22524 98TH AVE W.PDFlill 11111111
9716
22524 98TH AVE W
ADDRESS:
AVE, W
TAX ACCOUNT/PARCEL NUMBER: —co q_�,)o-7 oob ocx
BUILDING PERMIT (NEW STRUCTURE): 2-0 15- 0 q a
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:- L4 I -DETERMINATION: [] Conditional Waiver [] Study Required )�Fwaiver
DISCRETIONARY PERMIT 9'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED: 11112-10
SCALED PLOT PLAN DATED: 12-11&10
SEWER LID FEE $:
LID
SHORT PLAT FILE: !�-_> - OQ - s(� LOT: BLOCK:
SIDE SEWER AS BUILT DA
SIDE SEWER PERMIT(S)
GEOTECH REPORT DATED:
11
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER
LATEMP\DST's\Fonns\Street File Checklist.doc
It
., '. 1 ?5 ,
Address of Constructi on:
Property Tax Account Parcel No. 17 606 Otl)p (�O
Attach copies of all access and utility easements Verified and Approved b
Owner and/or Contractor: 46 r.
77 -7,09
Contractor License Building Permit #:,24) 0-T
'JET -Single Family InvasiLi to City *Right -of Way: El Yes WNo
F� Multi -Family (No. of Units *RW Construction Permit
Commercial (No. of Units Cross, other * *Private Property: ID Yes 'Q'No
_E],-Public, **Attach legal description and copy of recorde/d easement.
r Contra r
l cto
Owner or contractor signature and acknowledgement statement: Date
By signing for this permit I certify that I have read the City's publi�dout entitled
ide Sewer Specifications, and shall comply with all City requirements outlined therein.
W CALL DIAL -A -DIG (1-800-42'4-5555) BEFORE ANY EXCAVATION W
9 FOR INSPECTION CALL 425-771-0220 extension L3��Ar
24 HOIJR NOTICE REOUIRED FOR ALL INSPECTION REQUESTS
PERMIT MUST BE POSTED ON JOB SITE t-
White Copy: File Green Copy: Inspector Buff Copy: Applicant
L;temp;bldg;forms;sspermitjlg4/09.
LO
CD
CD
CN
Ilk
IL
LO
CD
CD
C\j
r-
T-
(N
rjW7
4M,
, 4t�
2/17/2005
2/17/2005
IL
pit',
t1i - 1�
A4%W
0
8" MAIN
16" CONC STUB 6.5'DEEP
6" C/O @ GRADE
6" LATERAL
22'
_6' 22* BEND
4" WYE + 4" C/O
@ GRADE
6" X 4" REDUCER
2.5'
6" WYE @ 5.5'DEEP
x
1
6" WYE, 6" C/O,
6"LINE- 6" LINE
6'X 4" REDUCER
Lu
@ GRADE
Q)
Z
4" LINE
W_
14' LINE
5)'
w
00
0)
4" LATERAL
x
22524
22' BEND
10,
0
10-5 4" FERNCO CONN'D TO EXISTING
lz
4" CONC SEWER 5'DEEP.
4" C/O @ GRADE
E.D*
CITY OF EDMONDS
SIDE SEWER
AS- BUILT
x:::)
ADDRESS:
PERMIT
22524 98TH
AVE W
NO.
9942
CONTRACTOR:
HOMEOWNER:
S ALE:
CAJUN CONST.
VIKING HEIGHTS
NTS
TE INSPECTED:
INSPECTED BY:
DATE DRAWN:
DRAWN
Y:
-&t. 1890
2-16-05
J. HAWKINS
2-21-05
E. SIBREL
0
-N)
16'X4'-7"
CONC. PATIO—
e
SITEPLAN SITE ADDRESS
SCALE: 1 20.0' 22524 98TH AVE WEST
EDMONDS, WA 98020
ASSESSOR'S PARCEL NO.
HEIGHT CALCULATIONS
DATUM PT. @ EXIST. CB.
DATUM SET AT 382.37'
A=376.2
B=376.9
C=380.3
D=378.8
AVERAGE GRADE = 378.0'
ACTUAL HEIGHT = 402.5'
MAX. ALLOWABLE HEIGHT 403'
18"FIR
VUI#Uvfvvovvvvf
LOT SIZE
8000 SQ. FT.
BUILDING FOOTPRINT
2137 SQ. FT.
PERCENTAGE OF COVERAGE
26.7%
CONCRETE
38"FIR
35'-0"
bRiVEWAY AND WAL�
25'AY".
"—COVERED
EK
X
iHE
c? PORCH
)A0
CN
-1-71
/1 ST FLOOR
F 378.5
tom of ftg. — 375.3'
1! 8,000 S.F.
GARAGE FLOOR
7
(N FF 378.5
1 bottom of ftg. = 376.5'
\_18"CANTILEVERED
P L :\�1!0 51
18" ROOF
13'-0"
5,12.
FIREPLACE 46'6" OVERHANGS
1 25'-0"
OWNER I
SCOTT DELAP CONSTRUCT9142.
1428 143rd Place SW a; -< Z
Lynnwood, WA 98037
EROSION CONTROL
BY OTHERS - AS SUBMITTED. 0
DRAINAGE
PER DRAINAGE PLAN AND TESP.
r
0,
0 glo Cn W. 0
�_C B�
---IDP 382.37
INV. 379.2 0
V—WATE METER
:D PER 0 _YMPIC /IEW
I
_j Lij
>
<<
0
Lj
_j
<
M .. 1 11 0
CO0- J 1 2
U)
<
Q, d_ ID I
co
38:2.5 —EX. WATER METER
(RELOCATE BEHIND
SIDEWALK)
0
PLANNING DATA
U W-1 Z ff $I
REDUCED SITE PLAN PROVIDED?ffi�jl No
MAP PAGE: CORNER LOT: 9—es-1110 FLAG LOT: (Ye�s
ZONING: Ef:�-2-3 CRITICAL AREAS DETERMINATION # q6, -0
Q Studv Reauired:
1492, Waiver
QConditional Waiver
SEPA DETERMINATION:
QFee
L3 Checklist
L3 APO list w/ notarized form
L3 (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
Exempt
C_ C4,L"%—
SETBACKS:
Required Setbacks:
Street:_25L._Left Side: —7 Right Side: -5 Rear: I'S
Actual Setbacks: I
Street:-Vb. Left Side:_7 .'15 RightSide: aL4 Rear: 15 7
Street map checked for additional setback required? (Yes I No I DNA)
Q. DETACHED STRUCTURES:
Q ROCKERIES:
Q FENCES/TR'ELLISES:
Q BAY WINDOWS / PROJECTING MODULATION:
Ll STAIRS/ DECKS:
PARKING: Required: 9.,Actual: �!:- -2—
LOT AREA: �1 00 0
_:� e_x� !2--7
BUILDING HEIGHT: TC-7p &b
Datum Pointca �'. CIP,+-ki Datum Elevation: 257
Maximum Allowed: rj —Actual Height: 4S)
A.D.U. CREATEVA�l Yes)
:3-70-2-
a 7G, -. C?
360--3
�57 a - a
SUBDIVISION:!5-04 _G(a
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes / No 378.oS
r r_)XW,r_L2d %-� *�i e."'
Review B)r
NewBPPIanningDataForrn.D0C
Dec 18 2004 8:54RM Leren Compantl 425-771-H4U1 P.e
C1TY OF EDMONDS RECEIVED
TRAFFIC IMPACT ANALYSIS DEC 2 .1 2004
Date.. WORK SHEET BUILDING DEPT.
Name of Proposed Project:
Owner/Apolicant:
A/, A. �� f "i
Narne
StreetfMailing Address
L" 0 W-V�
city .1 State zip
Telephone: '2-06- W!2 - 6 75-1
Applicant Contact Person:
TV222 baeA—f i X�e- LCRQfAl 60.
Name
& �� IZ6-6 3
Street/Maing Address
/','?I L 4- -0 '�,�-Ok Z-
Ca IrLT e- -
City state zip
Telephone: 4U5-- 726- 600-2
Traffic Engineer who prepared the Traffic Impact Analysis:
�J. f�.
