20319 81ST AVE W.PDF111111111111
7401
20319 81 ST AVE W
ADDRESS: (9
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):_ -0 s 30
COVENANTS (RECORDED)
CRITICAL AREAS: a)— I �� DETERMINATION: 0 Conditional Waiver F] Study Require�XWaiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: ZqA4mh,(m* IblION
PARKING AGREEMENTS DA
EASEMENT(S) RECORDED
PERMITS (OTHER): U I
PLANNING DATA CHECKLIST DATED:
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361
o
SCALED PLOT PLAN DATED:
15 L-7
LLI) I
SEWER LID FEE $:
LID #:
SHORT PLAT FILE: 5-�;WbQ-
]</'*,\
LOT: BLOCK:
SIDE SEWER AS BUILT DATED: —
SIDE SEWER PERMIT(S).#:
GEOTECH REPORT DA'
STREET USE / ENCROACHMENT PERMIT #-.
FOR:
WATER METER TAP CARD DA
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THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO PHYSICAL CHARACTERI?A'ffflbV4WYlM L, No
VERIFY ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. USE OF PLOT ACKNOWLEDGES AC
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4?eidcal Areas Checki t
------------------ ------- -----------
Site Information (solls/topography/hydrology/vegetation)
I Site Address/Location: 20301 - 81s t Avenue W
2. Property Tax A ccount Number: 00431200001602
3. Approximate Site Size (acres or square feet): 16,967 sq. ft. (0.3895 acres)
4. Is this site currently developed? X yes;_ no. -C,
If yes; how is site developed? One single family residence
5. Describe the general site topography. Check all that apply. 3024
Flat: less than 5-feet elevation change over entire site.
COUNTER
X Rolling: slopes on site generally less than 15% (a vertical rise of I 0-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
I 0-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 3 0% present on site (a vertical rise of I 0-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: No Approx. Depth:
7. Si - te contains areas of seasonal standing water No Approx. Depth:
What season(s) of the year?
8. Site is in the floodway No 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) X
11. Obvious wetland is present on site: -No
------------ - - - ---------- - ---------------------- - For City Swr Use Only ------------- - ------------- — — ---------- --- - ------
4.
is Zdnm�
1 SICS mapped soil type(i)? kLD�WQM MlokV4 W144D C6M?L—V-x 119 S% ...
1. wetland inventory or C.A. map 'indicates wetland present on site?
t4 0,
4. Critical Areas inventory or C.A. map indicates Crit i . c . a] Area on site?
5.* Site within designated earth subsidence landslide hazard area?
No,
6. Site designated on the Environmentally Sensitive Areas Map?
bETERMINATION
-ca_chk.doc; Rev 10/03/97
.4 C . 1 %19�
0
City of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
Critical Areas File #: 'qV 00— kR5
Critical Areas Checklist Fee: $45.00
Date Received by Dev. Serv. Dept:
City Receipt No: I CIP �-) � 7
Date Mailed to Applicant: JZ - %-.ZC)00
CRITICAL AIREUIAS 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
Edmonds Prior 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,
maps, 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.
Please submit a vicinity map, along with the signed
copy of this form to assist City staff in finding and
locating the specific piece of property described on
this form. 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 Areas Checklist and attest that the answers provided are factual, to the
best of my knowledge (fill out the appropriate column below).
PLEASE PRINT CLEARLY
Owner/Applicant: Applicant Representative:
Nalund & Associates, Inc. ABA, Inc.
