10310 238TH ST SW.PDF111111111111
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10310 238TH ST SW
ADDRESS: 57-6,70 ACCOUNT/PARCEL NUMBER: 6�1 47R� DD/) zy-F D�
BUILDING PERMIT (NEW STRUCTURE): 0
COVENANTS (RECORDED) FOR:
CRITICAL AREAS : 110— OD3 v DETERMINATION: ❑ Conditional Waiver ❑Study Required Yfwaiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: l/ 5 J 1 2,— I b
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DA'
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DA
i*-b - 11�+
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LATEMP\DSTs\Forms\Street File Checklist.doc
USE PERMIT
CITY OF EDMONDS ZONE NUMBER
..may s• 960
CONSTRUCTION PERMIT APPLICATION JOB su E/APT#
OWNER NAME/NAME OF BUSINESS ADDRESS '% �"
LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO.
w MAILING ADDRESS
O �� , ✓ r `� PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved ❑
CIjY ZIP TELEPHONE NUMBER RW Permit Required
EXISTING REQUIRED DEDICATION Street Use Permit Req'd ❑
Inspection Required1-44
NA PROPOSED Sidewalk Required
METJRJSIZE LINE SIZE NO. OF FIXTURES PRV R UIRED
w ADDRESS VES NO ❑
U � ^ /^ t REMARKS
a CITY , „ ZIP CL PHO�N��� (�,C-� •W/e(Nfj /�C-t17ra C!!t'✓G :.IL C7 i /V
L_
NAME i•� L �J S /o %a RW/ /0
DD ESS F7AJA4- l�=A'9;W4 /, i-9- �'C���
cc ENGINEERING MEMO DATED REV EWED BY
U
CITY ZIP TELEPHONE NUMBERL
Z VIRE MEMO DATED REVIEWED Y W
STATE LICENSE NUMBER EXPIRATION DATE
C s SIGN AREA SEPA REVIEW ADS NO. IIIIIIIII
Legal Descrip loner f Property - in lud all a ements ALLOWED PROPOSED COMPLETE EXEMPT
SHORELINE N
z �1iT r 1 V
EXP
VARIANCE OR CU PLANNING REVIEW BY DATE
o--� ,avl•- /4 /9G �,
SETBACKS — FEET Q HEIGHT LOT COVERAGE Z
w Property FRONT S• SIDE r r REAR 47 S Z
Tar Account . /�" ^ ^ ^ / EMA S
Parcel No. � •) T t ' � � �� • (' 1, (J 1
NEW RESIDENTIAL PLUMBING
ADDITION COMMERCIAL MECHANICAL
REMODEL APT. BLDG. SIGN
❑GR t1t /J�) FENCE CHECKED BY TYPE OF NSTRUCTION CODE i OCCUPANT
REPAIR ICJ —{.+.t CYDS. (__x_� GRO
r. DEMOLISH WOODSTOVE a SWIM POOL SPECIAL INSPECTOR .AREA &45 / OCCUPANT
INSERT HOT TUB/SPA REQUIRED YES K�iJ y LOAD
GARAGE RETAINING WALL/ 13
ROCKERY RENEWAL MARKS
q PROGRESS INSPECTIONS PER UBC 305 =
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: S
NUMBER NUMBER OF CRITICAL / ♦ / J Yl
Lu
0 OF DWELLING AREAS
STORIES UNITS NUMBER
DESCRIBE WORK TO BE DONE (ATTACH PLOT LAN)
CiNS /L FINAL INSPECTION REQUIRED
O O h • ' VALUATION FEE
V PLAN CHECK FEE
/JL.I v
HBUILDING
ell le, EAT SOURCE: GAZING
'`tab j % PLUMBING
Plan Check No. /_ MECHANICAL
This Permit covers work to be done on private property ONLY, GRADINGIFILL
Any construction on the public domain (curbs, sidewalks,
driveways, marquees, etc.) will require separate permission. STATE SURCHARGE 41
Permit Application:180 Days STORM DRAINAGE FEE U
Permit Limit: I Year - Provided Work is Started Within 180 Days .
"Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE 250
y successors in Interest, agrees to Indemnify, defend and hold
J harmless the City of Edmonds, Washington, Its officials,
Q employees, and agents from any and all claims for damages of
< whatever nature, arising directly or Indirectly from the Issuance
= of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT
omodify, waive or reduce any requirement of any city ordinance
x nor limit In any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE h
provision." ,<
1 hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL F
Information given is correct; and that I am the owner, or the duly
authorized agent of the owner. I agree to comply with city and THIS PERMIT This application is not a permit until
state laws regulating construction; and In doing the work authoriz- AUTHORIZES
ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her
Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is
lion Insurance Bad RCW 18.27. / INSPECTIOIJ.. .acknowledged in pace provided.
