19320 84TH AVE W.PDF111111111111
7860
19320 84TH AVE W
ADDRESS: 19 3an F;Q *, AV e VJ,
TAX ACCOUNT/PARCEL N-UMBER:. to 4
BUILDING PERMIT (NEW STRUCTURE):.-. --66o4
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: PA- q4 -
DISCRETIONARY PERMIT ft'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DA
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):_t
PLANNING DATA CHECKLIST DATED: I
SCALED PLOT PLAN DATED:
SEWER LID FEE
DETERMINATION: E] Conditional Waiver 0 Study Required Waiver
q5
LID ff: 13q
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED: Wag I q,5 a /q A& '5-//0 ZIF& 0 411&11(f 7
SIDE SEWER PERMIT(S).#: �z
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DA
LATEMP\DSrs\Fomis\Street File Checklistdoc
0 0
PLANNING DATA
SITE ADDRESS: 11-32D fj+4-A,,r---(42.DATE: -71,r7 /
/ 1 15
ZONING: 9s -I Z, PLAN CHK#: 9,5 -1 o's
NIP
SETBACKS:
Required Setbacks:
Front: J,!6! LeftSide: ro RightSide: I D Rear: 7- 5,--
Actual Setbacks:
Front: So Left Side: Z I Right Side: 2-5 Rear: ZI
CORNER LOT— Jb
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED d67— i T-zt�>
LOT COVERAGE:
Maximum Allowed: R��3�5 Ictual:
BUILDING HEIGHT:
Maximum Allowed:-414�6.<V 2S') Actual Height:
SUBDIVISION: S -? t4 — -73 5&
,,� &jk
CRITICAL AREAS#:
SEPA DETERMINATION:
LOTAREA:
OTHER:
Plan Review By:
gMET FILE APPLICATION �7fl
for
The City of Edmonds SEDE SEVVER PERMIT EASEMENT No.1;27'
... .........
NEW CONSTRUCTION C�� REPAIRS 70 �/
05 0)(n /f -510 9,06- //P
, )/ (n--- /.3ci
J-yo/p L/,
.. . ........
OWNER ......... ............................................................................... CONTRACTOR .... tl�20-2-5tf �/ .... S7 li --- n 5, ------ ............ PERMIT No.
ADDRESS - .... 6,11 EGAL DESCRIPTION: LOT No . ...................
................ .......... .......................... BLOCK No . ............................................
NAMEOF ADDITION ......................... ---------------------- ---------- -- ---------------
V
It
09 87k
Qla
Approved:
DATE ).�) ...... J-7-6.7 By ....
04
0
E
. ........................
NOTICE:
-N-In ... w-a rra n
I
�.d �':V. . . .. . - . .
I
The information *shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
Th,,e City of �Edm.onds does not. warrant the
accuracy of anything set for.th on these
map(§-). Any person or entity -requesting a
copy should conduct an independent
inquiry regarding the information shown on
tFe -map(s), including, but not limited to,
th-e lociation 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 Edmo'nds nor its
i -c e r s -s h. a I b e VJ a. b.-II.-e f o r t h e
ernp-to-yee-s o-r off*
information given on this map(s), nor for
ion pro 'ded based
any one representat' vi
upon . said map(s).
CITY OF ED'
CIVIC CE;NTXR — WA MONDS
TE]""MR DIEPARIUENT
SIDE SEWER PERMIT
I Call PROspeet 6-1117 when work
s ready for Inspection. (
tions Saturday, Sunday OrNo Inspee"
11011da".) N2 18,9
ADDP.IESS
OWIVLPP ----------- ladia ... V..._�-arr_ett
. .......................... ........ ............................................................... * -----------
PerxWss'ozl is granted ............... CONTRACTOR R S
. U,._Se
W'th CUY Sewe,, - r.all ... 21._ --- I .
ATTENTION In aceordance with appjl ----- 196-7, for ........... da to REpA1H .......................
-TS CALLED To c"On On file and gove �"__O_ YS, or
NOTE No- I —The THE r1LLOWNG: rdillances. CONXECT IL side sew,
be en] Owners Of be
NOTE PloYed to cons OPT may obtain a Permit
NG- 2—Obtain full t9ct Idy. sewer in street area� to construct sewer inside Property line
Information regarding Ord, Do not cover
NOTE NO. 3—Top of Ide sewer must nance 11-16.030 and RegWaztLf`ouBPortlOn Of sewer be A licensed Side
No bends a In grade sh have at least 30 Inches cove 'orZ it has been Ijjs:7,e;d?oz1tractor must
NOTE No* 4—TrencheB 1, street ariler than % will be Permittedrage at Property line governing side sewers when you get Permit.
failure due must he water settled and 12 Inches Inside property
to ImPrOPer work which tuay and
NOTE I'lo* 5_-1t Is unlawful line;
PUrtenances exce deveBurfale Of street restored to original condition. -IW-- grade Of 2%.
to alter or do an lop within One Year of
pt to Insert the Y other completion.
pipe h1twork than Is Provided for in the permit,
0 the wye. or to do any Contractors ahan be responsible for
work on the mail, sewer Or its ap-
STREET FILE *FLE NO.
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: Z 2-3 2-0 8 q TI-1 A I/j- ju,
2. Property Tax Account Number: I c6 Z- 7 0 41 - 3 - 06 z71 - 000 2�
3. Approximate Site Size (acres �.2Eq-u:a:re:fW. 254000
4.- Is, this site currently developed? yes; _ no.
If yes; how is site developed?
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less'than 15% (a vertical rise of 10-feet over a
horizontal distance of 6&feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distance of 33 to Wfeet).
Steep: grades of greater tha n 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: A) 0 Approx. Depth:
7. Site contains areas of seasonal standing water: AJ () -; Approx. Depth:
What season(s) of the year?
8. Site is in the floodway AID floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? NO Flows are seasonal? _ (What time of year?