Name
9792 Edmonds Way #266
Street Address
Edmonds, WA 98020
City State Zip
425-771-7270
Tele;p�h�7one
Signature
1113el2vou
Date
Name
6141 NE Bothell Way
Street Address
Kenmore, WA 98098
City State Zip
425-485-9711
Telephone
Signatur?/
1113 6
Date
d:recep1iorAans1CACLHandotA.doc
Revised 4/1 OWN
0 0
PLANNING DATA STREET FILE
NAME:'tMAe. CA�_�Pesr-_LL
SITE ADDRESS:- :E>/-zS0 / 0 1 -DATE:- ao?)101 'Al,g
ZONING: F-�- S PLAN CHK#: 01-1 (P5
S-=� , P_ C-01 A:T-r)N014(qj.,-)
PROJECT DESCRIPTION: vAq�_� :�rggg=L4
Q
CORNER LOT fie /No)
SETBACKS:
ReqMired Setbacks:
'*Y4.' Fro t: Rrb'teft 9
FLAG LOT (Yes&
-7
Actual Setbacks: 0 : S : E:
\,4 '. +Fent:_aZ�_-Le- swe: 1'�)' Right-Stde:
_zRedr.,
Street map checked for additional setback required? 1� —(Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y&
LOT COVERAGE:
Maximum Allowed:— ��% ---Actual:
1,-Z>r FL, 14c)L4 -+- &A"cq- U401-i-o_ck)q
c�,
BUILDING HEIGHT:
Maximum Allowed: ----.Actual Height: aH,
"04 BGNOQJ�x or-4 FiW 14C4 Or_Ar-.)T
0 N
DatumPoint: Datum Elevation: LA(O.Q,4'
A.D.U. CREATED?:
SUBDIVISION: -
CRITICAL AREAS #: C-4N -oo- ! R -I-) \1A% vcL-v
SEPA DETERMINATION: ±h�L W4A -7 n- c) I I
LOT AREA: 20i
OTHER:
Plan Review By:
cAft1es\pemiAAp1andaLdoc
0 -�, E c --V - -
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
� A � . . ? . - __1 N _
MAILING ADDRESS
CITY
NAME
RE.4,L.
ADDRESS
C6 11211 ZT, H F,
CITY
Oalf�v
NAME
e� V61
ZIP
� Ic
ALj_1N,,r_T_- Irgs-s. WC.
ZIP TE�EPHO CIO
(4 1 �) +51
CITY ZIP TE
PERMIT EXPIRES
USE
ZONE
PERMIT
NUMBER
JOB
ADDRESS
SUITE/APT#'
2_o:�
xx
iw�
PLAT NAM E/SU BDIVI SION NO.
LOT NO.
L I D NO/
141�7
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL
STREET MAP
TESCP A proved 0
RW Perrnpit Required
(040
Street Use Permit Req'd
EXISTING PROPOSED
1*02,
Inspection Required
Sidewalk Requirecift.1141
REQUIRED DEDICATION
FT
U.de,gj2Knc1
I xvirinwq�lred
METER SIZE
LINE SIZE
NO. OF FIXTOR
EQUIRED
NO 0 3
REMARKS
z
OWNER/CONTRACTOR RE
L F OSION CONTROUDRAINAGE a
z
ENGINEERING
-REVIEWED/DATE
as
6A_ FIRE REVIEWED B'Y
cy%
LICENSE NUMIJER EXPIRATION DATE CHECKED BY
PROPERTY TAX ACCOUNT PARCEL NO.
NEW
RESIDENTIAL
PLUMBING / MECH
F-1 ADDITION
COMMERCIAL
o
COMPLIANCE OR
CHANGE OF USE
F-1 REMODEL
Ej APARTMENT
SIGN
REPAIR
YDR
FENCE
X FT)
DEMOLISH
TANK C;;2e,7
Ej
OTHER
'�(GARAGE
CARPORT
FIETAIEFING WALL
ROCK
RENEWAL
(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
NUMBER
0 F
STORIES (2-
—T,,JNITS
NUMBER OF
DWELLING
CRITICAL
A
N
DESCRIBE WORK TO BE DONE
I A—A-H I (�f FE_S 11, 0-M-t-JQC- 11 "' ) I
�� .1 LOT
PLAN CHECK NO: - . - IVESTED DATE
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (C URBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS. ASSIGNS AND SUCCESORS
IN INTEREST, AGREES TO INDEMNIFY. DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS. WASHINGTON, ITS OFFICIALS, 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
DEEMEDTO MODIFY, WAIVEOR REDUCEANY REQUIREMENTOF ANYCITY ORDINANCE
NOR LIMIT IN ANYWAYTHE CITY'SABILITYTO ENFORCE ANY ORDINANCE PROVISION."