Firm Name
1. PROJECT DESCRIPTION
a. Street address (ifknown):
Contact Name
b. Location: — smom A S 4ka v'<-
c. Specify existing land use: sf'�z
d. Specify proposed type and size of development: S FA!,
Telephone
(Attach a vidnity map and skeptan.)
e. When will the project begin construction and when will it be completed? , 1,0J%-1t4q7z11 -ZVZ46- S-mzr
f. Define proposed access locations: 0 1R. - V-S's 1 J-Pvft-4 %
g. . Define pro" sed. sight distance at site egress locatio6:
PO
WA - 1611,y , vkl
page 1
Dec 1H i�UU4 U:b4HM
Leren Lampantj
0
'4eZ- I /I -U'4U I
0
P. J
2. TRIP GENERATION
a. Existing Site Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
b. Proposed Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
c. Net New Project Trip Generation Table:
Land Use
Daily(ADT)
PM Peak -Hour Trips
IN OUT
d. State assumptions and methodology for internal, link -diverted or passby trips:
Page 2
Dee 18 2004 8:54RM
Leren Compantj
0
425-771-b4U1
is
P.4
3. TRIP DISTRIBUTION
Prepare and attach a graphic showing project trip distribution percentages and assignments.
4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY
& Have sight distance requirements at egress location been met per AASHTO requirements?
b. Intersection Level of Service Analysis:.
• Existing Conditions
LOS Delays
• Year of Opening
LOS Delays
• Five Years Beyond Change of Land Use
LOS Delays
(Intersections to be evaluated shall be determined by the City ofEdmonds Traffic Engineer.)
c. Describe channelization warrants:
(Attach stripingplan.)
d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths):
50% 95%
Existing Conditions
Year of Opening
Five Years Beyond
Change of Land Use
e. If appropriate, state stop sign and signal warrants:
f Summarize local accident history:
Page 3
Dec 18 2004 8:54RM
Leren Compantl
0
425-771-8401
0
p. b
5. TRAFFIC VOLUNIES
a. Describe existing ADT and peak -hour counts, including turning movements, on street adjacent to and
directly impacted by the project.
I
b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the project is
fully open (with and without project traffic).
c. Describe the estimated ADT and peak -hour counts, including turning movements, five years after the
project has been fully open (with and vVithout project traffic).
d- State annual background traffic growth factor and source:
6. LEVEL OF SERVICE ANALYSIS
Summarize Level of Service Analysis below and attach supporting LOS analysis documentation. Provide
the following documentation for each arterial street or arterial intersection impacted by ten or more peak -
hour trips. Other City -planned developments must also be factored into the LOS calculations.
Existinz LOS:
Existing Condition:
Year of Ovenina LOS:
With Project:
Without Project:
Page 4
Dec 18 2004 8:54RM
-Leren Compantj
9
425-771-8401
0
P. 6
Five Years After Openin LOS:
With Project:
Without Project -
Note any assumptions/variations to standard analysis default values and justifications -
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact
fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified
in ECDC 18.82.120, except as otherwise pro*vided for independent fee calculations in ECDC 18.82.130.
85 qV, 17 -7-
&NEWAMwMICity "WATU GW"itcATradw%uAma1yWix1L944.d= Page 5
1
12.3'
5'deep I
SI wl Tracer wire @ 2'deep
98th Ave W
CITY OF EDMONDS WATERLINE AS- BUILT
ADDRESS
tf� 22524 98th AVE W
CONTRACTOR
Cajun
HOMEOWNER Delap
DATE � DRAWN
5/27/2005 BY Nima M.Moghaddam
I.-Ilf-11110
NTS
PERMIT
NO. 2005-0040
E.Dj4,_
;z,o i
ce /Z. -3
T/z. -
��o 6�i- A,,� c vQ
-i!-�
HERE
SKETCH (CiRCLE ONE)
CITY OF EDMONDS SIDE SEWER / WATER AS- BUILT
ADDRESS HOMEOWNER
222-SZ4 25"6&t- tJ
CONTRACTOR SCALE
CAI c) N7-S
DATE -Y
_5_/-
ID DRA PERMIT
_7 BY w� 4- NO.
ilc�
kk
, 4%�rjtW, 4
a
AM
ri.
4A ,I
LO
CD
Q
(N
LO
LO
% ik
L& I,
'. 4e,
fZ
t4
jf
�Or,!
elk
tv-
4A
pt
73;'4-
11 iv —
I TF .1
Af,
16
DEPARTMENT OF BUILDINGS
PER INTERNAT16 AL RESIDENTIAL CODE SECTION R1 10
AT: 22524 981h Ave W
Occupancy established by this certificate: R3
,Building Permit #: 2005-0040
Dwelling Units:.
No. Stories: 2 Basement: N/A Type of Construction: VB
Owner of building: Scott Del-ap Construction
The Sinale Family Residence at 22524 98th Ave W has been"Jiispid d ved complying with the requirements of the
_ted- an,. appro
2003 edition of the International Residential Code as ad6pt9djby (h* and division of occupancy and the use for which
the proposed occupancy is classified.
Issued this 10 th day of Aunust 1 2005
Chief Building Official
By:
Any change of occupancy or use requires a building permit and a now Certificate of Occupancy issued by the City of Edmonds Building Official.
DATE
DATE RE EIVIED
(�DATE RECE
PERMIT EXPIRES
IT)
0(1
CITY OFEDIVIONDS
OSE PERMIT
ZONE
NUMBER
CONSTRUCTION PERMIT APPLICATION
JUIJ SUITE/APT#
ADDRESS nc
&�
OWNER NAM '/NAME OF BVSINES
-t5c,ot,i
1-1+110 (M51
C
fodl�m
PLAT NAME/SUBDIVISION NO.
LOT NO.
1
LID NO.
UM
MAILING ADDRESS
5-64-5&
LID FEE $
z
5G)
1
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved
RW Permit Req red
Street Use Perm:t Req'd
CITY
ZIP
TELEPHONE
EXISTING — PROPOSED
Inspection Required
Sidewalk Required
L4
%M
I �'() 4 � 19 �?
REQUIRED DEDICATION FT
Underground
Wiring required
NAME I
METER SIZE
LINE SIZE
NO, OF FIXTURE
PRV REQUIRED
YES NO E3
z
REMARKS'
LU
z
ADDRM
x
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
1106
v
CITY
ZIP
q g2
ELEPHONE
IT
_)I � _�
41C owl
NAM
CBL #
f (VWS0-f5j;%W42-
r 0(-� I uY)
116, 10�?
MGINEERING REVIEWED BY DATE
o
ADDRESj*
ADDRESS
FIRE REVIEWED BY DATE
LU
cl
ZIP
TELEPHONE
0
IJ
STATE LICENSE NUMBER EXPIR�TION DATE
D
VARIANCE OR CU
SHORELINE OR ADB#
INSPECTION
REO'D
BOND
POSTED
<3
f OMVq
7 -7
13YES WPO $
SEPA REVIEW
COMPLETE EXEMPT
SIGN AREA
ALLOWED PROPOSED
HEIGHT
ALLOWED PROPOSED,
.4
PROPqRTY TAX ACCOUNT PARCEL No.
I \i
I ?-4-4S
EXP
NEW
RESIDENTIAL
WPL UMBING IZH
LOT COVERAGE
REQUIRED SETBACKS (FT.)
PROPOSED SETBACKS (Fr.)
,0 %
MLLUVVCU PROPOSED
FRONT SIDE REAR
FRONT URSIDE REAR
ADDITION
COMMERCIAL
COMPLIANCE 08
-7.
2S , -7. S, ;?,j C? 5
REMODEL
MULTIFAMILY
CHANGE OF USE
SIGN
PARKING
REO'D I PROVIDED
LOT AREA
0
I PLANNING REVIEWED BY DAIE
//o
z
3
REPAIR rl%/GRADING FENCE
[ec)o
!_A Or_2�> 1 0
CYOS ( _ x _FT)
X — FT)
K
REMARKS
M � S
DEMOLISH TANK OTHER
GARAGE RETAINING WALL Ei FIRE SPRINKLER
R INKLER
ARPORT ROCKERY F RE AL ARM
RM
PREA
'(TYPE OF USE. BUSINESS OR AC��IV EXPJAIN'.