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wedand is present on site: 1j 0
RcV01A)4t94
9
& .9 0 ..199 -
City of Edmon&.
Critical Areas Checklist
The Critical Areas Checklist contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the City of Edmondsprior
to his/her submittal of a development
permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, m . aps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
and submit it to the City. The City will
review the checklist, make a precursory site
visit, and make a determination of the
subsequent steps necessary to complete a
development permit application.
With a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent information (e.g. site
plan, topography map, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
FUIIIQ� W �FAPA
I q5- /V. 2-0
Street Addrew
Applicant Representative:
Name
Street Addrew
City, State, ZIP Phone City, State, ZIP Phone
gnature Date Signature Date
- 4iL
FILE NO.
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: q3 Z-10 F3 q TIV A tl4i- 14J.
2. Property Tax Account Number: V�2-70,�71-3-064,1-0002-
3. Approximate Site Size (acres F�q�ua�e
_�e�� 25 '4000
4. Is this site currently developed? X yes; DO.
If yes; how is site developed?
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
X Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a,
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: A)Q Approx. Depth:
7. Site contains area of seasonal standing water: N 0 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway D floodpiain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? IVO Flows are seasonal? _ (What time of yearl
10. Site is primarily: fbrested meadow ;shrubs
mixed
urban landscaped Qawn,shrubs etc) )<
11. Obvious wetland is present on site: A) 0
Rcv 01/040%
FILE NO.
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: / q3 TP A tli- bu
2. Property Tax Account Number:
3. Approximate Site Size (acres ?!:!q�ua�e�eii� 25 '4000
4. Is this site currently developed? X yes; — no.
If yes; how is site developed?
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
X Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 6&feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distance of 33 to 6&feet).
Steep: grades of greater tha n 30% present on site (a vertical rise of 110-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: Aj Approx. Depth:
7. Site contains areas of seasonal standing water: AJ 0 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway N D floodplain of a water course.
9. Site contains a creek or an area where water flows- across the grounds surface? Flows are year-
round? /VQ Flows are seasonal? _ (What time'of year?.
10. site is primarily. fbrested meadow ;shrubs
rnixed
urban landscaped Qawn,shrubs etc)
11. Obvious wetland is present on site: A) 0
R"01A)"4
4
The City of Edmonds W-,.-.te'-', IF �- -vice Dr. . illng EASEMEM -',TO.
NEW CONSTRUCTION REPAIRS E] LID NO . .................. . A,�)M'l. NO . ..................
OWNER................................................................................................ CONTRACTOR .................................................................................... PERMIT NO.
JOB ADDRESS../f-Y20— W-"..Alr
.................. I ...................
LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
PWW-0001-11/75 (REV.11178)
NAMEOF ADDITION .........................................................................
0
Approved:
JPAK77 1-23,-?e /-;r#
DATE A. -I - 911( &�
.................................... By ..� .. 4. �. .. ..... ...........
7-M
The City of Edmonds
OWNER
JOB ADDRESS ......
............................
4
w
F-WW-000 1 - 11175 (R EV. 11/78)
Side Sewer Drawing
NEW CONSTRUCTION E] REPAIRS
MW k I
EASEMENT NO . .. .................... ..... ... ...... I
L' D NO . .................. ASMT. NO . ..................
CONTRACTOR
--- PERMIT NO.
*-
LEGAL DESCRIPTION: LOT NO - ------------------------ I ------------- BLOCK NO - ----------------------------------------
NAME OF ADDITION
---------------------------
t;7,jr;7ac-&-
04
F ic k t;T.
�t 9.
0-1 FvLV% P, � L, -,-> I
Tu
H, — — — —
�4
13
Approved:
DATE
.. ..........
...........
..........................
FEZ
STANDARD DRAINAGE DETENTION SYSTEM
WORKSHEET
OWNER W4 X),5 0,Af CA1,C BY:
ADDRESS PHONE:
DATE:
*****DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
Dp;vc 0/00
DETENTION PIPE LENGTH WASHED G L
-- RAVE
LOW
F TR�NCH, MIN 80' LONG
To AN
TOP 0 4 PERF PIPE TO BE LEVEL
:�&�UTFP�
I'MIN COVER eMtK SF*CE FROM
RIM ELEV- 2'MAX COVER R&I ELEV- CONTROL
4. 16 OUTLET I+
4" 0 MIN T- 4"PERF PIPE W/ CAPS
r/- SLOPE PIPE MIN.
ORIFICE RUNOFF SPREADER
OUTLET
INV ELCV- CArCH INV ELEV-
BA stiv CoNrRoL CArCK
SASW
/2 Zx 6- DEEP, 4-- 6- OUARRY SPALLS
SYSTEM CROSS SECTION .2..3 DEEP, 3/4-CRUSHED ROCK
'NTR
FROM CONTROL
OUTLET
RIPRAP OUTLET
RECEIVED
SEP - 7 1995
"TRFET FILE PEW COUNTER
It, .
FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM
NOTES.-
1. Call Engineering Division (771-0220) for a tightline and detention system inspection
APPROVED BY
before backfilling and for final inspections.
2, Responsibility for operation and maintenance of drainage systems on private property is the
145fie
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. Tle outlet control orifice
must be kept open at all times.
p- 9 -4� A
\ --�B 0 51.. -
(V
3 03. S
---X�—tx ckzx 1sj 94�04rno
N Sq 44 S-7 a'.