I HEREBY ACKNOWLEDGE THAT� HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT,AND THAT AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
SIG;N7 RE VWNE R AGENT) DATE SIG EUD
ATTEWION f
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
5/98
'711.61e
LU
5
U.
VAF47R CU SHE OR ADB# INSPECTION I BOND
REO 'D POSTED
0 YES gNO
SEPA REVIEW SIGN AREA HEIGHT
COMPLETE I EXEMPT AL 0 E PRC P07SED ALLOWED PROPOSED
LiEXP �VL G
LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED T431Z E=
5 z
tz z
boX C I
PARKING LOT AREA I PLANNING REVIE10
REO'D I PROVIDE D
r:�L I RO I
CHECKEDBY
ITYP!
ST LICTION
C 01-1
col-,
OCCUPANT
GROUP
SPECIAL INSPECTOR
AREA
CIO
OCCUPANT
REO UIRED [:3 YES
I
LOAD
REMARKS
0
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ'D
i f Anr �
A I If:, , I
t. A -el,, lit
VALUATION FEE
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL *9
fAEIaDwGx4Li6
STATE SURCHARGE//f
ENG. REVIEW FEES (57-
ENG. INSPECTION FEE
PLAN CHECK DEPOSIT f� 7S
TOTAL AMOUNT DUE
R C)P�
APPOCATION APPROVAL
CALL
FOR INSPECTION
This application is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid. and
receipt is acknowledged in space provided.
OF ICI LS SIGNATURE DATE
I A- '7�/ -2,
�� 0 '- /A J&Y:n
(4 2 5 -)
771-0220
EXT/333
771-0221
FAEASED BY DAfE
FAX
.()W - I�spp , OR
PINK - OWNER GOLD - ASSESSOR
/,7 —C
. 9 ci
City of Edmon,ds 111IT NO: 9564
PERMIT EXPIRES_747k_�;,_
SIDE SEWER PERMIT
Address of Construction: AQ 31 Ir 8z kj LYD #
Property Tax Account Parcel No. /V:9/ 9 /10 Q 0 1 4P 03�
Attach copies of all access and utility easements Verified and Approved b
Owner and/or Q nt e,- ik
Contractor License #: &A 7�& 4d 5E!ZOZ� Building Permit #:za/
>6singfe Family Invasion into City *Right -of Way: El Yes NKO
F] Multi -Family (No. of Units *RW Construction Permit
Z-,
Commercial (No. of Units Cross other *Private, Prop��ty.: Yes C5Ko
Public "Attach legal description and copy of recorded easement.
OwnoC�R�tor
Owner or contractor signature and acknowledgement statement: Date
By signing for this permit I certify that I have read, the City's public handout entitled .
ide Sewer Specifications, and shall comply with all City requirements outlined therein
100
9 CALL DIA:L-A-DIG (1-800-414�5555) BEFORE ANY EXCAVATION
W FOR INSPECTION CALL 425-771-0220 extension
24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REQUESTS
NOTE: IF JOB SITE IS NOTREADY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED.
Job Site Ready,YES NO Date:. Initial:
Partial Inspection:
Date: Initial:
Partial Inspection: -Date: Initial:
FINAL INSPECTION APPROVED: Date".
Initial: _�)/
1,� PERMIT MUST BE POSTED ON JOB
White Copy: File (ireen Copy: Inspector Buff Copy: Applicant
As -built to Street File: E]
rE t�
L;temp;bldg;forms;ssperTnitjig4/00
0
a
U)
Glean-ut
P)
c
U)
co
Bonds
(3.5, Deep)
15
stub
(5, De-2p)
Bond
l=wut
(4' Deep)
to Su t;e_
CITY OF
EDMONDS
SIDE SEWER AS -BUILT
ADDRESS
PERMIT
20319 81st
Ave W
9564
HOMEOWNER
CONTRACTOR
Nathon Construction
DATE
DRAWN
10-2001
BY
Jim Roberts
0
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City of Edmonds Permit No: .