SIG U OW A NT) DATES NED DEPARTMENT ,'
CITY OF o f�ISIG E AT
i• ~ ' 3 �b
EDMONDS
CALL FOR AELEAr S 6ATE
ATTENTION INSPECTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE ��� Owwo
UNTIL, A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ,. 11 ORIGINAL — File YELLOW — Inspector
A CERTIFICATE ,OF ;OCCUPANCY HAS- BEEN GRANTED. UBC
CHAPTER 3. ' '✓ PINK — Owner GOLD — Assessor
1.0
/0
CAREFREE' HOMES IN C ,
�U
GV-Af)imG 'Rom �
� ElZosraW �.ONT�OL
ALL -M 915 1 lv PGAc,E ��
Co BUST � E �t rV s �
MAR 18 I999
2 3 9� k 5+_ S. W. PERMIT C
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GARDEN OF PRAYER
/2
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GARDEN OF THE APOSTLE
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56
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GARDEN OF MEDITATION
N3
GARDEN OF THE LAST
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GLENEADD.
C. I I 45L
r
Parcel Number
5551 000 001 00
5551 000 002 00
5551 000 003 01
5551 000 003,02
5551 000 004 00
5551 000 005 00
5551 000 005 01
5551 000. 007 00
Owner Ome
MISCHKE DAVID & KATHY
MISCHKE DAVID & KATHY
ROSSI LIMITED PARTNER
WOODWAY COMMUNITY CHU
SHANE MICHAEL T
KERSLAKE DALE
BERKLEY LOU
HANSEN DIRK A
Site Addrols
---------------------------
23809 104TH AVE W
23817 104TH AVE W
*NO SITE ADDRESS*
*NO SITE ADDRESS*
10304 238TH ST SW
23827 104TH AVE W
23905 104TH AVE W
23911 104TH AVE W
31021 03 3 0 27- ct> oy f�,T, C..m.m„ (;t,„,-u.,
10 ZLo
t
Nor- Waa*t 6-1--b Dzh^.�dl
Phone
542-2425
542-2425
283-0864
542-0775
546-4945
542-0796
The Information Provided Is Deemed Reliable, But Is Not Guaranteed.
STANDAf# DRAINAGE DETENT(q! SYSTEM
WORKSHEET
OWNER _-CC�F2tr�� �I�►�1���iv L CALC BY• - G-&'Sk�
ADDRESS 3 2 a a oZd � S� PHONE: 774 1 q `- -2---
k" r? .h IAJ-804 W2Z� DATE: 112 /1
*****DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
,, � II
2 3 moo" : S Q !FT su)1 !.•G Cj (tiir� L-E
Y X 3A
DETENTION PIPE LENGTH ♦ WASHED GRAVEL
OUTFLOW TRENCH, MIN I ' LONG
TOP AND 4"PERF PIPE TO BE LEVEL
RIM ELEV I'MIN COVER W MIN SPACE FROM
2'MAX COVER RIM ELEV CONTROL
1• L OUTLET I*
tYa M , ;IeV
c
IJ4"PERF
4" 0 MIN T PIPE W/CAPS
.S :-f. SLOPE 4" 0 PIPE MIN. W
z i
_ Zm
• r ORIFICE L A RUNOFF SPREADER
-----OUTLE-T--'
INV ELE - INV ELEV
n�C 7 N CONTROL CAFCN
BASIN BASIN
/"y
/�� '■2'x6"DEEP, 4"-6"OUARRY
t/'••"y•`• may,y� SPALLS
'-., 9 tR ■ 2'x 3" DEEP, 3/4" CRUSHED ROCK
x ' SYS?ENF CROSS SECTION `
•y•.L: FROM CONTROL
l,� •�: OUTLET
RIPRAP OUTLET
RECEIVZO
MAR 1 6 1996
PERMIT COULTER
FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM
NOTES:
1. Call Engineering Division (771-0220) for 'a tightline and detention system inspection
G /�
APPROVED BY
before backfilling and for final inspections.