FIROP05SD
49
ni
lot
F-1 I I
0 — , . - . — . -c+ 611. u
��IX2 x 15
ACCEPTABLE TIGHTLINE MATERIAL mo-Fp .1
N-12 ADS
9 ps
Sch 40 PVC P1
SDR 35 (ASTM D3034) I TE E
AS NOTED
APPR ED AS NOTH
WATER SERVICE INSPECTIONS
REQUIRED. CALL 771-0235
dw
50
V LM p-,
at A
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0-
Ul LLJ
ui
IT APPLICATION REQUIREMENISO
To: Applicant
From: Lyle Chrisman, Engineering litspector
Owner. PlanCheckNo: CK,10.5
Address. Pwe W Date._j_4!�!y qS0
After review Of the subject Permit application, the following requirements must be met:
I . Construction hours are:
WEEKDAYS — 7:00 AbL-10:00 P.IVLWEEKENDS/HOLMAYS — 10:00 A.M,-6:00 P.M.
2. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 1&60)
3. Truck haul route plan must be submitted and approved prior to permit
4. Buildedowner is responsible for containing all temporary runoff and erosion control on site.
(ECDC 18.30.030d)
5. NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAM OR 10 FEET FROM ANY CLOSED DRAINAGE
FAC=rly- BUILDERIOWNER IS RESPONSIBLE FOR IDENTIFMG CONDITIONS ON THE DRAWING. (ECDC
1&30MG)
6. FIOLTZR FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION.
(ECDC 1830)
7- INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEM, TIGHTLINES AND CATCH BASIN
INSTALLATION- INSPECMONS ARE REQUIRED PRIOR TO BACMULING. (ECDC 1&3o)
8. Repair or replace all defbctive existing au% gumer and si&-wdk adjacent to the prolwty. [fan intersection is involved, a handicap ramp
may be required. Contractor shall meet with the City Engineering staffto determine the extent afrepair prior to Emiance of the pm&.
(ECDC 1&90)
9. DdvmV slope shall not exceed 14% without a waiver. Every allempt should be made to keep the slope below 14% Wahw granted to
(ECDC ISS0.0601))
10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate permit b required. (ECDC I&S0.0600
I I. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR To AND AFTER POURING. (EMC Sjo)
12. No burning ofconstruction reftse without a permit fiom the Fire Department,
13. Connection to City water system is requhv& Them is a separate charge for the water meter.
(ECDC 7.20)
14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20)
15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC I&10)
16. Conn,
City sand" qstem is required. A separate permit
mphv&
um Fees paid: Yes No Charglq--�5� ��� (ECDC 1&10y
17. Undergroutid. wiring is required on all new construction, and for additions. alterations., and repairs that exceed 50% ofthe total assessed
value ofthe structure. (ECDC 1&90)
t8. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR To THE BUILDING DIMON GRANTING OCCUPANCY
OF THE BUILDING OR STRUCTURE. (ECDC I&")
wmnu5QRMOr
FILE
00000- - '' - , , -N
4=00-- C) C3
9 0 - 19
dmonct
'. �74 I .. � 11, �... I
RIGHT-OF-WAY CONSTRUCTION
PERMIT
)f Permit Number.
f
Issue Date: —1-0—
A. Address or Vicinity of (Sqnstiuction: - 19320 84 Ax V (9607102)
B. Type of Work (be specific): Iustall Service
C. Contractor: Washington Natuarl Gas
MailingAddress: 1122 75 St SW Everett
State License #: 98203
D. Building Permit # (if applicable):
Contact: Mariamne Kingsbury
Phone: \ 356-7500 ext 7596
Liability4nsurance: Bond:$
Side Sewer Permit # (if applicable):
E. F] Commercial E] Subdivision F1 City Project 5fl Utility (PUD, GTE, WNG, CABLE, WATER)
E] Multi -Family [:1 Single Family n Other
INSPECTOR: INSPECTOR: i_&)� z A
F. Pavement or Concrete Cut 13 Yes 0No G. Size of Cut: 1 -;� x H. Chargq_$
cut
APPLICANT TO READ ANIP SIGN
INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City ofEdmondg harmless from 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 its departments or
employees, including or not limited to the defense of any legalproceedings includingyef� e costs, and attorney fees by reason ofgranting thispermit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATEDRESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH
IS COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
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.
Tr-affic 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.
Ihave read the above statements and understand thepermit requirements and thepink copy of thepermit will be
available on site at all t* s for inspection purposes.
rl
Signature: 1�'111A 7/1 // __ Date: 2-8-96
L,.- .1" 1 'Pltract�r q� -Aje-y�t-) 7
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVED BY: 111
TIME AUTHORIZED: VO ID AFTER' AON_ i (o DAYS
SPECIAL CONDITIONS:
RIGHT OF WAY DEPOSIT
DISRUPTION FEE/FUND III:
RESTORATION FEE:
PERMIT FEE:
I
.TOTAL FEE:
COMM E RECEIPT FEE:
DATE: ISSUED BY:
NO WORK SHALL. BEGIN PRIOR TOTERMIT., ISSUANCE Eng. Div. 1994
-S
FIELD INSPECTION NOTES
Comments:
Diagram
CONTRACTOR CALLED FOR INSPECTION
Partial Work Inspection by P.W.:
(Fund 111 - Route copy to Street Dept.)
0 YES
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
0 NO
0
Gw
AVobO-gtan(rwWCcnV"
Watermain depth freoaW o&vFN_C
TO OPF- Q
S - gas main
Addendum to: City of Edmonds
Right of Way
Permit Application
Submitted by: Mariamne Kingsbury
Engineering Aide
Washington Natural Gas
#356-7500 X7596
,—)Off> 9c�,OTIO-2-,
C�u T-
4—
U."i
-G-
-SS-
0
Water
Gas
Sever
Water hydrant
Water valve
Washington Natural Gas Company
1122 75th Street S.W.. Everett. Washington 98203, (206) 355-3331
City of Echnopd* v
RIGHT-OF-WAY CONSTRU&I"1116R.419-9-6
��, � t\� (--,
LNGINEEi
PERMIT Permit Number. 9 6
Issue Date:
A. Address or Vicinity of Construction: v,
lz�* .. B. Type of Work (be specific): 12.5 4) hd I r' -)IMLA-1 L��/ >< /'y
9 0 9 C)
r: Contact: LLLLI
C. Contracto
Aaflihg Address: 4)& ,J t4 IV Phone: 2 9 R ;2- (en
39 A/ 90 Bond: $
Liability Insurance:
Stat . e License # 'D7-1,4 �A:5_5^1 '9.