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: :71-1
f f
A. Address or Vicinity of Construction:
B. Type of Work (be specific):
C. Contractor: WA4HM (oviOUA00 7::LMC Contact: C
JAA1 lir MP+4iAAJ
Mailing Address." ZA4
1A1 /,90 C4 Phone:
State License #: AJ At H A.!� -c cj� -T- Liability Insurance: Bond: $
D. Building Permit # (if applicable): -3 Q Side Sewer Permit # (if applicable):
E. Commercial Subdivision City Project E] EUC (PUD, GTE, PSE,'C-HAMBERS, OVWD)
Mulfi-Family. Single Family F-I Other
INSPECTOR-
F. PAVEMENT: [:] YES NO G. SIZE OF CUT x H. Charge: $
CONCRETE CUT: E] YES NO
IDEMNITY. - Applicant understands by his/her signature to this ypplication helshe holds the City of Edmonds harmless from injuries,
damages or claims of any kind or description whatsoever,.foreseen -or unforeseen, that may be made against the Cit of Edmonds or
y .
any of its departments or employees, including but not limited to th�'defense of any legal proceedings including defense costs and
attorneyfees 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 ESTIMA TED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS
COMPLETED BY CITY FORCES, A T WHICH TIME A DEBIT OR CR . EDIT WILL BE PR OCESSED FOR ISSUA NCE TO THE A PPLICA NT.
* Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training in their possession.
+ Restoration is to be in accordance with City codes. All street -cut trench work shall be patched. with asphalt or City -
approved material prior'16 the end of the workday - NO EXCEPTIONS.
# Three sets of construction drawings of proposed work are required with the permit application.
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND. THE PERMIT REQUIREMENT'v AND ACKNOWLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature:
Agent)
?//, 1_74 ��- t
CALL DYAL-A-DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
�o f ;5
Approved bV: Right-of-way Fee
Time Authbrized: Void After IQ 0001T Disruption Fee/Fund III:
Special Conditions: 'Restoratiop Fee:
CA(I ryo, At(, 96WIW 1ASSaV-Z 6E&a Total Fee--'*15-
R i t No:
ecelp
�Tat4�:te, 2r�� Kz-54" fZEE::�— Issued by:
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
,-*'INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE.
FINAL APPROVAL OF PERMITTED WORK. L C_ttr-y5 M ft-10
INSPECTOR'S SIGNATURE DATKLI'Z�(Q-2_
For inspection requirements see. Engineering Information Handout.
CATCH BASIN SCHEDULE
TYPE 'I CS 0
TOP - 393.4
INV. - 389.8
TYPE 2 C8 (9)
TOP - 402.6
INV (W) - 397.9
INV �NE) - 397.5
INV S) - 397.3
INV (E. N) - 393.3
TYPE I CB
,OP - 400.8
INV. - 399.1
TYPE 1 CB @
TOP = 403,2
INV (S 400.4
INV (N� =- 398.1
TYPE 1 CB (D
Top = 403.3
INV. = 401.4
TYPE Ill CB G
Top = 392.0 (MATCH GRADE)
INV �6" �E) = 389.2
INV 24 EXISTING) = 388.2
(FIELD VERIFY)
TYPE I-L CB
CONTROL C8 (ORIFICE - 3/4-0)
�6P - 395.5 (OPEN GRATE, LOCKING LID)
INV. = 391.5
OVERFLOW (MIN) = 393.7
TYPE -1-L CO @
TOP = 396.0 (OPEN GRATE, LOCKING LID)
INV (N) = 391.7
CONNECT DOWNSPOUTS TO
STORM DRAINAGE SYSTEM, TYP.
