521 3RD AVE S.PDF111111111111
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521 3RD AVE S
CITY OF E MONDS
PIMLIC WORKS EMINEERING
ACTION REPORT
N9 1860,
SUSPENSE DATE:
Date: Time: 1C) File 4
Attachments: F--1Yes
SUBJECT: 7 r--INO
ZI Oc2
/"� 5— 2 7 "' --7- X
REQUESTOR: NAME:
ADDRESS:
PHONE: 7 7 7 /-7
REQUEST RECEIVED BY:
TELEPHONE
CONTACT IN OFFICE F--j
OTHER: r--1
RECEIVED BY:
ROUTE TO:
MM904A �IMMMWM
low
u"19
M�Mmw
OM
BEN
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L
All Concerned Notified
Action Completed/File.
e
9
0
ADDRESS: ��21 74�w -!�
TAX ACCOUNT/PARCEL #: /113-4 &_&g ZZ
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: El Conditional Waiver E] Study Required E] Waiver
CRITICAL AREAS #: DETERMINATION: Conditional Waiver E] Study Required Waiver
DISCRETIONARY PERMIT #S:
DRAINAGE -PLAN DATED:
PARKING AGREEMENTS DATEd-
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: w 12��
SEWER LID FEE $:
LID#:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) M e�7 6;17
GEOTECH REPORT DATED:
STREET USE/ENCROACHMENT PERMIT M
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
U P P P_ P, 521 /k,
C AZ-rC V4
BAS%N DETENTION PIPE LENGTH CON7ROL CATCH
(Yrzr4T) BASIN
) r— I' MIN , 2,YbAAX COVF-P, --I �7
5 LO P F_
J
SYSTEM CROSS SECTION
IL SEE PAGE 3 FOR OUTLET CONTROL DETAIL
OLrrLrT
4
To 0 LIT L-E T
(N*PRAP OR
P,UNOFF
SIPPEADER)
2' . Z' . (o" DZE-F, 4t- 6 " SPALLS (OIL rQu^L)
3S"' D E E�.
:f'- 2' x�P, V4'- CRUSWED ROCK
FROM
0 ,i_L�T
U_ r L r: T
CON-17ROL
RIPRAP OUTLET
VVA3HED &PLAVCL� [OUTFI-OW TRENCH, MIN 10' LON6,
'TOP 4 -4* PFPLF PIPE 'TO BE L-MVEL
FROM
oLrr6ET
CON_rR0L
4" ?F-RF P%PF- WITH CZAPS
RUNOFF SPREADER OUTLET
STANDARD DRAINAGE PLAN
DETENTION SYSTEM
PAGE I OF 3
for City of Edmonds
Engineering Dept.
location 521 3rd.S.
plan by
phone— 7Z5-2033
date— 8/25/86
DESIGN DATA
System I nip e r:m,,,,Pj!`pp(e -Pipe Orifice
Number Area D1aflmVtf`ength_,-01iameter/_
NOTES
1. Call Engineering Division (771,-3202)
for prebackfill and final inspections.
2. Responsibility for operation and
maintenance of drainage systems on
private property is the rescionsibility
of the property owner(s). Material
accumulated in the storage pipe must
be flushed out and removed from catch
basins to allow proper operation. The
outlet control orifice must be kept
open at all times.
CITY OF EDMONDS
f -T
SITE PLAN, SCALE: 1"=20'
DRAINAGE PROPOSAL
One small home and garage exist.
on this site, and will be removed
to allow construction of this home.
The proposal is to detain all
runoff from the footing and roof
drains then weep through curb
onto 3rd.Ave..
The Driveway will slope to 3rd.,
and will not be detained.
Note -
A percolation test will -be
conducted at time of construction
to determine infiltration possibili-
ties. And the application modified
if possible.