'n 'a Win Permit # (if annlickbl Side Sewer Permit # (if applicable):
E. 0 Commercial 0 Subdivision 0 City Project 0 Utility (PUD, GTE, MING, CABLE, WATER)
0 Multi -Family 0 Single Family 0 Other
INSPECTOR: INSPECTOR:
7
F. Pavement or Co��r�� Cut:- []No G. Size of Cut: x H. Charge-$
APPLICANT TO READ AND SIGN
D�DEHNITY. Applicant nde,.tands and by his signature to this application, agrees to hold the City ofEdmonds harmless from injuries, damages, or
�claims of any hind or description whatsoever, foreseen or unforeseen, that may be made against the City of Ekimonds, or any of its departments or
ludl, . ornot a including defense costs, and attorney fees by reason ofgrandng thispermit.
employees, inc or limited to the defense of any legalproceeding
THE CON, LCTO%R E EAR FOLLOWING THE FINAL
__ kCTOR S RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ON Y
INSPEC71ON AND ACCEPTANCE OF THE WORK- ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH
IS COMPLETED BY CITYFORCES� AT WHICH TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THEAPPLICANT-
Construction drawing of proposed work required with permit application.
A 24 hour' notice is required for -inspection; Please call the Engineering Division, 771-0220.
Workand 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.
Ihave read the above statements and understand thepermit requirements and thepink copyof thepermit willbe
available on site at all times for inspecdon purposes.
Signature: Date: -7
4=1��RIOR TO BEGINNING WORK
MOP
9 ffw.
C
N
TORATI
E IT. FEE
TOTAL FEE'
L
KM 02TE;
NO WORK SHALL BEGIN.PRIOR TO PERMIT ISSUANCE' Eng. Div. 1994
OJECT REVIEW CHECKLISIS
'�- : ;'! :� A t ��O'
PROJECT NAME: PLAN CHECK #:
Pub-LIU VVWINO UkPT '�/tqs
PROJECT ADDRESS: 1132-0 S'q RECEIPT DATE: ks
IREVIEWF-D
BY: (I
nitial/Mme)
PLAN.IWATER
1
COMMENTS
FIR F:
RIQG-j
4rm: WFR-STR*F=T-
=M�
Setbacks/Variance/Setback Adjustment
Conditional Use Permit
2
AD8 Requirements
7T7
Other Zoning Requirements
4
Underg ound Wiring Required
Lot Slope IS%
.. ........
SEPA Environmental Checklist/Hydraulics Permit
Tree Cutting Plan
Plat/Subdivision Requirements
.... ....... ..
9
Legai Description Verification
Quit Claim/Street Dedications
Easements - Public/Private
Engineering Storm Drain Review Fee 30
. . . . . . .
...
Engineed 9 2.2 Inspection Fee 30
------- . ... .
Drainage Plan (On -Site)
Setback - Top of Bank. Stream, Water Courses
6:
Setback - Storm Drain Une
Open Ditch - Existing
Culvert Required
Culvert Size
2 .01,
Shoulder Drainage/Shale Open Runoff
Catch Basin Required
22
Driveway Slope & Vehicle Access
23
,Sidewalk Required
......
..24
Curb & Gutter Required
..... . . . . . . . . . . . .
Curb Cut For Driveway Required
26.
Street Paving Required
".27
Right -Of -Way Co struction Permit Required
LK
28
Street Name Sign Required
29
10ther Signing Required
30
Bond Required For Public Improvements
............
- - - - - - - -----
. . . . . .
31
FEMA Map Check/Water Table
............ ............ ............
..............
32
Side Sewer Availability YtS
Calculate Sewer Connection Fee If No LID #
,Create Street File 116&
.34
..35
Existing Water Main Size
::.36
Water Meter Size
Service Line Size
. . . . . . . . . . . . . . .
38
Water Meter Charge Required
.-:.::39
Hydrant Required
:40
Hydrant Size Existing
Fire Line Charge Required - Sprinkler
:..:42
Street Cut
IN
Miscellaneous
Reviewed By:
FIRE
PLANNING
ENGINEERING
PUBLIC WORKS
FILE:DATAI 23/PROJCKLS.SFN
1\ L %, U rl, U Ul' �., u I I I A 16 1 z
1
21
2
22
3
.23
4
24
5
25
6
26
7
27
8
9
28
29
RW PERMIT DATE ISSUED RECEIPT I
10
30
11
31
12
32
13
PAID $ RECEIPT # DATE
33
SS PERMIT 70 DATE- ISSUED RECEIPT# 42 Z 2
14
PAID $ RECEIPT # DATE
34
15
35
16
36
17
37
METER SIZE PAID $ DATE RECEIPT
18
38
19
39
20
40
3JOAk OqVA- ht/e - (AJ
STANDART DRAINAGE DETENTION SYSTEM
WORKSHEET
OWNER CALC BY: -
ADDRESS PHONE:
17
DATE:
*****DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
zzff
bp;vr- lq00
DETENTION PIPE LENGTH WASHED L
' — GRAVE
zOUTF TRENCH, MIN IV LONG
TOP�
TOP 0 4"PEO PIPE TO BE LEVEL
:�&O�TFLOW
RIM ELEV_ I'KN COVER 4rMM SFACE FROM
2'MAX COVER Rild ELEV_ CONTROL
'OUTLET
410 MIN T 4PERF PIPE W/CAPS
SLOPE 4" 0 PIPE MIN.
it
ORIFICE RUNOFF SPREADER
OUTLET
INV ELEV INV ELEV_
Lfwft CA rCH
&A 57N CONrROL CArCH
VASIM
/2 xrKG-OEEP, 4--G- QUARRY SPALLS
SYSTEM CROSS SECTION .2..3_ DEEP. 3/4-CRUSHED ROCK
�R
FROM CONT ROL
OUTLET
RIPRAP OUTLET
RECEIVED
SEP 7 10
KNITCOUNTER
FOOTING DRAINS SMALL NOT -BE CONNECTED 770 DETENTION SYSTEM
NOTES:
1, Call Engineering Division (771-0220) for a tightline and detention system inspection
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
out and removed from the catch basins to allow proper operation. Tle outlet control orifice
DATE
must be kept open at all times.