LOT LINE DATA
200th SMEET SW
NUM
DISTANCE
BEARING
L1
55.02
NO'25*21't-
L2
25.00
N10'16'59iiW
L3
_�2 5-13
N21'21'57"E_
DATE: 12-04-2000
SCALE: 1" - 40'
0 50 100
VERTICAL DATUM: CITY OF LYNNWOOD. BM 81
SITE TBM: NW HEADBOLT ON FIRE HYDRANT
LOCATED ON W. SIDE OF 80th AVE, W
+100'N OF INT. 198th ST. -SW (SEE PLAN)
ELEVATION = 410.94
FILTER FABRIC MATE
2'.' BY 2" BY 14 GA. WIRE FABRIC OR E(
PROVIDE 3/4" TO 1,5" WASHED GRAVEL-
BACKFILL IN TRENCH AND ON BOTH SIDES
OF FILTER FENCE FABRIC ON THE SURFACE
LOT JO
27 LF, 24"0 ADS N-12
DETENTION PIPE AT 0.5%
(SEE DETAIL)
SW 1 /4. NE 1/4, `-,E(- 19, T.. 27 N.. R. 4 E., W.M.
LEGAL DESCRIPTION
EXISTING LOT: (TAX LOT No. 00431200001602)
THE WEST 154.18 FEET OF TRACT 16, EAST EDMONDS ACRES, DIVISION No. 2.
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS. PAGE 66,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON:
EXCEPT THE SOUTH 20 FEET THEREOF;
FOUND CONC. MON. SUBJECT TO RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS
WITH 1-1/2-0 BRASS ASSOCIATED NTH ADJACENT PUBLIC STREET AS GRANTED IN DEED FILED LINDER
DOME IN CASE "+'
(11/21/2000) RECORDING NUMBER 2247561.
00
Ln
V
> z
309
r
z
0
_4 30'
:'',or 30'
>
'C C
Ce
S.S.M.H. -
TOP . 393.39
�3-_39T
INV. - 3718.73
an
LOT 31
CONNECT DOWNSPOUTS TO
STORM DRAINAGE SYSTEM, TYP.
2" BY 4" WOOD POST ALT:
STEEL FENCE POSTS
FILTER FENCE DETAIL.
NTS
SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH. STATE OF
WASHINGTON.
EAST EDMONDS ACRES
DI VISION No. 2
4w VOL. 12, P. 66
25 LF, l ADS N-12 0 2%
�TEMP. FILTER FENCE (SEE ETAIL)
9�
r-PROPOSED IMPERVIOUS
HOUSE/DRIVEWAY = 3.150 SF'
N89-17-00-W 154,18
�10
IF >
Ll U141 >
\,e ID R
C"'
C
C)
C:
4-
Blois SF
�Fio.00
S.S.M.H '
. I !
ASPHALT
TOP - 40418
INV. - 396.20
4
a PAWN ENT
EXISTING C8. TYP.
(SEE SCHEDULE)
A
A
rn
'OT 52
L
<
3.
HYDRANT
FOUND CONC. MON.
SITE IBM (SEE NOTE)
V4TH 1-1/2-0 BRASS
DOME IN CASE
(11/21/2000)
oil
to V!
� F t_ .. 1A
IDZ
�AOUSE
0
?IJ
z
10*x7' METAL STORAGE SHED
L07 16
954
CID
rq
gg
HIGH WOOD
[:FENCE. TYP
N89'18'17"W 154.18
203rd SWET SW k
322' ss 1.8x
T
EXISTING /PROPOSED SHEET
0�
FLOW DRAINAGE DIRECTION
94 1
9
0 7 5
p
TOTAL SITE AREA 16,967 SF
(0.39 ACRE)
EXISTING ZONING RS-8
25'-6"0 ADS N-12 PIPE
0 ll TO CB ('1',
. _j
FUMT-OF-WAY CONSTRUCTION PERMrr
AND INSPECTION REQUIRED
OWNERICONTRAC,ITOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
I
OUR & SEWER
INSPECTIONS REaD
CALL 425-771 -022-0 EXT. 1326
-HF_'1r:aH7 - CkV,53
402.0
401,0
9 8,
<7;�i - _�/ -4 b-7'
ShAl"011
M,,&,,X, H 1- 16 H 7 -42--ef "87
/�cTLI�%L H �=_16HT 61
W-40
'PO 11-CH
4.8
r2_0
I�WYK 7-42
fIXTIC 77
qOqE3 c3<2-
_Tr A,� E�A 80 [:� 15q, F-T.