�2� '\
CHECKED BY TYPE
C
1101%RUCT16N
CODE
OCCUPANT
� ��� / I I
;r
Cr
1 0 �7)
GROUP
P
NUMBER
OF
STORIES
NUMBER OF
DWELLING
CRITICAL QkIQ
AREAS
SPECIAL INSPECTION
JAREA�MV55(�
OCCUPANT
LOAD
0
UNITS
NUMBER
REQUIRED
YES
DESC!5 %q TO BE DONE
REMARKS
REMARKS
z
PROGRESS INSPECTIONS PER UBC 108/IBC109/IRC109 FINALINSPECTIUM mcu W
E -SF
UAUrd
j 116-053- 0 0,WDLVS�x
VALUATION
&,Po P-o 2�4 -I
$ 21k1)
Description
FEE
Description
FEE
Plan Check
State Surcharge
SOURCE
le-
LAZING
%
LOT SLOPE %
A
Building tPerimit
'IN :t
-
City Surcharge
6
HECK NO:
VESTED WTIE
Plumbing
B . ase Fee
1� 4-
04-D,
Mechanical
A
)72--
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
1:
2
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
Grading
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARME PERMISSION.
Engr. Review
PERMIT APPLICATION: 180 DAYS
9L
PERMIT LIMIT I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
Erfgr. Inspection
1400
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
Fire Aevjiew
Plan
Chk. Deposit
M611
2
cc
N INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CI-1.
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANYAND
Pir649tpection
Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRE CTLY
FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIF14 WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
Landscapelnsp.
Total
Amt. Due
0
NOR LIMIT IN ANY WAY THE C17YS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'
-A
Recording Fee
Receipt #
Z 1p
I
HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
APPLICATION
APPROVAL
GIVEN
IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
TION;
AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid, and
IN VIOLAT ON OF THE LABOR CODE OF THE STA E OF WASHINGTON RELATING TO
FOR INSPECTION
receipt is acknowledged in space provided.
WORKMEN!s COMP !1VATRrW*NCE AND RCW 18.27.
E DATE
SIGNATURE
V6Wfi' T
DATE SIG JED
IA95)
%--Tl-
771-0220
U" I 1 11125
i
RE ASEDWY ATt
ATtENTION
EXT V: 133
TIM Ld
IT IS
UNLAWFULTO USE OR OCCUPYA BUILDING OR STRUCTURE UNTILAFINAL
INSPECTION HASBEEN MADE AND APPROVALOR A CERTIFICATE OF OCCU-
I —OWGUI
PANCY HAS BEEN GRANTED. UBC1 09 / IBC1 10 / IRC1 10.
-FILE'
,,YELLOW - IN' SP
PINK - OWNE9- GOLD - ASSESSOR
09/03 PRESS HARD -YOU ARE MAKING 4 COPIES
City of Edmonds Permit No:4i�i. ;c::)--
RIGHT-OF-WAY CONSTRUCTION PERMIT. Issue Date: -
A. Address or Vicinity of
B. Type of Work (be
� ! — I -,
C. Contractor:
Mailing Address:
State License#.- Li!i!A_6,Xr 10J my_)�
D. Building Permit # (if applicable):
;5 u)
10 7 8 Z
Contact: ��ul
Phone:
Liability Insurance: Bond: $
Side Sewer Permit # (if applicable):
cl� V,�
U
E. El Commercial El .Subdivision E] City Project [:] EUC (PUD, VERIZON, PSE, AT& T, OVWD)
Multi -Family [2r�mgle Family r_1 Other
INSPECTOR: CC
F. PAVEMENTCUT: -NO
-YES G. SIZEOFCUT. X
CONCRETE CUT: 0 YES El NO
INDEMNITY. Applicant understands'. by hislher signature to this application 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 City of
Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense
costs and attorneyfees by reason of granting this perm it.
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 W!LL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBIrOR CREDIT W!LL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT
* Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as requited 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 to the end of the workday — NO EXCEPTIONS.
* Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING, WORK
I HA VE READ THE ABO VE STA TEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND A CKIVO WLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
(Contractor or Agent)
FOR
Approved by: 1X,4A i 114 A J —
Time AuthorizA Void After /14/4 Y /, 16 6 �Ql_ _5
Special Conditions: 9_6'!�,rGX E k&V4 771:) ZJA,,,C AN4)J'W
r
M
Date:
USE ONLY
Right-of-way Fee -A//,
Disruption Fee/Fund 111:
Fee: 2. (e� A56
C77V4
A Total Fee: 17-5-1 r_1
Receipt No:,.-
o Issued by:
si SA-, 7- 2
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone-425--771-0220, Ext. 1326)
FINALAPPROVALOFPERMITTED WORK. Or DATE:
Inspector's Signature
for inspection requirements see Engineering.Inspection Information handout.
Z��
DAMy Documents\Forms\Engninl�ROWpermit—.doc
PlIchuck ��ontractors, Inc
Job # 107022995
February 11, 2005
Sheet 1 of 1 Rob Inglisg
LU
NOT
TO
SCALE
LEGEND
28" TRAFFIC CONE
WORK AREA
TRAFFIC FLOW
WORK VEHICLE
SIGN LOCA'nON
CHANNELIZATION DEVICE SPACING
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
IV
8.1
00
0%
4
10,
PAV
1,
ill
PAV
Notes:
1. All signs and spacing to conform
to the MUTCD and City of Edmonds
Traffic Control Manual.
2. Channelizing devices are 28"
traffic cones.
3. All signs are 48" x 48" B/O unless
otherwise specified.
4. Alert affected residents.
5. Work to take place between 9 a.m.
And 4 p.m. \q45-A--D,%Y- 10-6 Sjr.
6. Two Flaggers will control alternating
one lane traffic.
7. Work area will be 443'S of C/L of
224 St SW & 1 VE of CA of98 Ave W.
CALd- C 'TY OF S&O-toNo S
"C- 'T
Z4 14P-S. PRjv,2 7vj-�4F
LU
(Op 7-"6 9R0X67cr Ao4D
'(Z)
7-He: p;zoxerc -r
WORK AREA 3'x 5'
N
ONE LANE
ROAD
'-V
AHEAD
+ rAHROAD
0
W Wo
ORK
HUD
EAD
a4
44
z
PLOT PLAN
SCALE. I" — 50'
50'
STANDARD GAS CONSTRUCTION NOTES:,
W E
R/W R/W,
1.
FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE -CALL" TWO WORKING DAYS PRIOR TO
25' 25'
TO CONSTRUCTION. IN WESTERN WASHINGTON CALL 1-800-424-5555. IN KITTITAS COUNTY CALL: 1-800-553-4344
2.
NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIRMENTS).
3.
ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.
4.
EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY
EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
5.
NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS
PRIOR TO BEG4NNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND
it, 1 0.
DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT
THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE MEN THEIR SERVICE IS INSTALLED OR REPLACED
PER GAS OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE.
6.
ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY
:A PROP.
THE APPROPRIATE PSE ENGINEER OR. PSE REPRESENTATIVE.
2* MPE
7.
COMPLETE "PIPE CONDITION REPORT' ON ALL METALIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE
IVE C\L
BOX (TEST LEAD) INSTALLATION.
AS)
8.
PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSEGAS
OPERATING STANDARD 2525.2500.
EX. WATER
14'W CL
9.
INSTALL MAIN VALVES OUT OF TRAFFIC MERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY
&
THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS
EX. SEWER
NOT READILY ACCESSIBLE, AND FOR ALL VALVES WERE PERSISTANT SNOWFALL MAY OBSCURE THE VALVE BOX.
2'E CL
10.
TO PREVENT ACCID I ENTAIL OVERPRESSURE OF ADJOINING SYSTEMS. NO TWO MAINS SHALL BE CONNECTED EXCEPT AS
SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
CROSS SECTION OF 22 ST SW
11.
SYSTEM MAOP DENOTED BY: ISYSTEM MAOP = -4.5- PSIG
SCALE: NONE
12.
GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.
13.
RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.
14.
PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3300. AND 2525.1200.
15.
MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400.
E—IN, FUSE
16.
IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION NTH CP TECH.
MPE IP MAIN
------------
PHONE ---------
�VS CIL & 1 VE CL
17.
NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS -BUILT IN RED. DENOTES
S C L & (--') E C L
FOOTAGE BETWEEN FITTINGS.
