renewed for succc i clual to the registered owners written notification of intent to change
original term. The Bank may re i bond at any (tic rate and.of changing the rate on the following renewal
maturity clate if it has given 30 days I written notice of date. If payable to two or more persons, (his bond is
its intention to redeem. Notice of redemption to be mailed payable to either party or the survivor of either.
to the depositor's last known address as shown on the
Bank's records.
&N,
Authot-ized Sigtiature
wgidati ... 1.% re'll'i'v a mh.,Ianlial ime)v.tt peftalo, 1,,r wifildfawal ,f
Prior to Ille penally f,,r var�v vilhdai,val ahr) applimi to
Non-Negoliable a renewat pel iod.
��A-I-WMXW-
L4
ki
I':
IIDL
F'I
/z,
.-.I-
I-- +
_77
%
4�
J. -B. Asphalt Paving_.,
ASPHALT PAVEMENT SPECIALTIES 30
Pa�rking Lots, Prkveways,�Pafio s
Patching and Sealer Work
22228 95th PL.W.
Edmonds,WA 98020
(206) 774-6537
PROP AL SUBMITTgD TO
7n "!f�
DATE
7-7
ADDRESS
PHONE
,1013�!NfAME AND LOCATION
41
Z-a 7
We hereby submit specifications and est i mates, subject to all terms and conditions as set forth.
96 �/r. 14 -0Z Y -30
44e ywl�o
As i-i a p,<4-7-
Quotations subject to change or cancellation after 30 days.
This notice is provided to you in accordance with the Federal Truth in Lending Law. A FINANCE
CHARGE of 1% per month (which is an ANNUAL PERCENTAGE RATE of 12 % ) will be imposed
on--Aay-pGkion--cf-.yovT--accm.nt=not-pai"ithin=3&-d����
We cannot -be responsible for subgrade failures.
WE PROPOSE hereby to furnish material and labor complete in accordance with above
specifications, for the sum of: -dollars ($
CJ
)K
WK
C7
17 S' v
Authorized
Note: This proposal may be withdrawn by us if Signature
not accepted within days. of Estimator///.
I
c.-7 il.
-- )�'T'
U
.ACCEPTED: The above -prices, sped I icat ions and
conditions are satisfactory and are hereby accepted.
-You are. authorized to do the wo as specified. Signature
Payment will be made as outlined above. 11,41,
Date Signat4;
MEMO TO:
FROM:
Date May 11, 1979
John B. Hitchell,
Water/Sewer-Di- MEET FILt
Fred F..Herzberg
City Engineer
SUBJECT: SEWER CONNECTION CHARGES
-t-,-Pdmonds, Washin
80th Pl-ace Wes gton
(S tree t'-Addres-i�T
John Ecker
(Legal.Owner)
Single Family Residence Subdivision.- Plat P.R.D.
Multiple - X Commercial
Triplex
LEGAL DESCRIPTION.
Lot 7, Lumar Addition
Z.F.F. Calculation:
f�Connection
Z.-F.F. x
$
0
Fee
Lateral x( ----
$
0
Lateral Chai--�,,e
$
T' e
nijival nL C�iinc
�%7hen ,
applicable)
3 Un . it(s) x( $25-
$
75.00
Trunk Charge
$
10.00
Permit
cc: 'Owner
APPROVED BY:
Leif R. Larson.
Director of Public Works
$ 85.00 TOTAL
Sam
�es E. Adams, Acting City.Engineer
10/78
Engineering Department
Februar.v 27, 1916
We have examined the situation of ' sewer service and connection charge to
the subject.property. At the southorly,qnd of 80th Place W., north of
212th, a sewer was installed by Late Comer Agreement. 'At a later date,
a sewer main I was extended more than 200 feet in length which would serve
the.subject lot. The Late Comer Apreement did not specifY the area of
conne . ction charges so we are assuming that it only covers the property
directly adjacent to the sewer. Also,, it is noted that the Late Comer
Agreement expi I'll-
res May 12, -197G. Since the T)ldtl'installed the set..er, it
has been determined that there is no connection charge due on Lot 7.-
E
Date db May 11, 1979
STREET FILE
MEMO TO: John B. Mitchell, Supt.
Water/Sewer.Division
FROM: Fred F. Herzberg
City Engineer
SUBJECT: SEWER CONNECTION CHARGES
20904 80th Place West, Edmonds, Washington
(Street Address)
John Ecker
(Legal Owner)
Single'Family Residence Subdivision Plat P.R.D.