JOT COY'r-hAl 56
rA,41� rl!Z-41T 1W O�- POINle e
H I N' OF wvt� 1- 0,450 W. I z f7
Vr_N WA_(
157001_jv IAj A-f 4- �.6) r 15- -- I I -
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1. CALL ENGINEERJNG DIVISION (771-0220�FOR A TIGHTLINE AND
ACCEPTABLE TIGHTLINE DETENTION SYSTEM INSPECTION BEFORE BACKFILLING AND FOR
MATERIAL FINAL INSPECTIONS,
SDR 35
SCH 40 2. RESPONSIBILITY FOR OPERATIONS AND MAINTENANCE OF DRAINAGE
N -12
F810 HANCOR 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, THE OUTLET CONTROL ORIFICE mus'r BE
KEPT OPEN AT ALL TIMES.
TEMPORARY CONSTRUCTION 3. ALLOWABLE PIPE MATERIALS:
ENTRANCE REQUIRED REINFORCED CONCRETE, ALUMINIZED STEEL, ALUMINUM.
CMP ASPHALT COATFD.
4. CONNECT ROO�' D:�AINS TO CB(�)/Ce(-�"
FOOTING DRAINS NOT
TO BE TIED INTO
DETENTION SYSTEM
400 ILD
RA-TIO
lop
120
-Yj 3 1 11,7 7
4
x
L --4-
4
kLT
T "r_�AW OUT& r, I- 114E�
4N44 LALlf'4401-9
H PV- ; - P, r-)
3 0 k1l LOCle
All
CONO S e'T' 1-0
Aw
I-
MATCH GRADE
Maintenance Standards
350 x
1. Any damage shall be repaired immediately.
500 4
PLATE ELEYATION
2. If concentrated flows are evident uphill of the fence, they must
be intercepted
RESTRICTOR X = 2.8'
WITH 3/4"o ORIFICE L = 24 + 2.8 27
APPROVED
and conveyed to a sediment trap or pond.
AS NOTED
3, It is important to check the uphill side of the fence for signs of the fence clogging
TYPE I-L. CB 02 TYPE I-L CB
BY ENGINEERING
and acting as a barrier to flow and then cou channelization
s1n)or
of flows parallel to
the fence. If this occurs, replace. the fence and remove the
trapped sediment.
DETENTION SYSTEM DETAIL
Date: _711511::v
4. Sediment must be removed when the sediment is 6" high.
LOOKING EASTERLY NTS
1
CALL 48 HOURS
L
SHH'T.
5. If the filter fabric has deteriorated due to ultraviole-*. breakdown,
it shall be replaced.
DESIGN DATA
BEFORE YOU DIG
IMPERVIOUS AREA PIPE DIAMETER PIPE LENGTH ORIFICE DIA.
1-800-424-5555
3,350 SF (ASSUMED) 24110 27'(SEE CALCS) 3/4 It 0
PROJE
C "YT C O"D
IT
941
I or* 1 AA I I _1% IN! I I l I I If, '_�
CATCH BASIN SCHEDULE
TYPE i
CB (Z)
TOP -
393.4
INV. -
389.8
TYPE 2
CS @
TOP -
402.6
INV (W)
-- 397.9
INV (NE)
397,5
INV
397.3
�S)
INV E.
N) - 393.3
TYPE 1
CB
TOP -
400.8
INV. -
399.1
TYPE 1
CB @
TOP =
403.2
INV (S
== 400,4
INV (N�
398.1
TYPE i
CB 0
TOP =
403.3
INV. =
401.4
TYPE 11
CB 0
TOP -
392.0 (MATCH GRADE)
INV (6 .