2, Responsibility for operation and maintenance of drainage systems on private property is the
responsibility of the property owner. Material accumulated in the storage pipe must be flushed
DATE
out and removed from the catch basins to allow proper operation. The outlet control orifice
must be kept open at all times.
REV 2 /9 2 6 `
C
0
Table 1 — Detention Pipe Sizes
Impermeable
Required
Area Sq. Ft.
Vol Cu Ft
2000
2326
62 57,7
2500
3000
75
3500
87
4000
100
4500
112
5000
125
Note: Allowable Pipe Materials:
3 250x IZ a
boo
Pipe Diameter
15" 18" 24"
30"
40 28 16
10
50 35 20
13
60 42 24
.15 Required pipe
70 .49 28
18 length in feet
80 56 32
21
90 63 36
23
100 70 40
25
Reinforced Concrete
Aluminized Steel
Aluminum
CMP Asphalt Coated
N-12 ADS (Not permitted on roads)
Table 2 — Outlet Orifice Sizes
Impermeable
Area Sq. Ft.
Outlet Orifice Diameter (Inches)
2000
5/86-
2500
5/8
3000
3/4
3500
3/4
4000
7/8
4500
7/8
5000
7/8
J �!'
of ;c. ';•, .
Table 3 — Rectangular Catch Basin Requirements
Detention
Max. size
Catch Basin
pipe diameter
knockout
Type
< 18"
20"
Type 1, CB 15
18" to 24"
26"
Type IL, CB 16
24" to 36"
36"
Type II, CB 19 19 (48" Basin)
36" to 42"
42"
Type II, CB 19 19 (54" Basin)
*Source: Assoc. Sand
& Gravel Co. Standards
aRAES /o :3. ��
Revised 3/16/95
5
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MAR t 8 199
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CA F NO.
to
Aitical Areas Checklist ,
Site Information (sods/topography/hydrology/vegetation)
1. Site Ad4i`r i�ca .—1 / d 3/ 0 a.
2. Proper
fyAcootin f •Numbar: _ SSS/ 40 Q OU 3 —0
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? yes; t/ no. -
If yes; how is site developed? ;'
5. Describe the general site topography.'L(3teck all that apply.
Flat: less than 5-feet elevation change over entire site.
n Rolling:,tdopes, on, site generally less than 15% (a vertical rise of•10-feet over a
liorizoacal d-istance of 66-feet). '
Hilly:.; •,r.slopes present_on site of more than 15% andless than :30% ( a vertical rise, .
: ,of.10-feet over:a horizontal distance of 33 to 66-feet).
5
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
r,horizontal distance of less than 33-feet).
'Other (please de'stxibe):
6. Site contains areas of year-round standiag water: IVJ ; Approx- Depth: •
7. Site contains areas of,seasonal standi A d ; Approx- Depth:
. ng :water: .
What seasons) of the year?. Fs; vt�4 :sa.; � { . • f, ; : ?�:
L-
8. Site is in tN floodway /VX floodplatn of a water course...
9. Site contains a creek or an area where,water flows across the grounds surface? Flows are year-
round? A16 Flows are seasonal? ' (What time of year? ).
10. Site is primarily: forested ; meadow ; shrubs" ; mixed �
urban landscaped (lawn,shrubs etc)
11- Obvious wetland is present on site: Nd --- -
For City Stag Use Only
4.1 Site is Zoned? {Ps— �.
• lab=�'- � C-�e,�'+.�. !�n-�
� o �-�3°.�'ScoP�
1-: . ` SCS mapped soil tyj*t)? . „". _ • `
LY-�=��
3:::'::- Wetland inventory or CA. map indicates wetland'present on site?. /A9
4 Cntical Areas inventory -or CA. map indicates —Critical Area on site?
5 :Site within designated earth subsidence landslide hazard area? _ 0 O
6 Sde designated on the'IEnviroameatally Sensitive Areas Map?. -
:DETERMINATION
•. > : i `aTUDY REQUIRED CONDITI0NAI ;WAIVER
X
VER
• J
Rei �iewe$ by ` �
--
�. :D
tip£:
1 - 1
p• Ij •�
t' �.ry
Rev0IM404
1 � -t a. :2a"�.' N 31. / 'y. �y\ {''lt 1 =• 1� •it\ ( S) {
{ •; 1 . 1 l'.1 � fT {'• , �!A- J 1 �' t..�.,•i. f'•• � ` �ti ;•✓`�J �� - �r�. `�,i 1� .�!{- {'
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4- 1 P-k 'O.Y in*
.4 WA YJRE,CEIVE'
�J
P ;COU ERMIT TER
0190-199-
City of Edmonds.