Ic - C r_
T.
V,
rit af RdMAA
RIGHT-OF-WAY CONSTRUCTION
PERMIT Permit Number. (96-129
Issue Date:
A. Address or Vicinity of Construction: / �?-3 -Z 0 —
B. Type of Work (be specific): 19,54 4 /9 aq 0 Lx z Y.
8 9 0 C)
C. Contractor: to/ A4 V,',,L,'o Coiitact: 4/111 Fla��,r
Mailing Address: ho ptw, Phone: 3 1 A
AJ
k State License #: 6 #0 Liabiliiy Insurance: Bond: $
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
A
E. E] Commercial Subdivision El City Project EJ Utility (PUD, GTE, WNG, CABLE, WATER)
)4ulti-Family E] Single Family El Other
INSPECTOR: .% M ry-1 INSPECTOR:
F p x
�6hc'-/rgie Cut 0 Yes 0No G. Size of Cut: H. Chargq�,$
ay ment
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City ofEdmonds harmless from injuries, damages, or
claims or.illy kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmondg, or any of its departments or
employees,�'Including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason ofgranting 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 FINAL STREET PATCH
IS 66MPLETED BY CITY FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUt" THEAPPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required forinspection; Please call the Engineering Division" ,1- 20.
Work and material is to be inspected during rogress and at completion.
/P1
Restoration is to be in accordance with City Codes.
Street shall be kept clean.at all times.
7'raffic Control and Public Safety shall be in accordance with City re ul on s, required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved a or to the end of the working day;
NO EXCEPTIONS.
Ihave read the above statements -and understand thepermit requirements and thepinkc'opy of thepermit will be
available on site at all times or inspec ion purposes.
Signature:. Date:
(Con tr a c to koj Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVED BY. RIGHT OF WAY DEPOSIT
TIME AUTHORIZED: VOID AFTER DAYS DISRUPTION FEE/,FUND I I I:
SPECIAL CONDITIONS: .
COMMENTS:
I
LATE:
RESTORATION FEE:
PERMIT FEE:
TOTAL FEE:
RECEIPT FEE: 4?9
ISSUED BY:
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Eng. Div. 1994
0
FIELD INSPECTION NOTES (Fund 111 - Route copy to Street Dept.)
Comments:
I Diagram.:
CONTRACTOR CALLED FOR INSPECTION El YES El NO
Partial Work Inspection by P.W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
ie�F* r 4�YPIRE5 '�O Di`�XiS
CITY OF EDMONDS SIDE SEWER PERMIT
-70
9 5',,z PERMIT 1\12 87
Address of Construction:/2 -3 R 6 - R (-/ -�' A L),E- b�
hn
Property Legal Description (Include all easements): I C-2 2 70 V - �3 - 0 & V - CGn,�Z.
Owner and/or Contractor: il"', ,
State License No.
Single Family
El Multi -Family (No. of Units—)
El Commercial
El Public
gqFECIEWED
Building Permit No. 9,S-0,5-01-1
Invasion into City Right -of -Way: No El Yes
RW Construction Permit No.
Cross other Private Property: ;KNo 0 Yes
Attach legal description and copy of recorded easement
I certify that I hav6f read and shall comply with all city requirements
as indicated on the back of the Permit Card.
/0
Date
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
:OFFICE USE��ONLY
FOR INSPECTION CALL 771-IM PUBLIC WORKS DEPT.
OA35"-
Permit Fee: —70 Issued By /0 0 Z-4
Trunk Charge: Date Issued: / 0 9( a
Assessment Fee: "J Receipt No.:
Lid No.: —
Partial Inspection:
Comments
Date —Initial
Reason Rejected: Date —Initial
Final Inspection Approved: Date-_54_0-_�&. Initia
** PERMIT MUST BE POSTED ON JOB SITE **
White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3190
The City of Edmonds
Side Sewer Drawing
i
EASEMENT NO . ............................................ %
NEW CONSTRUCTION A�J� REPAIRS M LID NO . .................. ASMT. NO . ...... ...........
OWNER...................................................................................... ......... CONTRACTOR .................................................................................... PERMIT NOJU70
JOB ADDRESS .... 1-9 ----- -�) ...... ..... V4... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO. - ..................................
....................... .................................................................................................................... ... I -------------
!b-- NAME OF ADDITION .......................................................................................................................
lqp-(T7- �
0,WecX- A5)p,-,t�
9'2
1W I
10*r, V4.
PWW-0001-11175 (REV.11/78)
-9 3'
Approve
O� ........ B y
DATE
Pee- V
cA-p k' Deep -
PM
gig
0, City of Edmont
RIGHT-OF-WAY CONSTRUCTION
PERMIT PermitNumber.