STANDARD DRAINAGE PLAN
DETENTION SYSTEM
NOTE: DO NOT USE RUNOFF SPREADER ON SLOPES
OVER 15 PERCENT (WITHOUT SPECIAL DESIGN PAGE 2 OF 3
0
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27
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45-11 ts I S ol ol
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90 19
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Table 2 Detention Pipe
Pipe Diameter
lImpermeable
Required
Area Sq. Ft.
Vol. Cu. Ft.
15
18
2411
3011
2000
50
40
28
16
2500
62
10'
75
50
35
20
13
Required
I3000
3500
60
42
24
15
pipe
. 87
70
49
28
18
length,
4000
100
feet
4500
80
56
32
21
112
90
63
36
23
5000
125
100
70
40
25
Table 3 - Outlet Orifice Sizes
Impermeable
Outlet
Area
Orifice Diameter
Sq. Feet
Inches
2000
-------------
5/8
2500
5/8
3000
3/4
350.0
3/4
4000-
7/8
4500
7/8
5000
7/8
CITY of EDM'(ODS SO'E SEWER
For Inspection Call 771-3202 otp PERMIT NO
Address of Construction: 5,2?L—le
Property Legal Description (Include all easements):
/ry P/AP,!� A-hbl rvolu
Owner and/or Builder: L0 ro /4-Ai 1� 40 M
Contractor & License No: /* Z_ #_ 7_7 _K_ / W/t 4!9—
P E R M I T
07902
,ITEDMONDS
REATMENT P1
Singl:e Family Residence
"TRE"7T RLE
Multi -Family (No. of Units 0
Commercial (No. of fixture Units
Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way
Construction Permit required. Call One -Call -Center (1-800-424-5555) before any
excavation.)
Cross other Private Property: No Yes (If Yes, easement required,
attach legal description and county easement number.)�
PLEAS READ TI
I certify that I have read and shall comply
with the items listed on the back.
Permit Fee: 30-oo
Trunk Charge: OD
Assessment Fee:
Issued By: 1J_ . .
Date Issued:
Receipt No.:
'?_1146
Date
Partial Inspection:
Comments
By Date Ini.tial
Final Inspection Approved: Re%Al 4OLLAIVO
Date Initial "'B68 19r_'%JTLX=-Q
00
Rejected:
CD Reason Date I n Tt—i 'al
PERMIT MUST BE POSTED ON JOB SITE
Wh.ite Copy - File Green Copy - Inspector Buff Copy - Applicant /,,
Side Sewer Drawing
The City of Edmonds EASEMENT NO - ------------------------------- ---------
NEW CONSTRUCTION 9 REPAIRS F� LID NO. -- -------------- - ASMT. NO - ------------------
OWNER -HomEipst4n ------ kame-s ---------------- ------------------------ CONTRACTOR --Lu--r-7 — ------ B-ACKAO-e ---------------------- ... PERMIT NO. '75CO-Z
JOB ADDREss 5-Z-1 ---- 3--Rm ---- AmE— - ----------------------- LEGAL DESCRIPTION: LOT NO - ------ 4 ---------------------------- BLOCK NO. --1 -----------------------------
EDMONOt-
------------------------------------------------------------------------------------------------------------------------------- - --------------------------------
ITREATMENT-PLAN-7'
NAME OF ADDITION ------- CAM-4 ...... TINRV-k --- ANDD-1-7-r-10. N - ---------------- I -------- --------------
X�:z
C-ft-cl%p
ilir c
. ..........
6
5 ZI 3 Rt> So.
11
135.5
31br
larleot-M. Approved: =- All-16-1.40
2.03r 0015 15ekrrLe-R
3 RD DATE le40016,14 /784;--- ByJ ------------------------- -----------
PWW-"1-1 1/75 (REV.1 1/78)
E
N,-
APPLICATION
for
The City of Edmonds SIDIS SIEWER PER12UT EASEMENT No . ..........................................
NEW CONSTRUCTION EJ REPAIRS 0
—1 4 -0-0 - n r g- CT40
OWNER..... ....................................... ............. CONTRACTOR ......... ......................................................................................... PERMIT No . ......................