Critical Areas- Checkli F, r..
The Critical Areas Checklist co . ntained on W and .submit itto the City. The -City_
will
ibe
this form is''to out any person-
imew the ch6dklist; make rsory site
a precu
preparing a Development Permit
'"visit;and make a: determination of the
Application for the City --bf -Edmohds pfibr !:s,`---.----subsMent
-:necessary to
steps 'cbmplete a
to his/her submittal of a deidopment
'devel(Oment permit application.
permit to -the City.-1-Z
With a- signed copy. of this form, the
The purpose of the Checklist is to enable
applicant should also. submit a vicinity map
City staff to determine -whether any----
-or plot plan for individual lots of the parcel
potential Critical'Ah:� or may6e----
with'enough detail that City staff can find
present on the subject liroO64., The
indld6tify the sutje* ct paicel(s). iff
information needed to.complete the,.- addition;, the applicant shall include
Checklist should be easily available from
Other pertinent information: (e.g..site
observations of the site or data available of
PW4topography map, etc.) or studies in
City Hall (Critical Areas maps,
(�i I unction with this Checklist to assist
or soil surveys).
staff in completing thew preliminary —
assessment of the site..
An applicant, ..or , his/her representative,
must fill but the diecklist,'sign and date it,
I haVe completed the attached Critii:iif'-Area .C.k&klist and attest that .ihe'ans-w-ets"provided ... are
factual' to the best-6f my knowledge (fill out the appropriate column below).
Owner Applicant- Applicant Representative:,.c
Nam Nam"
Street Address Q#* AAA
2�;
Phone. m 0�r, State, 71P
City, State, _ZIP,
SiVature -4.
Date Sigiiature
All
Ix
Aw" o
, 7111
- JMN,11 - t"
PLANNING DATA
SITE ADDRESS: I o 3t o - Z 38'^ ! ,p5cJ DATE: 4.1 +12 6
ZONING: (2-5 - 8 PLAN CHK#: 9& - 44
PROJECT DESCRIPTION: 5"Le -.�, �s:riance.
SETBACKS:
Required Setbacks:
Front: ZS ` Left Side: 7 Vi ' Right Side: 7 ',"2 ' Rear: I S'
Actual Setbacks:
Front: 3 c ' Left Side: (9 , Right Side: 10' Rear: 55 ' (!w/ 3.6 , r,,,.r)
CORNER LOT
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED N
+48
LOT COVERAGE: ¢38� ►'44Z
Maximum Allowed: 3sS Actual: x 1go l 5 o - 14 �o
BUILDING HEIGHT:
Maximum Allowed: Z5' Actual Height: 2W
Paw, -Cap 4 c 239- S-. So Da,-- 100.
SUBDIVISION: ot& - Se,- °111"
CRITICAL AREAS #: 96- 3o
SEPA DETERMINATION: NA
LOT AREA: IOSdo a
OTHER: t low 6e ►, AA aaf± s L, 4. 18220 - 23P _�. Sw
Plan Review By:.
it ' �OJECT REVIEW CHECKLIST*
NA
P4�C7
;_,,.fir j
�lpt t�► J�Mt: �/�I/2E�,�'��1��5 PLAN CHECK
Y`
PROJECT ADDRESS: /01 - C�Z39 S(� RECEIPT DATE: &
REVIEW
D BY: (I
ial/Da
e) `
PLAN.
WATER
7STRE
COMMENTS
FIRE
BLDG.
SEWER
ENG.:..:
Setbacks/Variance/Setback Adjustment
�.•
:.
;�;
Conditional Use Permit:;
ADB Requirements
_
;.{.
3 ;
4
Other Zoning Re uirements
Underground Wiring Required
Lot Slope 15%
}
SEPA Environmental Checklist/Hydraulics Permit
Tree Cutting Plan
:;,...
Plat/Subdivision Requirements
;"F
."."
-'
.
Le ai Description Verification
Quit Claim/Street Dedications
Easements - Public/Private
x{'�� A
v%° ":
12
Engineering Storm Drain Review Fee
""
f
„. MOM
Engineering 2.2 Inspection Fee 3v
Drainage Plan On -Site
Setback - Top of Bank. Stream, Water Courses
g:
Setback - Storm Drain Line
g
Open Ditch - Existing1
Culvert Required
;fig::.
Culvert Size
; 2-0 .