Wue Date:
A. Address or Vicinity of Construction: i9 41#1
B. Type of Work (be specific): 7���A I pl Ow , oxed bdne_
g
p a24x e je& -,z*,e,
f�
C. Contractor: A26 h116"ISh- CQU-4 t4 P_'(A 10 Contact: Mlojlc S
Mailing Address: Q/,,,,/8 Phone: (a-70- 321V
State License #: Liability Insurance: Bond: $
D. Building Permit # (if applicable):
Side Sewer Permit # (if applicable):
E. 0 Commercial [J Subdivision 0. City Project E],JAility (PUD, GTE, W74G, CABLE, WATER)
E] Multi -Family Eg-d-ingle Family [J Other
INSPECTOR: 114SPECTOR:
F. Pavement or Concrete Cut: F304; []No G. Size of Cut: X1 H. Charge-$
r
APPLICANT TO READ AN S N
INDEMNITY. Applicant understands and by his signature to this application, agrees to hold t City ofEdmonds harmless from injuries, damages, or
i
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made ag inst the City of Bdmonds,,pr any of its departments or
employees, including or not limited to the defense ofany legal proceedings including defense posts, and attorney fees by reason ofgranting thispermit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND ifA TERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTQRATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH
IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THEAPPLICANT.
Construction drawing of proposed work required with permit application. -
A 24 hour notice is required for inspection; Please all the Engineering Division, 771-0220.
Work and material is to be inspected du 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.
Ihave read the abovestatements and understand thepermit requirements and thepink copyof thepermit willbe
available on site at all times f ction purposes. !11/., -
Z�vSignature: Late:
(Oin—tractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVED BY: RIGHT OF WAY DEPOSIT
TIME AUTHORIZED- VOID AFTER !10 —DAYS DISRUPTION FEE/FUND Ill:
SPECIAL CONDITIONS:
RESTORATION FEE:
PERMIT FEE:
TOTAL FEE:
COMMENTS: 'RECEIP-UFEE-
DATE: - JSSUED, BY-,/�11x/_
0%
NO WORK SHALL BEGIN PRIOR TO PERMIT . ISSUANCE Eng. Div. 1994
FIELD INSPECTION NOTES (Fund 111 - Route copy to Street Dept.)
Comments:
Diagram.:
CONTRACTOR CALLED FOR INSPECTION El YES El NO
Partial Work Inspection by P.W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
7;�-,PAIC A- I L--\ a 14
eou
pale- 76
-eees
&
Cot// 6
IV
L
0) . . no scaj�(
j C L
U
V92n
JA) 1 /0 eAJ :�WkrAt' '0�
0
Ple-,
U
-Alt
'our*tcj SHORT PLAT FOR L
KENNETH HANSON
x U j
ond rebar, hop
se
*12843 T. L. #3-OG5 Sph. 0
a I c '*AH
drive U M3
c , I r, i ,, * :"--'4c�
OLD EI=424.38
easement County
we
X Datum.
."p z
303.6 .�.4 N 89145-37; X i 'D rim
0 ---L—Ls-89x45 - 37-1 F—A sewer
18- ",Thouse .. 150.00 MH V I C. I N:I,Tc)
-27-75 Parcel B G)N�-o - I g .. % -'.: 1�
0 #1932 r1avel 42
0 Ln x z lve
grass x z I. herli:y cent I fy-liKil
0 N� comp I
4- lawn 0 > I a h'. t h
x 0 punsu:n Sm.h.
co
0 tr%ees 0 W,
CD 0). 1 C:,bvt:. I *,,IOU -!�A
'0 ' kho s e > W
u
9�32
x
that the subdiv If
0) CD teAt:r
x x 0) -)-o reQU ned doew t j,
13.850 sq. irt. 0 0 L L
0 Q Th f
W . _'pl..J�
0 0 M'a eXAT b' I t...dt ii
19 0 subdivision
2 CO ru x water- a I gnat.g.
me t e r,
'r #3-OG4 d e s I g n a a b a I p w
sh6d
L - 1 2,000 sq.flt Parce 1 A
73 ��� , , -1 -F, A I x
W citlilty po-le
?-+0 7 9 c)
N 89*4S'37"E N 89'45'37�E 30.00 This actlon�shall�b�
1�x rim Within'Plye'worki-M9,
.4 153.88 150.00
88 Ith
ce and G h0lt Plat'.ther-i
1�4�4......
.80W
OGG
W T.L.#3- z
Assumed b 0
z d or) the
0 -ro P
center, ll�;' ve. < und
obaseW rebar%
0 co 03
3 #9891
SCALE 5) :t
CD CD
M
CD
0 I'S 30 so CD
c
SE 1/4, SW 1/4 la-27-4
Job #9257 CC)
0 668.20 8-12-92
45'37"E S. line oP NE 1/4, SE 1/4, SW 1/4 P i re
hydrant
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION'
OWNER NAME/NAME 0 NESS -
1-111:__A�10,i`.771' A�A)--50'42
0
CITY zip TELEPHONE NUMBER
NAME'
-,, Vq., C -, te- r- AJ 1,0
ADDRESS
Ali S 4�
U
I.-al"ir. /lP TE7P`HONE NUMBER
ISE
!ONE
PERMIT
9:�04
NUMBER
08 SUITE/APT #
kDDRESS
_3,� &
EGAL DESCRIPT 0 4
CHECKI
SUBDIVISIQU NO
W-7-3
LIU NO.
1!79
z.ar
PUBLIC'RIGHT F WAY PER OFFICIAL STRE MAP.
(OZ
TESCP Approved
RW Permit Requirld
EXISTING
REOUIRED DEDICATION
Street Use Permit Req'd
Inspection Required
PROPOSED
Sidewalk Required
METq PIZ
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YESV NO 0
u
REMARKS
va, wliwc� ow. (all lu,
NAME
14 AJ 5 0 /L/
1 1 1_1 .. — —
ou k4a,
.--. I —
Imse 9010
—
ADDRESS
ENGINEERING MEMO DATED
�-q
CITY
ZIP
T LEP 0 NE NUMBER
FIRE MEMO DATED
STATE LICENSE NUMBER
EXPIRATION DATE
SIGN AREA
SEPA REVIEW
ALLOWED ROPOSED
COMPLETE
LegaF-Descripfion of Property - include all easements
:JEXEMPT
IExp 'A .1
�,A[VARIANdE'
A
CU
P IN(PIEW
BY
S FTR.,
ETBACK1 — FEET
HEIGHT
Property
Tax Account
e6 I/
Parcel No.