Multiple x Commercial
Tr—ip—I—ex
LEGAL DESCRIPTION:
Lot 7, Lumar Addition
Z.F.F. Calculation:
Z.F.F. x
Lateral x( ----
3 ) Unit(s) x( $25
CC: Owner
APPROVED BY:
Leif R. Larson.
Director of Public Works
$ 0 Connection Fee'
$ 0 Lateral Charge.
$ Equivalent Count
$ 75.00 .(I.,7hen applicable)
10.00 Trunk Charge
$ Permit
$ . 85.00 TOTAL
-�qmj�es E. Adams, Acting City Engineer
10/78
00
Engineering Department
February 27, 1916
We have examined the situation of sewer service and connection charge to
the subject property. At ' the southerly end of 80th Place W., north of
212th, a sewer was installed by Late Comer Agreement. At a later date,
a sewer main was extended more than 200 feet in length which would serve
the subject lot. The Late Comer Agreement did not specify the area of
connection charges so we are assuming that it only covers the property
directly adjacent to the sewer. Also, it is noted that the Late.Comer
Agreement expires May 12, 1976. Since the platf /
- f�stalled the sewer, it
has been determined that there is no connection charge due on Lot 7.
CITY of EDMONDS
Edrn TREET. FeLEe (206) 775-2525
200 Dayton Street onds, W
Department of Public Works
DATF: ??
TO:
9
TRANSIMTTI ING: --Ilzf>44�K Gar -
AS YOU REQUESTED: FOR YOUR FILE:
FOR'YOUR INFO:
AS WE DISCUSSED:
FOR YOUR APPROVAL:
RE'1ARKS:
.
REVIEW & COMMENT:
COMMENT F, RETURN:
FOR APPROPRIATE ACTION: Vo*'
PUBLIC WORKS DEPARTIMENT
BY:
CITY OF EDIVIaNDS HARVE H. HARRISON
MAYOR
CIVI C CENTER - EDMONDS, . WASHINGTON 98020 - (206) 775-252 'E" FILE
. STIR t: I
D61)ARTM�NT OF PUBLIC WORKS
January 8, 1979
Mr. Dean Hough
Reid, Middleton & Associates
324 Main Street
Edmonds, Washington 98020
Dear Dean:
SUBJECT: DRAINAGE -PLAN FOR THE JOHN ECKER TRIPLEX
2b926 80TH ]PLACE WEST, EDMONDS
The,sublect drainage plan is not approved. The Yrjanainen-
Warren method of determining storage volume assumes the system
is capable of discharging Q (allowable). This assumption has
not been checked using the perc data for this project. A
preliminary check indicates the assumption has not been met
by the proposed trench.
Please review your drainage plan and submit the needed
additional calculations.
If *ou should have any questions regarding this, please
y
contac * t Bob Franklin, Storm Water Management Engineer, 775-2525,
extension 220.
BF: j ak
SWMEng� 'Dt Dt.
Yours very truly,
/qtRED F. HERZBERG, P.E.
Ci
City Engineer
P.W_ Dir. Dt.
I -
gyREET -eye
7a r
�5Vel� P57-5AP-1041 SYS7"Zl�f /V1AF
7 IfJ P15- X 0 r ,..)6J)AI ECRE'R
7e-e 1;7_5kl�V w I h cap m /�,7cc.
C917
o Z_,F oF 6 C,:�A —/Z, r
-*690- —
7Z:-
7-07A-L - -0759
PIC
Rea, 7ftWer" .4"4em&a, lac, ENGINEERS SURVEYORS' PLANNERS
324 Main Street Edmonds, Washington 98020 1206,1 711�.3,134
December 19,,.1978
File No. 7159
Revised January 26., 1979
STORM DRAIN RETENTION CALCULATIONS
FOR
TRI-PLEX OF JOHN ECKER
1. Area 68.90(20)+93.90(67-50) 7716.3 0.177 ac.
_0
437,56-0 3—, 5-6
103 0 - 100.0-=
2. S-lope = '�` 2.65% from NW corner to SE'corner
113.0
3. Site condition: Light grass to bare ground
4. Existing coefficient of runoff = CEX =-0.20
Using the Yrjanai-nen - Warren method to determine the retention volume
necessary to -detain 100% of a 10 year frequency storm:
Longest distance from headwaters to point of diskcarge = 113 feet
Overland flow velocity 1.63 f-P.S. 2.65% @ site conditions noted
above
Chart 1
Time to concentration L/V(60) + 10 (113)/(1.63)6o + lo = 11.16
mi,h.