21
Shoulder Drainage/Shale Open Runoff
Catch Basin Re uired
22
Driveway Slo a & Vehicle Access oK
'''
?+� • } •t{: •
�+ ��Y��` A>v"
r-}'4•.{}'i$�.'•'?i>.�ri ::}i:tiyii:>{{•}i!:•ijv
"'""
23
Sidewalk Required o
Curb & Gutter Required
°'
;{::'L'x.::..`
"" '
`' x�'"`Y"'""'r`IAM,
,` \
Curb Cut For DrivewayNoRe Required N
26
Street Paving Required �o
"
. r.
<.: r<:28
:127
Right -Of -Way Construction Permit Required�:`�
Street Name Sign Required
: ".',:.v;.,
' .:.'^}
29
Other Signing Required
}". ` "'
`
'wh:#;'r.v<
30
Bond Required For Public Improvements Nv
r {;+.
.,- _
31
FEMA Map Check/Water Table
w,.
32
Side Sewer Availability OUW$j
"+
33
Calculate Sewer Connection Fee If No LID &1j�
`$
34
Create Street File
+f<
35
Existing Water Main Size
ff f
<.°.f.
Water Meter Size
`` Y' `" `t` %,,`.
Y Y+A:.
`iY
:.37
Service Line Size.r.
Y4
;
::38
Water Meter Charge Required
{ "`
ry} :" f+r
f
::39
Hydrant Required
Hydrant Size Existing'ti}
41
Fire Line Charge Required - Sprinkler
N}$w
:An
Street Cut _
_
"`n> ::>
43:
Miscellaneous _«°
44
Reviewed By:
FIRE
FILE:DATA123/PROJCKLS.SFN
PLANNING
ENGIN ERING PUBLIC WORKS
ic n�; c v;ew
pr- p is 4D s�-
n i- %, u n u u r 1, u H I H L 1 J
1
21
2
22
3
23
4
24
5
25
6
26
7
27
8
9
28
29
RN PERMIT DATE ISSUED RECEIPT I
10
30
11
31
12
32
13
PAID RECEIPT # DATE
33
SS PERMIT DATE -ISSUED RECEIPT #
14
PAID $ RECEIPT # DATE
34
15
35
16
-
36
17
37
METER SIZE PAID $ DATE RECEIPT
18
38
19
39
20
40
MAR t 8 1996 .
PERVITOOUN
tER
60C1114Ae-./OATUNi
C. CIAT15
�.e.�►55 L inJEl� ATEnlTi6nl POn/L� s`✓�1�
!'
tAlO
.57.7 CGU PT dV 1= E1� ED x
M 'S CCU FT VG e L i ►v P-r 3 31Ta %/1(_
v I 4; _
1 I�f- �►J G . ,
D,SQe9SION TackmN'
10 o� -I';pe = pvr- -
i ►d i!VAT AT 100-DO
LEVEL
rtn ��vJ,
•' as• b
1 ,
I Ge,,uEL
STAWLlta
3 , o _wrPA,ur6
ORIVEtIiA�f �TYI
c
GAsdf6� I
F/,, bollom GAP
¢N� .ram. .
Tap ag' <wAts.
�60'0
11��oERIiUA ILL€' x12-A
Derv% WAY 79 4> 19 z7 ptal n) '� c
c W ALV—; '1 7) n
r : '•r. -_1�5 ; S 48�
TO P. oAt
� Kauwl�/ttt�l� fi� �.
f '�• � ! •� PO 3 •�'� 'fit•/: \: '.�
PAR p
: r � .:r. NoT�' � �1.1�'A'P�,..,z'. ' �• � ;+, �' •� ;. � ,� •� � �a�c w� c ..�
l TO
a.
' I
`p!••�� -1�� ;0`Q�3ri1 TO.' S { � � ;� .R 11205
I.
a
_• ACGEPTie►BLE TI'Gt.L�JNEVATtRIAL. exPiaes .%O.3-
,
w
{ e66 40., PVC
�DR16-CaSTM D3034j
• . j j CARE-FRE� .'.HQMF I11I M ' .