ADDRESS .5:;?j ............. .................................. LEGA-L DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
NAMEOF ADDITION .........................................................................................................................................
smasm
Approved: D Vc Tes-ta-d Oi� 5VAw r-
DATE................................................ By ............................................................
A,/E 6
T-)Z 0 7--, -P ',4.
0 ME L- �q A/ D ZA4Z.5. N.C.
2 2 4JA M E 6 6 77. ;5 U / 7-C 106
1-07- 4 &I-OCK ClrV P,.,qgk
A..C2;) -'7-0 �,E�CA,76AIC)�5 404&
a
LL
c In
FILE
STIIEE'l
7-46
4.ho 8 -a.
--6ewi
Li P P P- P,
C A.-rC- H
BASIN
T
VETEN710N PIPE LENGTH COI-rrROL CA-17CH
0
M1W , 2' MAX COVEP, ---I
'17- 5LOPE
all
SYSTEM CROSS SECTION
SEE PAGE 3 FOR OUTLET CONTROL DETAIL
0LrrLQT
cov4T;k0c
,4'
TO oLrrL-E-r
(N P RAP OR
P,UNOFF
SPREADER)
2' . 2' . G" 4t- 16' SPA&�LS (a% aau^�)
IZ'x 2* x 3�' 10) E E P, V4*- CAUSWED ROCK
FROM 7
OLrrLr:T
COK,rrROL
WA3HED &P-kVE'
— IL
FROM
WrLer
CON-rRDL
RIPRAP OUTLET
rOUTFLOW TRENCH, MIN 10' LONG,
70P 4 -4- PERIM PIPE -M IBE —v=L.
4� ?F-RF PIPF- WITH CAPS
RUNOFF SPREADER OUTLET
STANDARD DRAINAGE PLAN
DETENTION SYSTEM
PAGE I OF 3
for City of Edmonds
Engineering Dept.
location-521 3rd.S.
plan by H.Lewis
phone 7 -2033
775
d a t e 7-8-1-2-5-1-8 —6
DESIGN DATA
System Imperin Pipe Pipe
Number Area ,,,Diam',�ength
11900 1 18"1 28'L
NOTES
Orifice
Diamete:,,,-
5/81' 1
1. Call Engineering Division (771-3202)
for prebackfill and final inspections.
2. Responsibility for operation and
maintenance of drainage systems on
private property is the resDonsibility
of the property owner(s). Material
accumulated in the storage pipe must
be flushed out and removed from catch
basins to allow proper operation. The
outlet control orifice must be kept
open at all times.
V-- b/ , �—/- -0—
RAN
CITY OF EOMONDS
9 i -7/1 IV E
SITE PLAN, SCALE: 1"=20-
DRAINAGE PROPOSAL
One small home and garage exist.
on this site, and will be removed
to allow construction of this home.
The proposal is to detain all
runoff from the footing and roof
drains then weep through curb
onto 3rd.Ave..
The Driveway will slope to 3rd.,
and will not be detained.
Note;
A percolation test will be
conducted at time of construction
to determine infiltration possibili
ties. And the application modified
if possible.
STANDARD DRAINAGE PLAN
DETENTION SYSTEM
NOTE: DONOT USE RUNOFF SPREADER ON SLOPES
OVER 15 PERCENT (WITHOUT SPECIAL DESIGN PAG,E 2 -OF 3
6
LL)
< z
Oj C LJ
n 1h Ln CL (1.11
ot,
ID. OZ 0
09
cr
0
< m
w w (D
Q.
ILL
Ll-
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U-
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ot,
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If
0
Table 2 Detentlon Pipe engths
Required
MImpermeable
Area Sq. Ft.
Vol. cu. Ft.