PROPOSED 40'
OF 2" MPE IP MAIN
1 VE CIL
'---')E CIL
EOM
INSTALL 2" MPE CAP
483'S CIL & 1 VE CL
(--')S CIL (---')E CL
2' x 4' CUT
(NOT TO SCALE)
FITTER (CHECK BOX IF COMPLETE)
Work area left in Clean & Safe ondition
Complete all Pipe Tab-les and Gas Pressure Stamp
Field changes Red -Lined on as -built
Material verified and Changes noted on paperwork
All Valve & Tie-in Locations oted on as -built
Note beginning of Main, EOM & Line of Main locations
Show Rope Locations & Cul-de-sac Radius
Foreman's Signature
Company Date
GAS MAIN INSTALLATIONIRETIREMENT
Type/Work
Pipe Size
Type
Estimated
Length
Actual
Length
Manufacturer
INSTALL
2"
PE
'01
GAS MAIN PRESSURE & TESTIING
TYPE TEST
1PRESSURE
TESTED BY
�;!vrE ON
M, E ON
DATE OFF
TIME OFF
TYPE TEST
PRESSURE
TESTED BY
DATE ON
TIME ON
DATE OFF
TIME OFF
Design Prom 80
SYS MAOP 45
PROJECT PHASE
NOTIF#
ORDER#
SAP Superior
Service/Meter
Service/Meter
Service/Moter
Service/Meter
Ind. Service
Ind. MSA
Dis. Reg. / FT
HIP SvctMSA
Relocate
Retirement
X186546760
107022995
X186547256
106147784
111161nity Map
— T4 7..--
- L
36
W, W
CIL-1
01 W
I NJ
r F-
_ I I
MAN
Cz
(0
U1
SITE
230 1 ST S
234 S7/
31 499
235 STISW
I-
238TH
ST SW/
Owner I Developer Contact Info
SC07T DELAP
1428 143RD SIN
LYNNWOOD, WA 98037
ATTN: SCOTT DELAP 206-819-6757 office
Contractor CONSTRUCTION COST CODES:
I
051-103-1 1
1
T
CALL (800) 424-5555
Project Manager Contact Infonnation:
2 BUSINESS DAYS BEFORE YOU DIG
KIM GRAY
CELL: 425-290-2678
THIS SKETCH NOT TO BE REILIED UPON FOR EXACT LOCATION OF FACIUTIES
EMAIL: klm.GRAY@pso.com
REAL ESTATE/EASEMENT
PERMIT
NIA
EDMONDS
REV#
DATE
BY
DESCRIPTION
FUNCTION
CONTACT
PHONE
DATE
3
PROJECT MGR
KIM GRAY
206-418-4233
02116105
2
ENGR-GAS
DRAWN BY
JMALM
206-418-4219
02/16/05
CHECKED BY
KIM GRAY
206-418-4233
02116/05
COUNTY
EIMER SECT
GAS WK CTR
APPROVED BY'�.n
KIM GRAY
206-418-4233
02/16105
SNOHOMISH
5
MCNSEG
CPAPPROVAL
1/4 SEC
OP MAP
PLAT MAP
SE25-27-03
164.062
165.067
MAPPING
r_1
JOINT FACILITIES ARPANGEMENTS
El UTILITIES
El CONTACT
As, . PHONE#
PUGET SCOTT DELAP
SOUND
FIMGY 211 MPE 1P MAIN EXTENSTION
22524 98TH "E W, EDMONDS, WA 98020
DESIGNED BY PILCHUCK CONTRACTORS INC.
I
SCALE: PAGE:
its = 60, 1 1/1
M
a_
0
0
0
04
0
E
a
E
M
0
z
0
FL
LO
0)
0)
C-4
N
C
r-
0
CO
C14
LO
CA
C-4
LO
0
0
Cq
I--,
0
CD
0
- 0
A�
5 0 U FR -r N E: . rq 'S 11-10�AEESTEAD P L �\ -r
00450700600006
HENRY AND JOY YEH
EX. 10' CITY OF EDMONDS-
SANITARY SEWER EASEMENT
Lo (A.F. NO, 1661606)
----------------------- --------------
_SS EX. 8" SANITARY SEWER
ss-ss-ss _SS S ss-ss-ss
=-=a
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
LOCATIONS SHOWN OF EX..4" SIDE SEWER & 8" SANITARY
SEWER WERE OBTAINED FROM SIDE SEWER RECORDS AT
THE CITY OF EDMONDS & ARE APPROXIMATE ONLY. THE
EASEMENT ON LOT 1 MAY NEED TO BE ADJUSTED OR SIDE
SEWER RELAID BASED UPON ACTUAL LOCATION. REPLACE
4" SIDE SEWER WITH 6" 0 2% MIN. SLOPE BETWEEN
CONNEC11ON & 8" SANITARY SEWER. <
-5 CLEARING LIMITS----,,,.CL,
(TYP-) 00
00473800000500
ko,
JOHN J. AND CHERYL T. ROUSEY CONNECT FOOTING -�L�
DRAIN TO 20' LONG
INFILTRA11ON TRENCH
lf�
10' PRIVATE SIDE 'j,
SEWER EASEMENT
FILTER FABRIC
FENCE (TYP.)
GRADE TO DRAIN
TO YARD DRAIN
(TYP
INSTA4L SEWER
CL 0
EA UT_AT
NORTH P.L. OF
LOTS 1 & 2
0
00473800000600
BARBARA A. VIERRA
1160
CONSTRUCTION SEQUENCE
SECTION 25, T.27N., R.H., W.M.
E3 L 0 C 'K . 5 INL
TOP 81.89
(V 0 L. J, P G. 0 7) INV. 79.89
YARD DRAIN
CEI#2
TOP 375.60 00450700600003 TOP 381.80
INV. 373.00 JON T. VANVICK INV. 380.05
C13#1
YARD DRAIN YARD DRAIN 00 V)
�--48-11)11A.,TYPE 2 >- 0
cr_
op 375 "' -
V* 373 JO
N
T
'-V
A
N
VIC
K To
I NV
P 381 ' '80
' 380 05
R.AIN Y �RD DRAIN
C1 :L ' Op 0
4E D A E 2 YARD D
W T
ET WELL & PUMP TOP 378.04 TOP 377.80 W N
E
T t4V. I V. 0 00 Uj < I
TOP 377.0 INV. 375.24 INV. 375.80-- J' t
C
IN' 372.6 00 00 z
INV. 372.60 <
tq U)
9-3 1 W 1 0 00
IN 89*34'16' W 105 00'
lo T1ION)
/% ei �CB �(PLACE CB INLET PROTEC
01
0 TOP 382.37
M!ftin= ......... . ............................
--;4 PUMP INV. 379.2
LINaE,, (6'
<
TRANSITION ON N[ORTH SIDE OF DRIVEWAY
2 12' MODIFIED DRhWAY ENTRANCE, NO CURB
6 P
38"F!R 0 13
ou, (INSTALL TEMPORARY CONSTRUCTION ENTRANCE)
0
EX. - CO
ROOF DRAIN
EX.
1--s ED %
INV 374.18 (FROM PLAN)
(RE[MIOVE
4
0"FIR
INSTALL WATER SER CE LOCATE METER
0 PE�TY LINE
0 R/W SIDE F PR
I n=t-. (OLYMPIC VIEW WA R DISTRICT)
/fST FLOOR % -1
FF 378.5 Lj
8,000 S.F.
GARAGE FLOOR Z
FF 378.5
: z I LLJ
TEMPONRY CON-STRUcTION,
ENTRMCE RcQUIRED
L
OWN! ER/Co�jTpji, rl�-ro R , I S RESPONSIBLE
r-0REr,0-sir,jNcC;,*
4 �: "LLAND DAMAGE
ALL EXPOSED SURFACES To
BE COVERED WITHIN 2 DAYS
�DOGWOOD
> WATER
<
INSPECTIONS REaD.