S CALL
STANDARJDRAINAGE DETENTI0# SYSTEM
WORKSHEET
OWNER Cdh2t1-�� 4f3kQ-S--LfUrQ- CALL BY: G t
ADDRESS - 3 2 a Lt a0 S"� ��, ) PHONE: _ 7 `7 6 l q 'I�c� �---
n lQ
DATE: --�
"'DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
-FT �(JJ6� t�C wti r S
3/ 3(33'x6' ` . 2> -
DETENTION PIPE LENGTH
WASHED GRAVEL
/OUTFLOW TRENCH, MIN IV LONG
TOP AND 4"PERF PIPE TO BE LEVEL
RIM ELEV t'WN COVER MIN SPACE FROM
2'MA% COVER RN Et.EV CONTROL
i L I OUTLET 1•
T \
4" 0 MIN f \\ 4'PERF RPE W/C�AP�S^
.sSt—r4 SLOPE 4.0 PIPE MIN. �•. • w1YCYoTT/��Y�•
�r ORIFICE_ RUNOFF SPREADER
OUTLET
Ca,
-{ ��"�•. BASIN' `��, CONrRM CAr4CW
• � -e BASW
'
(,} y rL� � Yi E' DEEP, 4% 6" QUARRY SPALLS
SY EM CROSS SECTION 2-2- DEEP, 3/4-CRUSHED ROCK
j FROM CONTROL
OUTLET
RIPRAP OUTLET
MAR 1 8 1996
PERMIT COUNTER
FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM
NOTES: 1. Call Engineering Division (771-0220) for a tightline and detention system inspection
before backfilling and for final inspections. APPROVED BY
2, Responsibility for operation and maintenance of drainage systems on private property is the / /,'.
responsibility of the property owner. Material accumulated in the storage pipe must be flushed G�
out and removed from the catch basins to allow proper operation. The outlet control orifice DATE
REV 2 /9 2 6 `
r
Table 1 — Detention Pipe Sizes
Impermeable
Required
Area Sq, Ft.
Vol Cu Ft
2000
2326
62 S 7.7
2500
3000
75
3500
87
4000
100
4500
112
5000
125
Note: Allowable Pipe Materials:
x IZ bg
soo
1. eel -d= sa + � &6.7
s2.7 fr'
Impermeable
Area Sa. Ft.
2000
2500
3000
3500
4000
4500
5000
Pipe Diameter
15" 18" 24" 30"
40
28
16
10
50
•35
20
13
60
42
24
15 Required pipe
70
.49
28
18 length in feet
80
56
32
21
90
63
36
23
100
70
40
25
Reinforced Concrete ,
Aluminized Steel
Aluminum
CMP Asphalt Coated
N-12 ADS (Not permitted on roads)
Table 2 — Outlet Orifice Sizes
Outlet Orifice Diameter (Inches
5/8
5/8
3/4
3/4
7/8
7/8
7/8
EXPIRES /O - •
Table 3 — Rectangular Catch Basin Requirements
Detention
Max. size
Catch Basin
pipe diameter
knockout
Type
< 18"
20"
Type I, CB 15
18" to 24"
26"
Type IL, CB 16
24" to 36"
36"
Type II, CB 19 19 (48" Basin)
36" to 42"
42"
Type II, CB 19 19 (54" Basin)
*Source: Assoc. Sand & Gravel Co. Standards
5
Revised 3/16/95
Ij
-roTAL a Olo•qS
A ve-gAGE• `I 0 1 , 7S
ACTUAL I `2'S•5o
M A-1\
6LV oil) PLAW
CARE FREE HOMES IN C ,
NOTICE:
No warranty of accuracy.
The information shown on the attached map(s)
was compiled for use by the City of Edmonds,
its Employees and Consultants. The City of
Edmonds does not warrant the accuracy of
anything set forth on these map(s). Any person
or entity requesting a copy should conduct an
independent inquiry regarding the information
shown on the map(s), including, but not limited
to, the location of any sewer stub shown. Such
sewer stubs may or may not exist and may or
may not exist at the location shown. Neither
the City of Edmonds nor its employees or
officers shall be liable for the information given
on map(s), nor for any one representation
provided based upon said map(s).
a
11 R••
4 City of Edmond
RIGHT-OF-WAY CONSTRUCTION
Permit Number.