NEW
LZIJ RESIDENTIAL
LA� PLUMBING
ADDITI
MEC HANIr
SIGN
REMODEL
nits 'C
FENCE
REPAIR US.
I— x _FT)
1woODSTOVE
DEMOLISH INSERT
tVIM POOL
HOT TUB/SPA
GARAGE RETAINING WALL/
"RENEWAL
QAB"RW ROCKERY
o (TYPE OF USE. BUSINESS ACTIVITY) EXPLAIN:
X) C_
NUMBER
NUMBER OF
CRITICAL
LU
a OF
a) STORIES 41'
DWELLING
UNITS
AREAS 70
INUMBER'
0- DE�FRII�E WORK TO BE DONE (ATTACj PLOT PL N)
FRONT?;V':) SIDE
as v bw! �,Wnj No, kw,4
'TYPE-,6P"bON3jRUCTION� cc
AJ �' ' -d
REVIEWED BY
/ C,-
Z
Z
OCCUPANT
SPECIAL INSPECTFR LOAD
REQUIRED 13 YES
PROGRESS INSPECTIONS PER UBC 305
M&MAL AM WVC,�43 VMQL�
FINAL INSPECTION REQUIRED
PLAN CHECK FEE
BUILDING
HEAT S06RCE: GLAZING
% PLUMBING 06"
G,4,s Fo e -e A "q-- /_5_1 _. 5
Plan Check No. (3St-1r--19z, MECHANICAL
This Permit covers work to be done on private property ONLY. GRADINGIFILL
Any construction on the public domain (curbs, sidewpiks,
driveways, marquees, etc.) will require separate plirmission. STATE SURCHARGE
Permit- Application: 180 Days STORM DRAINAGE FEE Ao
Permit Limit: I Year - Provided Work is Started Within 180 Days rr
"Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE
successors in interest, agrees to indemnify, defend and hold
26 harmless the City of Edmonds, Washington, Its officials,
iny and all*�Ialrns for damages of
v employees, and agents from a
cc n
whatever nature, arising directly or indirectly from theJsSua ce
is permit shall to. PLAN CHECK DEPOSIT
of this permit. Issuance of th not be deemed
ve or reduce any r9quirement of any city ordinanc
modify, wai
0 6E
nor limit In any way the City's ability to:enforce any ordinance TOTAL AMOUNT D
provision.,' i
I hereby acknowledge that I have read this I ).application; that the N APPLICATION APPROVAL
information given is correct; and that I am the owner, or the duly ATTENTIO
authorized, agent of the owner. I agree to comply with city and THIS' PERMIT This application is not a permit until
stat laws regulating construction; and in doing the work authoriz- AUTHORIZES
e THE signed by the Building Official or his/her
ed thereby, iio person will be employed In violation of the Labor WORK NOTED Deputy; and fees are paid, and receipt is
Code of the State of Washington relating to Workmen's Compensa- acknowledged in spac,4� provided.
tion Insurance and RCW 18.27. INSPECTION,
IGNATURE (OWNER OR AGENT) NLU DEPARTMENT
i CITY _ OF 0 NATURE DATE
EDMONDS
WE-LEA90 DATE
CALL FOR
A TENTION INSP�ECTION 4,.__ A/7f5
IT IS UNLAWFUL TO USE OR OCCUPY�A BUILDING 0D STRUCTURE
N MADE AND44 . PPROVAL OR ORIGINAL File YELLOW — inspector
UNTIL A FINAL INSPECTION HAS SEE 771-0220
A CERTIFICATE OF OCCUPANCY HAS EkEEN GRANTED. UBC PINK — Owner GOLD ' Assessor
,CHAPTER 3.
10247 f
INO
Cr__ co 0
41a
STREET FILE
.21-0 e,-q C" 2G-O
eo_
. V
LVU
Receive,).
FERMrr COU�qfl
Ile
0
4
Ul JL flRopoeSD
'10
8
08 CQ
0
'16 >7 S 50
L
[ZT4. .
d
- ui
10L
so
�w 6=f:X014
/ Way
q Z-
Z-7
CL
— cn
J 0
H sq 44 S-1 s
10
I
NopobsD
(V
0
-ao B. M r4 e>1046 -�7
_57'
SPA9,4
A -PTABLE TIGHTLINE MATERIAL 'q "PtAf
CCF N-12 ADS
SCh 40 PVC
SDR
35 (ASTM D3034) APP ED�AS NOTED Ta
WATER SERVICE INSPECTIONS
REOUIRED. CALL 771-0235
P
13
W
4y Ott
w7
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LLJ
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0
GENERAL NOTES, Cn
&MM PK W
SUCH THAT REMCI10RI
SUCH THAT RESTRICTrICE
ADJUST FRAME AND GRATE ROUND SOLID LOCIONG UD ADJUST FRAME AND GRATE ROWD SOLID LOCIONG UD ALL V400KAND MATERIALS SHALL BE IN ACCORDANCEWITH W.S.O.O.T./A.,P.W,A. STANDARD
POLLUTION CONTROL W POLLU170M CONTROL DEWCE 3
is WSIBLE AT EDGE OF IS WSIBLE AT EDGE OF OPENING SPECIFICATIONS OR AS DIRECTED BY THE CITY OF EDMONDS.
OPENING , 1� I I � t
RE- 411.00 AND DIRECTLY OVER STEPS 85- 411.50 - — L . I =
AND DIRECTLY OM WON% &Vff ,
PK ft a 0
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND It SHALL, BE THE PL sw 187D T sw
RESPONSIBILITY OF THE CONTRACTOR I TO VERIFY THE'EX ACT LOCATIONS TO AVOID DAMAGE OR' IBM
DISTURBANCE.