2 000
50
2500
62
3000
75
3500
87
4000
100
4500
112
5000
125
Table 3 Outlet Orifice Sizes
Impermeable
Area
Sq. Feet
2000
2500
3000
3500
4000
4500
5000
0
Pipe Diameter
1511
1811
' "f
2411
2
3011
40
28
16
6
14 1"
10
50
35
2
20
0
13
60
42
24
15
71
7 n
0
49
28
18
80
56
32
21
90
63
36
23
100
70
40
25
Outlet
Orifice Diameter
. Inches
5/8
5/8
3/4
3/4
7/8
7/8
7/8
Required
pipe
length,
f eet
ZONE NUMBER
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION joB
NAME (OR NAME OF BUSINESS) ADDRESS 521-3rd Ave. S.
W HOMELAND HOMES, INC LEGAL DE N CHECK LID NO.
1:�� I SU BDIV ISION NO.
�LJ MAILING ADDRESS I I
CITY TELEPHONE NUMBER PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EDMONDS 1775-2033 EXISTING ("r� REOUIREDDEDICAT12L
NAME PROPOSED gr, 0
DESIGN CONSULTANTS RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED C1
ADDRESS STREET USE PERMIT REQUIRED C
R
903 - 10th ST SEE ENGINEERING MP/E
0 /DED
CITY TELEPHONE NUMBER
MUKILTEO 1745-6569 REMAR5S
NAME
HOMELAND HOMES. INC,
ADDRESS
00 1 TAML'Ll CIP METER SIZE IBUILDING SUPPLY SIZE IFIXTURE UNITS
CITY TELEPHONE NUA
EDMONDS 1775-203
STATE LICENSE NUMBER
HO ME LHI*174KE
Legal Description of Property - Include all easements
(show below or attach four copies)
Lot 4, Block 1 City Park
Addition to Edmonds
REMARKS
SIGN AREA I COMPENV. REVIEW
ALLOWED I PROPOSED. LETE I EXEMPT
VARIANCE OR CU
REVIEW BY
ADB NO.
YARDS, HEIG T LOT COVERAGE
-C
FRONT'_'.40 SIDE REAR �a�
I V I
I Al NEW Mx RESIDENTIAL
ADDIALTER COMMERCIAL
REPAIR RETAINING WALL
EXCAVATE
0 DEMOLISH OR FILL
PRE -MOVE INSPJ
REMODEL COMPLIANCE _INSP.
PLUMBING
MECHANICAL
SIGN
FENCE
x _FT)
SWIM
POOL
CHECKED BY
TYPE OF CONSTRUCTION
V
ICODE
HEIGHT
25
SPECIAL INSPECTOR
REQUIRED
0 YES _ 0 NO
AREA
GROUP
OCCUPAI:�c
OCCUPANT
LOAD
WOOD STOVE 1
INSERT APT.BLDG
RENEWAL
REMARKS
AMIA41- T1V5U1_ ):35Z
IWZ3-7�4kl��,yz
34915
NUMBER OF STORIES
Two
NUMBER 0
DWELLING
[UNITS
One
NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
Construct sinRle family
dwellinR
This Permit covers work to be done on-oriv-1—
Any construct Ion-on-th-
drivA------
Pern
Perm
"A
sucd
ow harm
r
I empli
< what(
cr
of thl�
modif,
0
x nor
prov.1sl
I hereb
Informath
authorize(
state laws
ed thereb)
Code of th,
tign Insuraf
L=- 1-v'--',
ATTENTION"'
PLAN CHECK FEE
BUILDING
PLUMBING
1
MECHANICAL
LY.
1,
n.
GRADINGWILL
STATE SURCHARGE
�
ENERGY CODE
ild
Is,
,,e
0 PLAN CHECK DEPOSIT
TOTAL AMOUNT DUE
ATTENTION
THIS PERMIT
AUTHORIZES
ONLY THE
WORK NOTED
INSPECTION
DEPARTMENT
CITY OF
EDMONDS
771-3202
TION
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 provided.
OFFICIAL's SIGNATURE DATE
RELEASED BY:
DATE
0
Z
cr
W
W
Z
0
Z
W
cc
W
3:
Z
Z
5
0
Z
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING �OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3. PINK — Owner GOLD — Assessor
102-78
I
0 0
MEMO TO: Building Division
FROM: Engineering Division
SUBJECT:
After review of the subject building permit application, we have the
following comments:
1)
2)
3)
4)
5)
6)
7)
8)
Connection to City water system required.