Intensity ilo = 1.53 in/hr from Seattle curve for 10 year storm -
Chart 10
Qallowable Qexisting = CexilOA = (0.20)(1,.53)(0-177)-0.054 c.f.s.
Prorate future coefficient of runoff:
Gravel (1235) 0.028 ac. @ 0.70
43,56o—
� 0.020 ac.
Roof & concrete 25,252 0.058 ac. @ 0.90
43,560
= 0.052 ac.
6 3. 2 (2 7 - 3 ) +5 2 6 nc. (,,, 0.85
Asphalt driveways 113,5W o.olo
0.03e, ac.
.Planter area 0.177 - 0.128 0.049 ac. (,0 0.20
0.010 ac.
0.177 ac.
0.118 ac
Cfut
0.667
0.177ac.
Qall. 0.054
0.459 c.f.s./AC
QO Cfut(A) _'(0.6670777
T -25 +Vj_7 -25 + /1762 36.97 min.
VTO.
00 59)
Qo
Vs (282O)T 40QoT (2820)(36.97) - 40(o.459)(36-97) 1003.6
ft.3/ACfut
T+25, (61-97)
Vtotal Vs(A)Cfut = (1003�)(O-177)(0.667) = 119 ft.3
KIL)NICIPAL ENGINEERI NG 0 WAIER SUPPLY e
WASTE
TRrATKIENT
SIJPVI:�'� r-
(At)A'�'TPAI i t,, t i j r t' P, i ri c.
A I k P6 R I' V1 A N N I N C. 1, 1 1 ", I c, N 0 N I A 1, 1 N A ", o
1'(_) R I �',
I H 1) 11', 1 K I A 1
1) 1 \/I I () I'N I I H 1
0 1 1 A 1� I I; I I I I I I 1 1, 1 1
December 19, 1978
File No. 7159
Revised January 26, 1979
Page 21
STORM DRAIN RETENTION CALCULATIONS FOR TRI-PLEX OF JOHN ECKER (cont) I
Size the retention system: ___jl �
Vol. provided by surface ponding I
_9 ft.3
d _�8 x-0.5'deep at one end only (see diagram belbw)
0,
Use at least a 20-fi�t wide pon x
H
Vo 1., 3 ( AA + [�AAB + AB) f t, . 3
68
( 5+ 5(1.8)+1 . 8 2 2 2 f t . 3 '> re a u i r e, d ' 'o' . kk
do r i f = ��) head = max water surface less invert
3�.054 c.f.s.
ft, ;�
h Qex = 0 elevation
F_4_F.0_54_)______' x 12 = 1.38 in. = 452-59 - 451-53 = i.o6
1( 0 - 6 3 ) �
Use, 1-3/8 in. orifice (restrict the 4" P.V.C. to 1-3/8" diameter using a
metal'plate) See cross-section on drawing.
Assumptions:
I.'. The south three stalls will be ponded 0.5 ft. deep(only over the catch
basin), as shown on drawing for approximately 60 min. It will average 3" deep
for 3P min. covering only half of these stalls.
2., '- Any flow over a 10 year storm will overflow out the driveway and south
to the existing catch baslin.
/6) 30'='
7 37
Z;_1
Ce,
(OT6 -6), - -
Al 11,14y,
0- L) W-e— K a n
-ZS-
--7 3
VT-�
44
A Ae-
-Tr
V-S
ivN
Ma 9: IN I
IL
Li
w> Lj--
CDj
�Dl,
L
�--�]X, -
L,t,�4�4 ! ..--
j
LI
D LI 1�
2 0 8 T H PL. SW,
E'
a.
0
gX45 7 OD
C
j
CID[
(L
0
OD
E; 11-�, ( -.- -7
b-It F-� r-�
0 0
0 0
Ct Ct
m 0
04
w Y/fq ar w
RJ
428
431
212TH ST. S
6770 MJ
STREET HLE
A I havV.-,
;Zea, ?ffZdd**M & 4dJ0a4&4, '796, ENGINEERS SURVEYORS PLANNERS
324 Main Street * Edmonds, Washington 98020 a Telephone (206) 775-3434
RECIEWE0 December 27, 1978
0 K I File No. 7159
0- 2 " 1978'
Dir. -Of Public.Works
Mr. Bob Franklin
City of Edmonds Engineering Dept.