-----------------
L0 425-771-0220 rl-T. 1326
co "I
---------- 38(> ----- I 1 00
P7' at:, 1 0) -EX. WATER METER
W
(RELCCATE 0 R/W
C.O. 897374'16'V� W SIDE
0 OF PROPERTY LINE)
0
W 00 0
\,,,APP�OX, LOCATION r ------ ;77--1 j (0 p CO CIONTACT OLYMPIC VIEW
EX.4 SID� SEWER r --------- J WATER/SEWER DISTRICT
to 0
z
OP
z OR
EXISTING HOUSE EX. POWER POLE
W/ TRANSFORMER
22526 98TH AVE W./
AND CONDUITS
2 22':� STANDARD 0
DRIVEWAY ENTRAINCE"(0
9,492 S.F. 4Y) 1
(FIT -EX. DRIVEWAY) I
-INSTALL FRONTAGE IYPROVEMENTS
0111, y ----------- 1 0)
PER DETAILS, SHEET 2
12"ASH
En
8"HEML EX. MH
OCK
TOP 385.00
INV. 372.8
3:
V)
- - - - - - - - -- 'TER ql�
CLUE, CL
18"CEDARS < EX. CB
TOP 385.09
. ...................... ...... .. ....................... .......................................
cf) INV. 378.4
36"FIR
__105.00 250
11. . \ Z/11) 30.00
",'�;N 89'30'44" W 130.00' 4)" -00
CONSTRUCT ASPHALT RAMP
EX. FIRE HYDRANT
0 12:1 MAX. SLOPE AT END ACCEPTABLE TIGHTLINE
OF SIDEWALK, CREATE ASPHALT MATERIAL
BERM ALONG TAPER TO 25' VAR 25' SDR 35
00450700700004 CHANNEL WATER TO GUTTER
ROY E. AND MARJORIE L. KARMAN SCH 40
00450700700001 N- 12
PAUL J. KASPER F810 HANCOR
BERM ASPHALT 0 TAPER TO
CHANNEL WATER TO GUTTER 0 Ld FOOTING DRAINS NOT
C�
0
BERM ASPHALT 0 TAPER TO 0 TO BE TIED INTO
CHANNEL WATER OUT OF GUTTE 10 DETENTION SySTEM
0
0
z
APPROVED AS NOTED
BY ENGINEERING
226th PLACE S.W. -rAA J� I
41�
Date:
Uill-
fWMNfgDo
1 . ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING
INSPECTOR (771-0220 - EXT. 1326) TO SET UP MEETING.
2. CALL FOR UTILITY LOCATIONS (1-800-424-5555).
3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN.
4. FLAG CLEARING LIMITS.
5. INSTALL FILTER FABRIC FENCE. TEMPORARY CONSTRUCT10N
ENTRANCE, CATCH BASIN PROTECTION AND OTHER ESC
DEVICES.
6. CLEAR SITE PER THIS PLAN (GRUBBING, ROUGH GRADING).
7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA
REQUIREMENTS.
8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.).
9. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION.
10. HYDROSEED AND MULCH ALL EXPOSED AREAS.
11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION
MEASURES ARE INSTALLED.
TREE LEGEND
EXISTING TREE TO REMAIN
EXISTING TREE TO BE REMOVED
GRADING QUANIIIIES:
TOTAL CUT = 200 C.Y.
TOTAL FILL = 250 C.Y.
THE QUANTITIIES OF EXCAVATION AND FILL ARE APPROXIMATE,
AND ARE SHOWN ONLY FOR THE PURPOSE OF OBTAINING A
GRADING PERMIT AND SHALL NOT BE USED FOR CONTRACTUAL
PURPOSES.
d-
0
0
3:
SCALE 1"=20'
10 0 30
0 20
VICINITY MAP
NO SCALE
LEGAL DESCRIP'nON
ALL OF TRACT 6 OF FORTNER'S HOMESTEAD PLAT, ACCORDING TO THE
PLAT THEREOF, RECORDED IN VOLUME 1 OF PLATS, PAGE 97, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
LESS THE FOLLOWING DESCRIBED TRACT:
BEGINNING AT THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID
TRACT NTH THE WEST LINE OF 2ND STREET AS IT PRESENTLY EXISTS;
THENCE NORTH 89*37'52" WEST 289.57 FEET,
THENCE SOUTH 00*22'30" WEST 166.41 FEET;
THENCE SOUTH 89*34'16" EAST 288.48 FEET TO THE POINT OF
INTERSECTION WITH THE WEST LINE OF 2ND. STREET AS IT PRESENTLY
EXISTS;
ThENCE NORTH 00'45' EAST 166.70 FEET TO THE POINT OF BEGINNING;
ALSO LESS THAT PORTION PLATTED AS HILL VIEW TERRACE AS PER PLAT
RECORDED IN VOLUME 21 OF PLATS, PAGE 99, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
NOTES
1. TH E EXISTING RESIDENCE WILL REMAIN.
2. TH E EXISTING SHED WILL BE REMOVED.
3. THE TREES ON LOT 1 WILL BE REMOVED.
4. ��ALL COURSES AND DISTANCES AND PROPERTY CORNER INFORMATION
�RE FROM THE SURVEY RECORDED UNDER AUDITOR'S FILE NO.
9901215001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
5. TOPOGRAPHIC INFORMATION BASED UPON SURVEY BY CHENOWETH &
ISSOCIATES, INC. DATED APRIL 18, 2004.
BENCH MARK
INVERT OF EXISTING SANITARY SEWER MANHOLE
APPROXIMATELY 39' EAST AND 33' NORTH OF SOUTHEAST
PROPERTY CORNER
ELEVATION : 372.8
DATUM : OLYMPIC VIEW WATER AND SEWER DISTRICT SEWER
RFECEIVED
Nov 1 22004
PERMIT COUNTER
Call 2 Working Days Beiore You Dig
1-800-424-5555
Utffdie8 Underground Location Center
(1D,MT,ND,0R,WA) -
z
0
9
z
0
Of
W
a.
z
0
ry
CD
U)
<
0
0
Uft)
ry
C\4
Lj
LJ
0
CL
1
0
000
1
F-
0
Lij
(-)
>
Ld
Lij
Cf)
V)
0
75
0
0
=
0
ILI)
C'0
50111 PENSION IV,
5ET
Lovell - Sauerland
& Associates, Inc.
19400 33rd Avenue W.
Suite 200
Lynnwood, WA 98036
(425) 775-1591
fax (425) 672-7998
e-mail:
info@lsaengineering.com
web: Isae ngineering.com
0
14
SCALE
1 of =20'
DRAWN
.
CHECKED
SHEET
RCIN
JPO
DATE
F.B.
10-12-04
PFN
LSA FM NO '- 4645 oF2
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT ED111ON OF THE WSDOT STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION AND STANDARD PLANS
AS ADOPTED BY THE -CITY OF EDMONDS, AND TO CITY, STANDARDS.
2. ALL CONSTRUCTION IS SUBJECT TO THE INSPEC11ON BY THE CITY OF EDMONDS.
THE CONTRACTOR SHALL CALL THE ENGINEERING, DI\ASION (425-771-0220,
EXT 1326) 24 HOURS IN ADVANCE FOR ALL INSPECTIONS OF THE SIDE SEWERS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 2 X 4 MARKERS
WITH THE LENGTH AND DEPTH OF THE LATERALS AND TEES INSCRIBED
ON THE MARKERS, AND PRIOR TO BACKFILLING.
4. UPON COMPLE11ON OF THE SITE IMPROVEMENTS AND UNDERGROUND
UTILITIES. THE CONTRACTOR THROUGH HIS CONSULTING ENGINEER
SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS MICH
INDICATED THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE
SEWER LATERALS OR TEES. WATER LINES OR OTHER PERTINENT
INFORMATION.
5. UNDERGROUND WRING REQUIRED (PRIVATE).
6. WATER SERVICE NTH METER, BOX AND CURB STOP REQUIRED FOR NEW
LOT (OLYMPIC VIEW WATER DISTRICT). METERS ARE TO BE PLACED ON THE
RIGHT-OF-WAY SIDE AT THE PROPERTY LINE.
7. THE CONTRACTOR SHALL ARRANGE FOR TEST OF NEW SEWER CONNECTIONS
UNDER THE SUPERVISIONI,OF THE CITY ENGINEER OR HIS DESIGNATED
REPRESENTATIVE. SANITARY SEWER LATERALS TO BE 6" PVC CONFORMING
TO SDR 35 (ASTM D 3034) STANDARDS.
