136 BELL ST.PDFIIIIII IIIII IIIII IIIII IIIII IIII III
136 BELL ST
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER: 04?)4 C D IpD0--fQ k
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS': DETERMINATION: Conditional Waiver ❑ Study Required ❑ Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: I ),�
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:—
SCALED PLOT PLAN DATED: �f A I "
SEWER LID FEE $:
LID #:
SHORT PLAT FILE: LOT: 7 BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMITS) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
OTHER -'WO) �` �� l�q �Q. O jh�)
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LItLiE -tDTAL} # ACCEPTABLE TIGHTLINE MATERIAL
:. VE"�114-H 140p 03E Sao 0.7F - - N-12 ADS
APPROVED AS NOTED Sch 40 PVC
SDR 35 (ASTM D3034)
05/24/94 16:.49 a 206
545 4416
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Table 1 - Detention Pipe Size
Impermeable
Required
Pipe Diameter
Area So. Ft,
Vol Cu Ft
15"
18"
24" .
30"
2000
60--"`
40 _-..28-......16_---1D---
2500
62
50
35
2.0
13
3000
75
60
42
2
15 Required pipe
3500
_ 97- _
70,Y
49
2_
19 length in feet
4000
100
80
56
2
21
4500
112
90
e3
36
23
6000
125
100
70
40
25
Note: Allowable
Pipe Materials:
Reinforced
Concrete
Aluminized Steel
Aluminum
CMF Asphalt Coated
N-12 ADS (Not permitted on roads)
' Table 2 Outlet Orifice Sizes
Impermeable
Area Sq. Ft. Nutlet Orifice Diameter (Inches)
--------------------------------
2000 5/8
2600 5/8
3000 3 4 .
3500 3
4000 7/g
4500 7/8
5000 7/8
Table 3 - Reotangular Catch 13aain Requirements*
Detention
Max, aiae
Catch basin
Pipe diameter
knockout
----20-
Type
� 18"
---
T-�Q_��; _-CB
i
.18" to 24"
°
3
Type
48" Basirl)
36" to 42"
42"
Type II, CB
19 (54" ]Basin)
*Source: Assoc.
Sand & Gravel
Co. Standards
Post -it" brand tsK tr9nsmlttal memo 7671 M o} pege6 ►
N
05/24/94 16:43 a 206 545 4416 SORTUN VOS
STA*ARI DRAINAGE DETEPW v SYSTEM
WORKSHEET ...
CALL BY:
PHONE:
DATE:
* * * "'DES1G1V DATA • "'
f PUrutL-t-)
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
P . 0 2
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, �0 4'PER, PIPL 70 GE LEVEL
pIK E[EV
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SPREADER
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MY CI[V'S7
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WPCR C'APGN INV [LEY
&A SIN Gory �cArC/n
zI'rd6, DLEP,Y�HQUAR NEGROCK
SYSTEM CROSS SECTION
FROM CONTRO. Z
DtlTLi f
RIPRAP 0 T
FOOTING DIWNS SHALL NOT BE CONNECTED TO DETENTION SYSTEM
NOWS:
I - Call F-agloeuing Divieioa (771-0220) for a ilghtlino and dctcntion syat= inspection
6eforerbaakfriling and for final iaspection3,
2, 12atponaibility rot operRtion and tuaintonanoo of d[ninngc systarm on private property is the,
responsibility of the property owner. Material accumulated in the siorage pipe must be flushed
out and removed from the catch basins to allow proper operation. The outlet control orifice
must be koko2gn at all times.
VATS .
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05/24/94 i6:45
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City ' d Edmods
WCOPM-WAY , CONSTRUCTION
F E B 12 1992 PERMIT Permit Number: 7- 0 5/
ENGINEERING - Issue Date: /m2 ' 9
A. Address or Vicinity of Construction: 13 !' ►3&L L s T.
r
.B..Type o ll• ork (be specific): 12EnLAce.1E O H OtZOPS ACY o S S r3 rc c-t—
AT A G.t. CS- To 1 r� T A v E rJ
C.. Contractor: GL- A rA (3 E.t2-S C/► /� C_�
Mailing Address: 5.33 Mkl N sT
State License #:
D. Building Permit # (if applicable):
Contact: -'o lit AAj0 Sor-!
Phone: 77 4 SI 4-(. '
Liability Insurance: Bond: $
Side Sewer Permit # (if applicablep):
E. ❑ Commercial ❑ Subdivision ❑ City Project J?� Utility (PUD, GTE, WNG, WATER)
❑ Multi Family ❑ Single Family Other
INSPECTOR: INSPECTOR: J� h 1 r oy
F. Pavement or Concrete Cut : ❑ Yes [RNo i G. Size of Cut: x H. Charge $
>
APPLICANT TO READ ANQ;SIGN' `
s �J .t
INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from injuries, damages, or
claims of any kind or description whatsoever, foreseen or ttnforeen, that may be made against the 'city of Edmonds, or any of its departments or employ-
ees, including or not limited to the defense of any legal proceedings including defense costs, 'andt attorney fees by reason ojgranting this, permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A• PERIOD OF ONE YEAR FOLLOWING THE FINAL INSP N
AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORA77ON FEES'WILL_BE HELD UN77L THE FINAL STREET PATCH iS COMPLETED
CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO 771E APPLICANT. �^I^11
�
:t, �1
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Department- 771.-3202.
Work 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 withCity regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material ,prior towihe�end of the working day;
NO EXCEPTIONS.
I have read the ab .ve statements and ut erstand the permit requirements and the' copy of the permit will be available
on site at tall tim s f ins ectio`npur es.
Signature: ^���J
(dontractor or Aeenb
CALL DIAL -A -DIG PRIOR TO
Date: 2 r U'
TIME AUTHORIZED VOIA AFTER t9... DAYS DISRUPTION; FEES
.SPECIAL:CONDITIONS>: - -� RESTORATION:FE
PERMIT. FEE::..
... d�
G WORK
ENTS:: .. RECEIPT. NO:_..
t / �
0
NO WORK SHALL
R'
Engrg. Div. 1991
n.i
FIELD INSPECTION NOTES (Fund IIf- Route copy to Street Dtpt.)
Comments:
Y `
CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO
Partial Work Inspection. by P. W.
Work Disapproved_By: Date:
FINAL APPROVAL BY: Date:
nng. vrv. ,uj)
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10 EYU-S T STR. XD
ALLIZY
TO 38' M I D SPAN
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