E) = 389.2
INV (24
EXISTING) = 388.2
(FIELD VERIFY)
TYPE 1-L CB (Z
CONTROL
CB (OPIFICE - 3/4-0)
TOP -
395.5 (OPEN GRATE, LOCKING LID)
INV. =
391.5
OVERFLOW (MIN) = 393.7
TYPE 1-L CO @
TOP =
396.0 (OPEN GRATE, LOCKING LID)
INV (N)
= 391.7
CONNECT DOWNSPOUTS TO
STORM
DRAINAGE SYSTEM. TYP.
LOT LINE DATA
NUM
DI TANCE
BEARING
L1
55.02
NO*25'21"E
L2
25.00
N 10*1 6'59"W
L3
32.58
N21'21'57"E
DATE: 12-04-2000
SCALE: 1" - 40'
50 100
VERTICAL DATUM: CITY OF LYNNWOOD. BM 81
SITE TBM: NW HEAD80LT ON FIRE HYDRANT
LOCATED ON W. SIDE OF 80th AVE, W
+100'N OF INT. 198th ST, SW (SEE PLAN)
ELEVATION = 410.94
FILTER FABRIC MATE
2" BY 2" BY 14 GA. WIRE FABRIC OR E(
PROVIDE 3/4" TO 1.5" WASHED GRAVEL-
BACKIFILL IN TRENCH AND ON BOTH SIDES
OF FILTER FENCE.FABRIC ON THE SURFACE
200th STRrET SW
FOUND CONIC. MON.
VATH 1-1/2-0 BRASS
DOME IN CASE
(11/21/2000)
-4
�n
4
00
(VIA)
14
LOT 30
>
z
30'
>
r4
s Cx
SW 1/4, NE 1/4, 9EC. 19, T., 27 N.. R. 4 E., W.M.
LEGAL DESCRIPTION
EXISTING LOT: (TAX LOT No. 00431200001602)
THE WEST 154,18 FEET OF TRACT 16, EAST EDMONDS ACRES. DIVISION No. 2.
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS. PACE 66.
RECORDS OF SNOHOMISH COUNTY, WASHINGTON;
EXCEPT THE SOUTH 20 FEET THEREOF;
SUBJECT TO RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS
ASSOCIATED WITH ADJACENT PUBLIC STREET AS GRANTED IN DEED FILED UNDER
RECORDING NUMBER 2247561;
SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
110juigArD
0 dj 60K
EAST EDA40NDS ACRES
11,6 DIVISION No. 2
VOL. 12, P. 66
25 LF, 6"0 ADS N-12 0 9 2%
TEMP FILTER FENCE (SEE ETAIL)
PROPOSED IMPERVIOUS
HOUSE/DRIVEWAY = 3,150 SF
N89'17'00"W 154.18
-12
27 LF, 24*0 ADS N
DETENTION PIPE AT 0.5%
(SEE DETAIL) L4 >
W AP
S.S.M.H. 00
TOP - 393.39
INV, - 378.73 C
1. 0 T 31
CONNECT DOWNSPOUTS TO
STORM DRAINAGE SYSTEM,, TYP.
C0
25'
SiO113 SIF
73. 00
110ZO 0,
TOP - 403.18
PAYE� 00
INV. - 396.20 LV 7
EXISTING CB, TYP.
(SEE SCHEDULE)
gy
rn
r
�n Pi a
�! p
0 r
L 0 T 32
30- 1 i 30'
I
---FIRE HYDRANI
FOUND CONC. MON. SITE TEIM (SEE NOTE)
M7H 1-1/2*0 BRASS
DOME IN CASE '+"
(11/21/2000) +
2" BY 4" WOOD POST ALT:
STEEL FENCE POSTS
FILTER FENCE DETAIL.
NTS
of.
Maintenance Standards
1.
Any damage shall be repaired immediately.
2.
If concentrated flows are evident uphill of the fence,
they must
be intercepted
and conveyed to a sediment trap or pond.
3.
It is important to check the uphill side of the fence
for signs of the fence clogging
and acting as a barrier to flow and then cousin channelization
'r)or
of flows parallel to
the fence. If this occurs, replace. the fence and remove the
trapped sediment.
4.
Sediment must be removed when the sediment is 6"
high,
5.