��"'•� MAY 13 1996 Issue Date:
A. i gij of Construction: �� c3/ Q� 2 F K S� SW
18 B. Type of Work (be specific): 7r-PoCh tLJ a41d ISC3re,
9 1 9 (AhdPv 9.3$l<h 5�' St.J ✓ �?fuJ 3UC. — l�e�iO✓Q K1W Oki 60-ip104
C. Contractor: _du 11 fu Pu 0 Contact: Ana / a , A- S
Mailing Address: /tic) t l 7 17 Phone: 69 % 6) -- 21 Q I L/
State License #: �%v,r �� 1,t IA �J Qp iability Insurance: Bond: $
D. Building Permit # (if applicable):
PERMIT
Side Sewer Permit # (if applicable):
E. ❑ Commercial ❑ Subdivision ❑ City Project J�L Utility (PUD, GTE, WNG, CABLE, WATER)
❑ Multi -Family ❑ Single Family ❑ Other
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut : JAyes []No G. Size of Cut: 17:�_ H. Charge $
1%
APPLICANT TO READ AN I' N "i 0-?
INDEMNITY: Applicant understands and by his signature to this application, agrees to ho)aithe y of Edmonds ha r ° ejas from injurie; ges, or
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made gaenst the City of Edmon7a; or s departments or
employees, including or not limited to the defense of any legal proceedings including defense costa, and attorney fees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINA STREET PATCH
IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILD FROCESSED.FOR,ISSU.ANCE TO T ff9Afi1i&CANT 1'-
P I a "e_jav .1.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above statements and Understand the permit requirements and the pink copy of the permit will be
O
�]
available on site a
Signature:
a l times for ' tion purposes. Q q
Date: S . U —.,
(ontraetor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY'
�-
APPROVED BY: t
� �� RIGHT OF.�WAY- DEPOSIT
5 `DISRUPTION
TIME AUTHORIZED: VOID AFTER ,vL DAYS FEE/FUND llle
pJ
SPECIAL CONDITIONS:.. 14 A- RESTORATION FEE,:
Q
PERMIT FEE:
V
TOTAL. FEE:
COMMENTS:
RECEIPT FEE.-
1
DATE: ISSUED BY:_....,.._.,.--
t.
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Eng. Div. 1994
FIELD INSPECTION NOTES
Comments•
IDiagram
(Fund 111 - Route copy to Street Dept.)
CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO
Partial Work Inspection by P.W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
4
H
® `.,��.C� • � �'PSi : . _ :.. � T_:,_ �}-1-= fir__
-i-f .
38 s
1o3`q �0 L-19366-X
3-10
CI1.. LIy �4;•t,i:i'�
1J
C
_T
T �
- 23��st 5w
I� Location: 27N3E36C Scale 1:50 ±
+� �r�-r;�+��T�r:+Y.,,,.+ ��i!f.;�u*f rt,i•�'�i'�".`D'»I; �,7:��'� •a'iv „its. APr»s'.� 4;�+'�r.,-`� �y� .�;;�. w .,-.''L.�l�+� i -%, �; � v �t F ::� � *"-
t
It '
City"," Of Edmon*
RIGHT-OF-`pVAYCONSTRUCTION
M
1 --mmm-- O
890 19C)
..i PERMIT
Permit Number.!76
—137
Issue Date:�7—
A. Address or Vicinity of Construction: 10310 238 St SW (9614453)
B. Type of Work (be specific): Install Service
C. Contractor: Washington Natural Gas
1
Mailing Address: 1122 75 St SW Everett
State License 11: 9R203
D. Building Permit # (if applicable):
Contact: .Mariamne Kingsbury
Phone: 356-7541
Liability Insurance: Bond: $
Side Sewer Permit # (if applicable):
E. ❑ Commercial ❑ Subdivision ❑ City Project ® Utility (PUD, GTE, WNG, CABLE, WATER)
❑ Multi -Family ❑ Single Family ❑ Other
INSPECTOR: INSPECTOR: �,I•�; �c u i`�l
F. Pavement or Concrete Cut : ❑ Yes ®No G. Size of Cut: , 'x H. Charge $
APPLICANT TO READ AMID -SIGN
INDEMNITY: Applicant understands and by his signature to this application, agreesfo hQ,(Ij tL' C, ity ojEdmonds harmless jrom¢��ries, damages, or
claims of any kind or description whatsoever, foreseen or unforeseen, that may bev made against the City of Edmonds, or any of its departments or
employees, including or not limited to the defense of any legalproceedings including defense costs, and attorney fees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL l
INSPECTION AND ACCEPTANCE OF'THE WORK. ESTIMATED RESTO IOEES WILL HELD UNTIL THE FINAL STREET PATCH
IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WI L PRO�°�SSE FOR ISSUANCE TO THE APPLICANT.
1
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above statements and understand the permit requirements and the pink copy of the permit will be
available on site at all ti es for inspection purposes.