8. EXISTING UNDERGROUND FACIUTIES HAVE BEEN SHOWN ON THIS
DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN
LOCATING SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND
CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND
FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES
RESULTING FROM HIS OPERATIONS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITt
WHENEVER CONSTRUCTION IS IN PROGRESS.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN,
FLUSH, DISINFECT �WHERE APPLICABLE AND OBTAIN SATISFACTORY
APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND
INTEGRITY OF EXISTING WATER UNES. SANITARY SEWER LINE, STORM
LINE, RETENTION SYSTEM, ETC. WRITTEN ACCEPTANCE BY THE CITY OF
THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER.
11. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE
ADJUSTED UNTIL IMMEDIATELY PRIOR TO PAV1ING.
12. THE TEMPORARY EROSION/SEDIMIENTATION CONTROL FACILITIES SHALL
BE CONSTRUCTED PER CITY STANDARDS AND ECDC CHAPTER 18.30
PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN
ACCORDANCE NTH THE APPROVED TEMPORARY EROSION/SEDIMIENTATION
CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY
MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL
FOR IN SITE EROSION HAS PASSED.
13. ALL REQUIRED STORM WATER RETENTION/DETENTION FACIL111ES MUST
BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAVING UNLESS
OTHERWISE APPROVED BY THE ENGINEERING DIVISION.
14. ALL DRAINAGE STRUCTURES (WITHIN R/W) SHALL HAVE LOCKING LIDS.
15. ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST
GROWING GRASS UNLESS LANDSCAPING/EROSION CONTROL MEASURES ARE
EMPLOYED. ,
16. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8% 12% 18-,
24" & 36* INCLUDING DETEN11ON PIPE WILL BE 16 GAUGE GALVANIZED
STEEL AND SHALL USE TREATMENT 1.
17. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO -
SEEDER, OR AS OTHERWISE APPROVED BY THE CITY OF EDMONDS
ENGINEERING DIVISION. THE PERFORMANCE BOND WILL NOT BE
RELEASED UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE
APPROVED BY THE CITY OF EDMONDS.
18. ALL STEEL PARTS WILL BE GALVANIZED AND NTH TREATMENT #1
(ASPHALT COATED).
EROSION AND SEDIMENT CONTROL (ESC) NOTES
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE
CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE
ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK
TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBUIC ROADS. IF SEDIMENT IS
TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY
AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING
OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA
WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
REMOVED IN, THIS MANNER.
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS
ALL SOILSEXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE
APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR
OTHER VEGETATION. PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED,
DESIGNED, AND MAINTAINED IN ACCORDANCE NTH THE MANUAL. THE EXPOSED SOILS
SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS
SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL
30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH, SEPTEMBER 30).
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY
APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS,
DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER
APPROPRIATE BMPS.
4. ESC MINIMUM REQUIREMENT - MAINTENANCE
ALL EROSION AND SEDIMENT CONTROL EIMPS SHALL BE REGULARLY INSPECTED AND
MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED
FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED'IN ACCORDANCE
NTH THE MANUAL.
5. ESC MINIMUM REQUIREMENT - OTHER BMIPS
AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS
INCREASED RUNOFF SHALL BE APPUED.
6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY
CONSTRUCTION
THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS
THE FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS;
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT NTH SAFETY
AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES;
C. TRENCH DIEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS,
SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS);
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
E. DAILY CLEANUP AND STREET MAINTENANCE.
7. ADD11IONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW
DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING AC*nvmES OF
GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM
REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW.
8. ESIC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS
IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/
CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES.
9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING
PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT
POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS,
PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMIPS INTENDED TO TRAP SEDIMENT
ON -SITE SHALL BE CONSTRUCTED AS AnRST STEP IN GRADING. THESE BIMPS SHAH BE
FUNCTIONAL BEFORE LAND DISTURBING AC7114TIES TAKE PLACE. EARTHEN STRUCTURES,
SUCH AS DAMS, DIKES AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING
TO AN APPROVED TIMETABLE.
SECTION 25,
T.27N., R.3E.,. W.M.
SITE GRADING AND EROSION CONTROL NOTES
'DISTURBED SOIL PROTECTION NOTE
1.
'STABILIZATION OF EXPOSED AREAS.- ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE
NOTE: SOIL PROTECTION BMP'S SHALL BE APPLIED WITHIN THE
STABILIZED BY SUITABLE APPLICATION OF BMIPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING,
FOLLOWING SCHEDULE:
OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL EIMPS SHALL BE SELECTED,. DESIGNED,
AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED
'SOILS
FROM MAY 1 TO SEPTEMBEE 30:
ACCORDING TO AN APPROVED TIMETABI F. (TYPICALLY, NO SHALL REMAIN EXPOSED FOR MORE
THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1
ANY DISTURBED AREA IN MICH NO ADDITIONAL WORK WILL BE
THROUGH SEPTEMBER 30).
PERFORMED WITHIN 7 DAYS SHALL BE PROTECTED BY STRAW
MULCH, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD
2.
OTHER BMIPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF
APPROVED BY THE, CITY.
INCREASED RUNOFF SHALL BE APPLIED.
FROM OCTOBER 1 TO APRIL 30:
3.
MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND
MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL
ANY DISTURBED AREA IN WHICH NO ADD17IONAL WORK WILL BE
MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE NTH THE MANUAL.
PERFORMED WITHIN 2 DAYS SHALL BE PROTECTED BY STRAW
MULCH, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD
4.
EXPOSED SOILS SHALL BE PROTECTED BY STRAW MULCH, PLASTIC SHEETING, HYDROSEEDING
APPROVED BY THE CITY.'
OR OTHER METHOD APPROVED BY THE CITY.
5.
STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY TEMPORARY
SEEDING AND MULCHING. HYDROSEED PREFERRED.
6.
IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY
AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING
50' MIN.
AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING
SHALL BE ALLOWED ONLY. AFTER SEDIMENT IS REMOVED IN THIS MANNER.
7.
CONSTRUC71ON ACCESS ROUTE. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL,
LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH, QUARRY SPALLS OR CRUSHED
ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROAD!�.
8.
TO AVOID TRACKING MATERIALS ONTO THE PUBLIC STREET ALL VEHICLES LEAVING THE SITE SHALL BE
CLEAN.
9.
DURING CONSTRUCTION PROPER BMP'S SHALL BE EMPLOYED TO CONTROL DUST.
2"X 2' DOUGLAS FIR
SUPPORT POST
NEWLY GRADED OR FILTER FABRIC
DISTURBED SLOPE SECURED TO 2*x2'
14 GA. WIRE FABRIC
ATTACH FILTER FABRIC
TO POSTS NTH WIRE
RINGS OR STAPLES
8"- 1 ��'TW'
SECTION L_
MIRAn 140 OR EQUAL
FILTER FABRIC
2'-0"
11�
2'-6"MIN.
2'-0'
EXTEND BOTTOM OF
2*X 2"DOUGLAS FIR FILTER FABRIC INTO
POSTS 0 6'O.C. MAX.,-__:� ELEVATION 8*WIDE X 8*DEEP
TRENCH
FILTER BARRIER - THIS SEDIMENT BARRIER MAY BE CONSTRUCTED USING BURLAP OR
STANDARD STRENGTH sYNTHE-nc FILTER FABRIC. IT IS DESIGNED FOR LOW OR MODERATE
FLOWS NOT EXCEEDING I C.F.S.
1. THE HEIGHT OF THE FILTER BARRIER SHALL BE A MINIMUM OF 24 INCHES
HIGH ABOVE GROUND
2. BURLAP OR STANDARD STRENGTH FILTER FABRIC SHALL BE PURCHASED IN A
CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID THE
USE OF JOINTS (AND THUS IMPROVE THE STRENGTH AND EFFICIENCY OF THE
BARRIER).
3. THE STAKES SHALL BE SPACED A MAXIMUM OF 6 FEET APART AT THE
BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM
OF 30 INCHES).
4. A TRENCH SHALL BE EXCAVATED A MINIMUM OF 8 INCHES WIDE AND 8-12 INCHES
DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER.
5. THE FILTER MATERIAL SHALL BE STAPLED TO THE WOODEN STAKES AND 8 INCHES
OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. HEAVY DUTY "RE STAPLES
AT LEAST 1/2 INCH LONG SHALL BE USED. FILTER MATERIAL SHALL NOT BE
STAPLED TO EXISTING TREES.