Connection to City sanitary sewer system required.
Right-of-way permit required for any work on City property.
Driveway slope not to exceed 14%.
Back water valve required if downstairs plum�bing is below
elevation of upstream manhole.
Water and sewer lines to be separated by 10'foot minimum.
Builder/owner responsible for containing all temporary runoff and
erosion on site and may not impact neighboring properties in any
way.
Construction hours from 7:00 a.m. to 10:00 p.m. on weekdays and
10:00 a.m. to 6:00 p.m. on weekends and holidays.
mw �Vx' PA, uPMENISM
7,A
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PLANNING, WTR/SWR EET
BUJIDING,� 7
IRE
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SETBACKS.-
V *JCE/SETBACK.
ARL 777
CONDITIOW!"OSE* P it _7 7 _77T7 _77 7/—////////
.7
nKAP" 77TTF17777 .:v
ADB REQUIREMENTS CHECKED 777777777
4�
OTHER'
ZCNTNG-�REQUIREMENTS
5
ENVIRONMENTAL
6
ACCESS'SIDPE & VEHICLE ACCESS IT7717
7
te
D PLAN (Oil Si 7 TTI TTF T T1 TTTT1 it
8
1/777777/ 7TTFI-177
9
LEGAL DESCRTPrICN.VF.RIFICATICN -:j2,10i f77777 777
7777= 7T 10
fv Mill M h TM/DFDICATICNS 7TI777P7
M04NV - PUBLIC/ PRIVATE '117111 7TTT1777 7TR7TI7 7777777 12
EWER coNN).)LlrjCN IF NO LT6#.
�ATE S T _7fl7_777777T/_/777_
17TFI 13
pLAT/SUBDIVISICN REWIREMENTS /////,I it/Wifil/it /////J/
;, -.:; , I .. 77177777777-MMM 14
PERMIT 'REW
RIGHT OF -WAY CONSTRUCTIeN 15
777777
BOND -REQD FOR PUBLIC h -m7777/
-§5j-lSCCNDITIa]S E. GROUND 7 7 TF17 7 7 TTTTf T7 .16
WATER FIET13 ClfECJKED 77777T/T/ 17
NVING REQUIRED
it
18
CURB AND G17MIER. REQUIRED 19
TT/T/77/77
SIDE$VLLK �RSQUIRED
20
cuRB cur FOR DRIVEWAY REM 77TTITT177
7 F1 7 7 TR 7 21
SI( v p
S?REET NAME 'EOD': 7777TF/777
22
anjER SIGNING REDD.
23
SIDE SEWER AVAILABILITY
24,-
EXIST32.)G WATER MAIN QT?.E
7 25..
777777 4
SIZE "ov I
L6 P�wll_l
WATER MFwM
.'v /Wit/Wit
7f11111111
LINE SIZE �� __l_l'.`-!'-�, - i j;
77 " . -: 27.'.."'':
HYDRANT REguiRED 7!TTT=
28.
HYDRANT SIZE ExISTING
29.,
CROSS' CONNE)CTICN INSPECTION REQD
it
in 30:r'
MTER METER C3iARGE PBm'
Wit
FIRE �INE MARGE REQD SPRINIIUM
...... 32
4'.
%
T CUT, 77
OPEN DITCH EXISTING:,�f,'�: ITMI12
7R/77 T
it if
of
5
n REM
SIZE 37'
CATCH BASIN REQD:'"_-.-'lAQ�)` 3-8
777 7777TI777 _1� �.3
el INDICArIvu) uj SITE rialu,
9
SHOULDER 3
UNOFP
..�,_,o�sHALE OPEN R
mmr 40
MISC:
T RE W 7mm7l
14
REVIEWED BY: PUB C WORKS,MGR_
ENGINEERING MGR.
FliNTING MGR.,
N,
n
t