Signature: Date: 5-24-96
( ntractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FUR CITY USE ONLY
APPROVED BY: RIGHT OF WAY DEPOSIT
TIME AUTHORIZED: VOID AFTER �_� �— DAYS DISRUPTION FEE/FUND 111:
SPECIAL CONDITIONS: 1 RESTORATION FEE: ' -
PERMIT FEE: �� 0
TOTAL FEE:
COMMENTS: RECEIPT FEE:
DATE: ISSUED BY:.
---
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Eng. Div. 1994
1p;
FIELD INSPECTION NOTES
Comments
Diagram
CONTRACTOR CALLED FOR INSPECTION
Partial Work Inspection by P.W.:
Work Disapproved By:
FINAL APPROVAL BY:
(Fund 111 - Route copy to Street Dept.)
❑ YES
Date:
Date:
❑ NO
Wadik M�
M�
Natural cis— = � • _ ,�
nwa#vxjonEnergvCon " Addendum to: City of Edmonds
Right of Way
I- Permit Applicatign
Submitted by: Mariamne Kingsbury,
Engineering Aide
Washington Natural Gas
1356-7500 X7596
G
O� U
Watermain depth uwt ^ccecsIDLIE
2 " gas main
.1S'6
NO Cam.. %S
Key:
-W- ,
Water
-G-
Gas
-SS-
Sewer
-&
Water hydrant
0
Water valve .
Washington Natural Gas Company
1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331
' w
M •M
M�
Wfadih
AVVhIvxjtonEmWCorrparN Addendum to: City of Edmonds
Right of Way
I- Permit Applicatign
Submitted by: Mariamne Kingsbury.
Engineering Aide
Washington Natural Gas
1356-7500 X7596
�I
Watermain depth U eK o cceAS10k�
12 gas main
2, b a eac S W
-5/6'
,o-610- I- -on b t q„ J
NO CAA. %S
Key:
-W-
Water
-G-
Gas
-SS-
Sewer
$.
Water hydrant
0
Water valve .
Washington Natural Gas Company
1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331
PERMIT APPLICATION REQUIREMENTS
to: Applicant .
.-rom: Lyle .Chrisman, Engineering Inspector
owner. t ;'- c� JC Plan Check No:
kddress: Date:
kfter review of the subject permit application, the following requirements must be met:
Construction hours are:
WEEKDAYS — 7:00 A.M.40:00 P.M.WEEKENDS/HOLIDAYS —10:00 A.M.-6:00 P.M.
A separate RIGHT-O&WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 18.60)
Truck haul route plan must be submitted and approved prior to permit issuance.
Builder/owner is responsible for containing all temporary runoff and erosion control on site.
(ECDC 1830.030d)
NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE
FACILITY. BUILDER/OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC
1830.50G)
FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION.
(ECDC 1830)
INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN
INSTALLATION. INSPECTIONS ARE REQUIRED PRIORTO BACKFILLING. (ECDC 1830)
Repair or replace all defective existing eurk gutter and sidewalk adjacent to the property. if an intasectlon is involved, a handicap ramp
may be required. Contractor shall meet with the City Engineering staffto determine the extant ofrepaIr
(ECDC 18.90) Pia to issuance of the permit.
Driveway slope shall not exceed 14%without a waiver. Every attempt should be made to keep the slope below 14%. Waiver granted to
0/6. (ECDC 18.80.060D) ,
). Driveways must be paved from property line to City RIGHT-OF-WAY. A separate permit is required, (ECDC 18.80.060C)
1. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIORTO AND AFTER POURING. (ECDC is 30)
L No burning of construction refuse without a permit from the F m Department.
I. Connection to City water system is required. There is a separate charge for the water meta.
(ECDC 7.20)
1. A back water valve is required If downstairs plumbing is below the elevation of u manhole.. (ECDC 7.20)
;. Water and sewer main Tina should be separated by 10 feet minimum. (ECDC 1&10)
a Connection to the City sanitary system is required. A separate permit is required. i -
LID# , — Fees paW: Yes No Charge (ECDC 18.10y
l/1:.3 tv /.rrti >x
�• Underground wiring is required on all new construction, and for additions, alterations, and repairs that exceed 50% of the total assessed
value of the structure. (ECDC 1&90)
A FINAL ENGINEERING INSPECTION IS REQUIR D RI r- { >3 ING DTi►ISION GRANTING OCCUPANCY
OF THE BUILDING OR STRUCTURE. (ECDC 1890)