If the filter fabric has deteriorated due to ultraviolet
breakdown,
it shall be replaced.
&rjo"/ � i
-7
MAI
E%
16.3 6
z
18.954
10'x7' METAL STOR6,GFIHED
LO-17' 17
LOT 16
j I rri
6' HIGH WOOD
FENCE, TYP.
7:_'N8_9'18*17"W 154.18
203rd S7REET SW
322' SS 0 1,6%
EXISTING/PROPOSED SHEET
FLOW DRAINAGE DIRECTION
L 0 15
TOTAL SITE AREA 16,967 SF
(0.39 ACRE)
EXISTING ZONING RS-8
25'-6"0 ADS N-- - 12 PIPE
0 9.2% 'TO CB (1)
51
RIGHT-ORWAy CONSTRUCTION PERMIT
AND INSPECTION R6QUIRED
jiscfiUCTION
TEMPORARY CQ'
ENTRANCE REQUIRED
ACCEPTABLE TIGHTLINE
MATERIAL
SDR 35
SCH 40
N -12
F810 HANCOR
WATER & SEWER
INSPECTIONS REaD
04L 425,771-0220 EXT. 1326
IDWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
FOOTING DRAINS NOT
TO BE TIED INTO
DETENTION SYSTEM
-HI=--'1GH-T Ck455
-402.0
-S 9 & G
115,91.r-5 /-4
Ght&10E_
MLX, H E 16 H _T 4 2-1,37
ACTUit�L H F-167HT 61
-IMPrEP�\-/10U5 eUf�.f:-Ar_E
& LD61 W,40
PG F-r, H "Ate,
z�t, 1,9
I.? h I y tm-- 7-42 s�
0% 2,001
0 77
qoq 6 C3q. r-Tt
LOT okhEA 80 1;� aq, F-7
LOT CLM5�)AGF- 5b �yo
L -P L.,o� 44 s
_29 H IH or- 0*450 N - I Z F lrr--<e
Vr_I_q 5 W Al
t7V-I\Jt- W Al � �-O F6 z- I I - * -jo
( :� a) r7 - :�41 A I,). r�, \
LO
PAJIC)
40 1, 0, 061
r2.0
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Pyl &
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ljd/ 06K4 NeA L-,N`164404_�
0 H
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Oar
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L. PA -,TA '-I'. N 1,4 H EA 0 bO L-7 ON
I-h*E -HYL? F-� LDC',&7, EP ON H - 'F71 PF,
F- 60+h k,VF-- H OP:-- bl--?7 Wff-HLjff:6
ekT In(. 24 d*; 10 ADVWM /Lo -h-TH
1. CALL ENGINEER.iNG DIVISION (771-0220 FOR A TIGHTLINE AND
DETENTION SYSTEM INSPECTION BEFORE BACKFILLING AND FOR
FINAL INSPECTIONS.
2. RESPONSIBILITY FOR OPERATIONS AND- MAINTENANCE OF DRAINAGE
SYSTEMS ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE
PROPERTY OWNER. MATERIAL ACCUMULATED IN THE STORAGE PIPE
MUST BE FLUSHED OUTAND REMOVED FROM THE CATCH BASINS TO
ALLOW PROPER OPERATION, THE OUTLET CONTROL ORIFICE MUST BE
KEPT OPEN AT ALL TIMES,
3. ALLOWABLE PIPE MATERIALS.,
REINFORCED CONCRETE, ALUMINIZED STEEL ALUMINUM,
CMP ASPHALT,COATFD.
4. CONNECT ROOF DRAINS TO CB(D/C13C�)
kAATr,u fDAn r MATCH GRADE
TYPE I-L C8 I I I L_ I L_ %.., L-) %"�
DETENTION SYSTEM DETAIL
LOOKING EASTERLY NTS
DESIGN DATA
IMPERVIOUS AREA PIPE DIAMETER PIPE LENGTH ORIFICE DIA.
3,350 SF (ASSUMED) 24*10 27' (SEE CALCS) 3/4 It 0
6T E11GINEERING
Date:
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
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