6. THE TRENCH SHALL BE BACKnLLED NTH 3/4- TO 1-1/2- WASHED ROCK.
7. IF A FILTER BARRIER IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR
SWALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END
FLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AND ARC OR
HORSESHOE NTH THE ENDS ORIENTED UPSLOPE.
8. FILTER BARRIERS SHALL BE REMOVED MEN THEY HAVE SERVED THEIR USEFUL
PURPOSE. BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY
STABILIZED.
FILTER FABRIC FENCE
N.T.S.
4"-8" QUARRY SPALLS, R=25'--/ 1\�
8"-12" MIN. DEPTH,
ENTRANCE TO BE -MAINTAINED
AT ALL TMES.
TEMPORARY CONSTRUCTION ENTRANCE
N. T. S.
R/W
PANSION JOINT
Op D
'47-
SEE TAIL BE PROP
0
CURB AND GUTTER SEE NOTE "A"
EXPANSION JOINT
,30, 4A, (2-'c'_'Vp144
AR 01 �1%4
CIE)
NOTE:
A- IF DRIVEWAY WIDTH EXCEEDS
15% INSTALL A FULL DEPTH EXPANSION
JOINT.
DRIWWAY APRON SHALL BE A MINIMUM
OF 6" THICK AND SHALL BE PLACED ON
2- OF 5/8- CSTC AND COMPACTED GRADE.
CONCRETE SHALL BE CLASS 3- 300OPSI 1/2- LIP
CURB AND GUT7ER SHALL BE POURED
SEPARATELY FROM THE SIDEWALK.
CITY NSPECTION REQUIRED ON FORM WORK
PRIOR TO POUR. I
- 1._ 5 .
MIN. SIDEWALK
Tj5-1/2- THICK CEMEN
CONCRETE SIDEWALK
6" THICK 0 DRIVEWAYS
CEMENT CONCRETE VERT1CAL--7
CURB AND GUTTER, TYPE A
NO DRIVEWAY CURB TRANSITION
ON NORTH SIDE OF DRIVEWAY
EXPANSION JOINT
6' - I
6" CURB
DRIVEWAY CURB TRANSITIONAL DETAIL FOR
CURB AND GUTTER OR VERTICAL CURBS
MODIFIED DRIVEWAY ENTRANCE
NO SCALE
TOP
ELEV. 377.0
SOLID
ROUND COVER
100 YR. ELEV. 374.50
NOTES
---,,--STD. POLYPROPYLENE STEFS
1%" PVC PRESSURE
1. THE STORM DRAINAGE PUMP/DETENTION SYSTEM
LINE TO INLET#2
51.5 C.F. OF
HAS BEEN DESIGNED FOR ONSITE ROOF AND
SURFACE DRANIAGE ONLY. OFFSITE DRAINAGE
REQUIRED STORAGE
SHOULD BE DIVERTED SO AS TO NOT ENTER
ABOVE PUMP ON
THIS SYSTEM.
2. BOUYANCY OF THE SYSTEM HAS NOT BEEN
FLEXIBLE COUPLING-----/
CONSIDERED 114 THIS DESIGN. IF GROUND WATER IS
ENCOUNTERED DURING INSTALLATION A SUBDRAIN.
SYSTEM SHOULD BE DESIGNED.
[L
c8#1
TYPE 2 CATCH BASIN
48" DIA.
Pump
4
DETENTION SYSTEM DETAIL
N.T.S.
PUMP ON ELEV. .370.40
PUMP OFF ELEV. 369.90
PUMP SPECIFICATIONS AND NOTES:
SUBMERSIBLE SEWAGE EJECTOR
HYDROMATIC SK50 OR EQUAL
MODEL SHEF50
- 4/10 HP MOTOR
- 0 1550 RPM
- SINGLE PHASE, 115 W
11. SYSTEM SHALL UTILIZE MERCURY FLOAT SWITCHES.
2. INSTALL -AUDIO VISUAL ALARM SYSTEM IN GARAGE.
I INSTALL HOUR METER ON PUMP.
4. INSTALL BATTERY OPERATED 'BACKUP FOR ALARM SYSTEM
(PER MANUFACTPRER'S RECOMMENDATION)
I I=J i 1=1 I F�l
3/4" TO 1-1/2"
WASHED ROCK
INFILTRATION TRENCH
NO SCALE
�1
0
EX. PAVEMENT
WIDTH VARIES
(-4'-,6')
VSAWCUT
_27- VARIES
-2* COMPACTED DEPTH, ASPHALTIC CONCRETE PAVEMENT
-2" MIN. COMPACTED DEPTH, 5/8" CRUSHED SURFACING TOP COURSE
-4" MIN. COMPACTED DEPTH, 1-1/4" CRUSHED SURFACING BASE COURSE
98TH AVENUE W.
FRONTAGE IMPR OVEMENTS-
NOTTO SCALE
_,-FACE OF
PAVEMENT WIDTH - 51/2" VERTICAL CURB
1"R, 1/2-R
1/2"R 5,7%,
C-4
al /2
!7
18"
NOTES:
1. CALL EDMONDS ENGINEERING INSPECTION LINE (425-771-0220 EXT1326)
24 HOURS IN ADVANCE FOR CURB/GUTTER AND SIDEWALK FORM INSPECTION,
2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED
3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS.
4. EXPANSION JOINTS SHALL BE EVERY 10 FEET AND DUMMY JOINTS EVERY 5 FEET.
5. THRU JOINTS SHALL HAVE 1/2- TO 5/8- WIDE PREMOLDED JOINT FILLER.
6. CONCRETE SHALL BE CLASS 3 - 3000 PSI.
7. FINISH SHALL BE LIGHT BROOM.
8, CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED
AND KEPT MOISTFOR 72 HOURS.
9. ALL SIDEWALKS POURED BEHIND CURB IN DRIVEWAY AREAS SHALL BE 6" THICK
OVER 2" OF CSTC NTH SUBGRAIDE COMPACTED TO 95% MAXIMUM DENSITY.
VERTICAL CURB
NO SCALE (SEE COE STD, DETAIL E2.8)
ADAPTOR SKIRT
TRIM TO WITHIN
3* - 5" OF GRATE
GEOTEXTILE FABRIC
RETRIEVAL STRAP
r/A
OVERFLOW BYPASS FOR PEAK
STORM VOLUMES
SEDIMENT
ACCUMULATION
NOTES
1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON
PLACEMENT OF A NEW CATCH BASIN.
2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL
3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND
RE-INSER71NG IT INTO 'ME CATCH BASIN.
CATCH BASIN INLET PROTEC11ON INSERT
2' EX. GROUND
& A
d I I
_J I 1L.-
ffi
I -D I
S"Pvc
fil
-III-A
PERF. PVC @ 0.00%
A
N.T.S.
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
z
0
z
0
Q
�7_
0
Of
Ld
CL
z
2 Gi
cn j)f
(J�
C)
Pt�
LIJ
0 U).
ry Z�
0 c)
<
n
I—
71
Li
0
I
LILJ
>
Ld
MANWONR
Lj
l 0
f� i.-
V)
<
0
Lo
N LLJ
000
0
0
LLJ (f)
U)
0
0. _F
0
V)
V)
SCALE
1 20'
DRAWN
CHECKED I
SHEET
RCN
JPO
2
DATE
F.B.
10-12-04
PFN
OF2
LSA 11LE NO 4645
1�
-7 �'re7 LJ qO,'rk fin1c
DECLARATION OF SHORT PLAT
KNOW ALL ',,1EN BY 71HESE PRESENTS:
F) 1D (-)[ � 1? 1 C
iHAT ShERRIIL L. HIL[, OWNER ff 1HE HERLItJ LILS'11��Ii._:.(,- P 1. .'y D, :1FPFJ3) 'I'LCLAk�: Aki)
(1 3 1 it, CC.
SI�OFINT' P1 �,T, AppP 'JVf) C
y
DAY 10F �,?_ftQ, I T
2�10,1, UNL.)[R HI 1 �f t1io"11"S NP-1. I; A'�
THEIR Pt-d�_.E- At,D VOLI�NT4,;*Y AC-i 1R
IN VVITNE_-,'�, WHE'REO.'P. VVE HCREJ3, SET OLIR riANijS AII:(D --1 �,LS A Y
2004.