T sw
LIFT
ST -&-tv Istst —ST
HANDLE NOTE ALL STEEL PARTS AND -Y -`'SWTCH # S.J. ELECTRO,
OT BE ADJUSTED UNTIL IMMEDIATELY sw
MIZED .0, SITE-'
SURFACES MUST BE GALV 3. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL N
20 DFD, 115V
AND ASPHALT COATED (TREATUENT PRIOR TO PAVING,
#7 OR BEtTER). COMPLETE MI x
4 CORROSION PROTEC77ON MUST BE
ASSURED. 4.' THETEMPORXOYE 19 1 sw,
ROSION/SEDIMENTATION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO
to ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY r
KLM tx 4
42"
EROSION/SEDIMENTATION CONTROL PLAN. THESE�FACILITIES MUST BE SATISFACTORILY MAINTAINED W Ems
tx
UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON SITE EROSION HAS PASSED.
0.00
36 OVERFIOW AAS r---
20&H ST We
5. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUC ED'AND IN law's mp_
\,_3*, SCHEDULE 40 PVC
OPERATION PRIOR TO ANY PAVING UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC PARK e r
TOP OffincE WORKS. 124
EL-4OZ50, 1.55" DIAM. 4
ON
6.
00 LL
--------- '6. DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS -OF -WAY SHALL HAVE LOCKING LIDS. Sir
OUTLET IE 406.40 LEVEL fit
1E 406.60 20n St
. .... ST
ALL DISTURBED SURFACES SPALL BE SEEDED WITH TOUGH, HARDY, FAST GROWING GRASS UNLESS IDAYT" I m P ST A- " le I
-1 ST .4 !ZMPL
X 405.5 fin. 2-1
LANDSCAP
PING/EROSION CONTROL MEASURESARSEMPLOYED. MA9144 I ALDEA '9 PAW 9
2, Min.
x
Fs
�7 UNLESS OTHERWISE NOTEDALL STORM DRAINAGE PIPING 8"', 12", 18", 24", 36". 48" & 54"' WILDUFF UA CM0
VMTUAW Iv)
INCLUDING DETENTION PIPE WILL BE 16 GAUGE GALVANIZED ST Az
EEL AND SHALL USE TREATMENT 1.
FF SW
_1MROMIATIC ZIS
20 T
DISCHA 9. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO -SEEDER
2' Min.
LEVEL
ISRt� loo.- ORA$ OTHERWISE
HT APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS, THE PERFORMANCE BONO
�`ii�DISCHARGE HEIGHT ts
\\—REMICTOR PLATE MTH 1.53- DIA. 4 00 WILL NOT BE RELEASED UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE APPROVED BY THE VICINITY MAP
ORIFICE CUT IN PLAT& MACHINE LEG SET FIRMLY
CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS.
DRILLE4 SHARP EDGM ORIFICE, low ON 10* HIGH
BLOCK
A 10., PI PING SPECIFICATIONS AS NOTED.
L
CB# 4, Type 11-48 SECTION-
SCAL� NOW 11. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1 (ASPHALT COATED).
4, T vQ e 11-48 SECTION 12, ALL WORK AND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF SEWER, WATER, AND
SCALE. NONE UNDERGROUND POWER SHALL I CONF I ORM TO . STANDARD SPECIFICA , TIONS FOR SUCH WORK IN LEGAL DESCRIPTION
ACCOR DANCE WITH CITY OF EDMONDS 'AND SNOHOMISH COUNTY P. U. D.. STANDARDS. THE SOUTH 252 FEET OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST
FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS. QUARTER OF THE SOUTHWEST QUARTER OF SECTION 18, T. 27 N., R. 4 E., W.M.;
USE STAPLES OR VWRE RINGS TO ATTACH FABRIC EXCEPT THE NORTH 82 FEET THEREOF;
TO WRE, AND EXCEPT THE SOUTH 80 FEET THEREOF;
WRE MESH SUPPORT FENCE AND EXCEPT THE EAST 20 FEET THEREOF RESERVED FOR ROAD PURPOSES;
SITUATED IN SNOHOMISH COUNTY, WASHINGTON.
FOR SLIT FILM FABRICS. — - — - — - — - — - — -
WIRE MESH SUPPORT PENCE HARD SURFACE ROAD
FOR SLIT FILM FABRICS
RL TER FA
MA TERIAL CONSTRUCTION SEQUENCE
BRIC
0' R
S)
and attend pre -construction meeting with
1 . Arrange for
City of Edmonds site inspection, 771-0220.
7 WNH& RCA Q)
ONE 9A
13UR Y BOTTOM OF F/L TEA' MA TERIAL rn 4"-6' QUARRY
- BY 12' TRENCH Y EW S DIR TED SPALLS
!IN 8 INVkRAS D 2. Call D IALDI G (Utilities Underground Location Center)
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if 1-800-424-5555.
6' MAX. BURY BOTTOM OF MIN.
FILTER MATERIAL IN
8" BY 12' TRENCH
2- BY 2- WOOD POSTS,
3. Erect filter fabric fence & install construction entrance
STANDARD OR BETTER 12* MIN DEPTH
OR EQUIVALENT 2* BY 2" WOOD POSTS,__-,� SECTION
STANDARD OR BETTER 4. Clear and grub site.
OR EQUIVALENT 22P
ELEVATION MIN 5. Rough grade site per grading plan.
6. Install sanitary sewer per plan.
SILT FENCE DETAIL
N. T. S. G) 7. Install other utilities: storm, bio swales, detention pond,
ROCK CONSTRUCTION ENTRANCE > > water, gas, power, telephone, rockery, driveway, etc.
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8. Final grade and pave.
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0 9. Hydroseed, mulch, and plant landscape.
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FILTER FABRIC FENCE
5.5' 6" PVC 0 2.0%'__�V/ 8945'37" W 303-94' 00 M
78' 6* PVC 0 5.6% 12 x
10' UTILITY ESM'T 1 N 89*45'37" E , / 150,*00�
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