Civic Center
Edmonds, Washington 98020
Re: Storm Water Ret/Det System for
John Ecker Property, Lot 7,
Lumar Addition
Dear Mr. Frankl in:
The following are the soils logs and percolation data for the proposed
tri-plex on the above mentioned property:
Soils Log taken December 26, 1978
011- 4" Very gravelly sandy loam
4"-2411 Dark brown gravelly sandy loam
2411-4011 Gravelly loam mixed with silt & clay, moist and mottled
No. -water table encountered
Percolation Data
0"-24" depth 10 min/in
24"-40" 35 min/in+
The attached plan gives the approximate location of test hole.
Tf you have any questions please contact our offi'ce.
Very truly yours,
REID.- MIDDLETON & ASSOCIATES, INC.
A
Enclosure
ARM/ejj
MUNICIPAL ENGINEERING o WATER SUPPLY o WASTE TREATMENT o SURVEYS & CADASTRAL ENGINEERING
AIRPORT PLANNING & DESIGN o MARINAS 9 PORT & INDUSTRIAL DEVELOPMENT 0 FEASIBILITY STUDIES
I j
u
I
LAIVE
V/ 11-25-
ZOAC. P4,11EMENT
5CREW CAP
131gThIM. OR)FICE—
,6TRUDED, ORB'
RE5T)?1C;r0R.DETA1L
NOT TO SCALE
'15TING CURB
9 GUTTER
1.7_1.�o '�` 71_F-4PYC-Sr1140 W1
..Cdl7 AL. SCREEN WSW.
te 452,09 a BOTH EA05
te. 461. 63 -
BENCHIORK
5, E. C08NE R - -152. 0 46A56D ON CaRB
INXERT ON �5-9=7- 9910. 1387)
DATUA
M.L.L.W.
GENEM L 'NOTES
1. ELE44TIONS SOWN IqRE
ELEYA TIONS IN P198,CNr1W5,C5 ARE 101W054C.D
C PXYING.
.2. �]/ R001-- DRAINS To &C CONAIEC TED TOAC 104RM6 ZOT
o INDICXTES IPON PIN FOUND
CITY OF EDMO ENGINEERING DEP
Examined by
D te
CITIV OF ZDXWD5
STORM RETENTION PLAN
V,
FOR
V
6
4�
I L
'JOHN ECK r
kk
TRIPI EX ()F LR
-ADDITION
LOT 7, LUMAR
CITY OF ED MOA10S, WA.
S -7 R
aEET FILE
Rea, W4U&ao
ENGINEERS SURVEYORS PLANNERS
324 MAIN STREET, EDMONDS, WASHINGTON
D . RAWN CHECKED DATE FIELD BOOK SCALE FILE NO-7159
9ED 5,URFACE' S;r0R,9Gf A Dhlg R R 5 12-11-78 — /I/ = . 8 SHEE . T ) OF / , ,
I �
kc) 80 PL iv
z
(9/w t 11yr
#2 12-14-
V1 11-25-
Qb
c
Z"Ac. A4 11EM E N
T) 6f15T1VYG C1JR0
9 GUTM?
F
5CREW CAP
"TICE
131g"DIM. OR) sy
7 L F- 4'PY&Sa. 40 W1
17 At. SCAEEN MESN -
te 452, ago7H END,5
ie. 46,1.
RESTRICORDETAIL-
NOT TO SCALE
BENCHMARK
5. E. CORIVER - �152. 0 rgAS,67D ON CLIRB
INXER T ON 0 -gUIL 7- 09167. Z 38 7)
OATUA
M.L.L.W.
GEINIML NOTES'
I. ELEY,477OAfs :5kloWN ARE 14pppoglg�T
ELEYAT108,5 IN P118,ENrA1f-S,6s' 1JRE PgoPo5zc-D
' C PA)IING.
.2. All R001- DRAINS To 5C CONAIECTED TO A-CIPARfflNG Zor
'-5 IMN PIN FOUND
3 o 111D1cX7Z
01
STORM RETENTION PLAN
FOR
TRIPLEX OF JOHN ECKER
LOT 7, LUMAR-ADDITION
8, T Mi-Etf f- I L 9F. D MOADS WA
Reaf Wea"oe .4ddadarej., lac..
ENGINEERS - - SURVEYORS 0 PLANNERS
324 MAIN s�rREET, EDMONDS, WASHINGTON
DRAWN CHECKED DATE FIELD BOOK SCALE FILE NO.
44. 14 V 12 -1Y -78
OF
I �
80 Ed Pt. w
pp
LINE
C11)
Qb
'CLI
,EXTRUDED, RR
e"AC. PW VEM E NTj 5fl5TING CURB
9 GU rTEl?
5CREW Chp
131g"D1,1M. OR) 7 L F- 4';PYC-SC11 40 W1
17 —Al. SCflEEN WS#
te 452,09 La BoThf, EAtDs
z e. 46-1-63
RESTRICTOR -DETAIL
NOT. TO SCALE
5. E. CORIAN91 R - �52 o OxsgD oN C41R13
INPERT ON 1�5-9=7' 09/6. 1387)
DATum'.
A LL W.
GENERAL NoTEs.
CELEV14710155--kJOWN lqRE114PRpollIvATC.�
ELEYATIONS 1NP198fNrA&'S,65' 141?,E 101W05,CD
h, C RAYING.
2. A I / RO OF DRAINS 7-0 BC CONNEC TED TO A -C IP4RKING Z 0 T
J cr MIDICMfS I&N P11V FOUND.
STORM RETENTION PL"AM
FOR
AER
ECvr
LEX t)F JOHN
TRIP
LOT 7, LUMAR -ADDITION
CI TY OF ED.ffh99T'HLE
I )
A I I- P� f- 1� A A I-
80 Ed PL. W
p
,6TRUDED, C R'S 5X15T11YG C11R.8
Z"A. C. R4 MEM E N Ll
GUTTER
5CI?EW CAP
1-410 TIM. ORIFICE- -
7 L F- 4PYC-sc#- 40 W1
C817 AL. SCAMN WSW
te 45z.09 a BOTH ENDS
i e. 467. 63
RESTRICTORDETAIL
NOT TO SCALE
O'BENCH14ARK
5. E. CORIVER - -152. 0 OX59D ON CURB
�NXERT ON �5-9UJLT 0910- 1387)
,PATUA
M.L.L.W.
GENE&qL -NOTES.
EL-EY,471-W SOWN IqRE IMPRoggATE.
ELEYATIONS IN P191?fNrX_rs,6s- 11RE 101?,oP054c_D
h. C PAYING.
2. All ROOF DRAINS TO BCC01VAIECTO TO &FMING ZOT
3 MIDICA72fS JAM P11V FOUND,
APPRDffD DA TE
C17 OF fDN01YD5
STORM RETENTION PLAN
FOR
1p
L
TRIPLEX OF JOHN EC"R
LOT L UIVA R A DDI TION
OF EDMOA105, WA.
ClIXMEET FILE
SY 4- NA &Z S
4
IE�XvrsrlN�r :
80
H" F-7,
STREET. FILE
01
0
4
&A 1z P�ktllr% C-4-111
to
WMF
,
JZ(J5RZP_-
im�W.AMOM
�T*�327' I- -M,
J�A
VT
7
10 6,,t�
YT LL
T�
TW&
:4ENIERAL C NOSITRUCtION 'ITOT11112
did gionso&n d' ng. with the.-�
"lion
work.
.2.
Cooply with al! applicAble'60'deli and orilinan es Secure and pay f or all necessary
potmi t a
3.
are!�to cetle'rlines'of col a d i ter. ior walls 'and
Dimensions shown on the drawings um n an n
to outside f I ace of concrete and ntudsi1U-nl6s,s.�oth0r`s-1iOe, noted..
�4.
r n loads: Floors..; ...
f
Roof ...... #..25 psf
Wind..'.
5.
Concrete: Ir Allack mix, 7/811 hard, dutable ag,&rq9AteP,*
� C,,� . 1
6.
I - .1
Reinforcing steelt fe.201000'psi; 4ap bars 30 difimoters-.
7.
11 (P�41500 Psi); hewas
Framing lumber;-- Beams,- rOulas Fir 110 Joists and rs: D6ugla�,
-Fir, kNo. 2 or better (I"ba 1250' ps, i) s plates' and bra6ihg,:, S, t u d
rade touglas Fir.
8.
Iic,,nse rues
Scissors trusses for,ihe roof are' to be pro-falbrib&ted by a. c d, -t
turer who is approved'by -the. local bu i Id ing 4uthority.
9.
I ports and:, -under Walla runnibt'o. -
Install solid blocking at, a I joists over.sul,
opposite direction to joist span; 1-ouble Joists under partit iond running_par;� a
k
PLA4r-, Z
N
vf b J 0 (