OF
j 'I
ACKNOWLEDGMENTS
STATE OF WASHINGTON)
)SS.
COUNTY OF SNOHOMISH)
L
I CER I F Y TH AT I KN OW OR H A VE S,\ TISF AC 1 OP Y L N CF -i H A F iSHFR R it
IHE PERSON WHO APPEARED BEFOHE ME, AND A;D r1I__RS�'JN HE
'SIGNED THIS 1NSFRUMEN1 AND ACKNOWLEDGEC If To BE HIS FTRILF. AND VULUNTARY ACT
FOR THE USES AND PURPOSES MENTIONED ;N IHE INSTRU�,ICMT.
DATED:
4
?�f fief A,
,NOT/V-_'Y PUHLIC 1N I i.'P,
;it TE 0
TA 'F
WASHiNGTON, RE'SiDINC, AT
My APPOI%IVENT EXPIPIFS
RESTRICTIONS
T;1�_ PR(�PCFTY DFSCRIBED HEREIN IS SUBJi-C! tO 1�ff 11ERMS A�10 JUND
IN THIE i:1tiA' APPROVAI, OP: THE SW)R, ANLI '!Hi`�'
A COPY `)_ S 6,!D PC'ICUM[_�N T IS LIDCA'ED if] F, "HE
CITY OF EDMONDS PLANNING' D1Vr_'1CN
1. NO UNES OR WIPES FCR THE `tPAt,1',M;SS1(-)N OF �'t_ECTR!C '1_JRRFNT OR FOR ,1t_FPHONL
I — - - 0' -� i7 . - D
v -'-, CATV, FIRL OR Pk`�-_!GE S;��'�N,"�LS 'OR 1 � 01HER, PuRPOSI-S, -HALL BL ',I; AI�E� OR
PERMITTED TO BE PLACED UPON ANY LOT OUTSIDE liff- PukJ)!NGS T�iEREOP4 UNLESS
THE SAt)IE SHALL BE UNDERGROUND OR IN CONDU!T ATT�ACHE[) T(_) THE- r�,, r,IN
I . ifl_
-If FIROPERT�' IS SURjECT TO THE TERMS At;'� COND��10N"�� OF THAI G[-R:A!,N
"CITY OF EDMONDS RECORD OF LOT �JNE ADJUSTMEN!". UND[R SN01HOM11SH I-OUNT'l,
AUDITOR'S FILE NO. 2001061902!9.
AUDITOR'S FILE NO.
RECORDING CERTIFICATE
FILED FOR RECORD BY
THIS, DAY 01: 2004, A.D. AT MINUTES PAS'
O'CLOCK AND RECORDED IN VOLUME
PAGES 'ORDS OF SNOHOMISH COUNTY, WASHINGTON.
REC
BOB 'TERWILLIGER
AUDIT OR DEPUTY AUDITOR
SURVEYOR'S CERTIFICATE
THIS 1,AAP CORRECTLY REPRESEN'IS A SURVEY MADE BY ME OR UNIDER
MY OIRECHON IN CONFORMANCE WITH '1HE REQUIRE�,/IENTS OF T11r_ SUR'v-,Y
RECORDING ACT AT THE REQUEST (',f
THIS 1-0th. DAY OF 2004.
(241
L.S. NC). 22969
JL4 411)'U' F. LTf�EIPER
AV; r- R 0- V A i
I'— __41 41-
A
HOLD .1--iAW/tL.ES-,S AGRC7zF_'7t4E1NT
AN'i'
-V
OF DMONI_`�S
C 1_� CI- F('*� jt�N�, R:,
I`JP;
fi_ji: -IjN AND ,LI. !,4S
D F�_UM li,N'y
[YCjjjDiN1(� L�. ",-'D 1: 0 Y j\!,,I ;'C ()H, "Ai!) f
M
-iF I of�::
& 71-4�-
EASEMENT PROVISiONIS
1 i-I j�, i T q�
PFNEA:,
R v:
0
-IEl � � j J.1, ': . i r - 1�, (, 7
1C
I � � - 1, ": (-) "L,� !,J�
L :,M, 'E S 14
A
ij�,I'AER, A" R: SS, �1'
A 71 r, ' Ili .)� �� � - �
T N' �� I '�'. , I j,,1 �,j
_i_ ,III U - A
M,!I 1 C, I'VE
Ai PlJk, FENAN�_t_" L-CCIAI;1; 1_11'1101N! OR !,�EAIUNT RIGHi `)1- ViA!, �i[:;F;N
T- 7 J0)!,;_1',Y ANI) D',' 1 E 0' OF 10
m ,ND 2; VXCF*PT
B L L:jr !,1\jY P(J.DTON C.'_ A Clot V:_�!N!.)
V -.1S)ED PIPE 1IND
A F31
C E t)P TI!LiR ['C�NT 01- 1��NNF(-
SHORT SUBDIVISION
FOR
SHERRILL L. HILL
IN SW1/4, SE1/4, SECTION 25, T.27N., R.3E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
/v, CITY OF EDMONDS FILE NO. S-2004-56 SHEET 1 OF 2
I at.es, Inc.
IIMIF% Lovell—Sauerland Associ
ISM11! EFZZ= Engineer!�,/Si.ii-vc-,yors`/ilietiiners/Development' Constiftalits
'7�
g) e-mail: infoPisaengineering.com - web.- Isaengineering.corn.
2.2969
3rd Avenue W., Suite 200 Lynnwood, WA 98036 - (425)775- 1591 - (425)672-7998 fax
19400 3,
- A
DRAWN CHECKED DAT F.B. SCALE
. . . . . . . . . J 11 — 0 3 4 —0— 04
F. T. 4,; 6 4, P G 4 9 + 645
IR T J"l R' S I_] 0 j\/lI E s -f, F)
(V L. -1, F' 6 D 7)
5' WOOD FENCE 0.5
N
H i L I, V' I E_ \/V
T !� IR JR A C E'
L, 2 -1, P G
5' 'NOOD
0. 4' WE
0 0)
I
Q0
�0'
L
5' WOOD FENCE ±0.2 N.
N 8 9 '3 4'16 " IN
105.00
rx. I" PINCHED
C
R ('� N i -; 1 PI E-71
0.08, [AST
10' SANITAfRi'
SE W"d R
EASEMP�T FOR
LOT 2 Lo
N 89'34'165" W
1 U53.
10' U TILI f Y
EASEMENT
25'
01
q 414T'
I -q-
2'
FENCE—_
ST
(D
EX. 112" IRON PIN �,4
Wlji-1 NO CAP
i05.010 -1 --- � ___ 11, - " 1 1—- ' ' 2
T7—
N 89'.M'44" W 30.0(),
Y WOOL) FEM� �b
C),
SCUM LINE -TRACT 6 OF
FOURTNER'S, HOMESTEAD PLA-1
Ul N P L -,\, , -f - i' E U)
EX. CONCRETE MONUMENT
WITH TACK IN CASING
LLJ
0 :D
Lo
-t
CD >
0
Z <
c-
4-1
00
Z
0
Li
C)
Q I-
LJ
cr
U
T
-10.00
T
ov WAS.U.,
4p ol ; 1.
1"W " M� "7
4� _2!969 go
"�ONAL Lg"
EXPIRES 10-15-05
LEGAL DESCRIPTION
A!-!- OF TPAC 1 6 OF j �(JIRIINER" Hol�L
I_Sfl_AE) pf_A', 1�. 7f_iE
IHFRE(,i , RECGRi-,lE[' IN VOLUME 1 �-)F j".
SNOHOMISH
Ll-',,S THF F�1)1_1 ONI� C DE "CRIL-�.D TPAC,
BEGINNING AT THE ' FOINI OF : N I_Et�,SE "-"I! (JIN OF L�i,4F 'DrF
TRACT WITH IHE WF�-:T LINF
OF 2ND SH EF-I AS I! PIRES�FN -i LY LX�r:JSz,
THENCE NORTH 89*37'5?" *'NEST '289.57 FEET,
THENCE SOUFH 00'22',�',)" WEST 166. lfl '-I- T-
THENCL SOUTH 89*34'16" EAS-i �88.,18 -�-rT 10 lHE PC)1�1` �3I`-
!NTEPSECTION N!FH, THI, WEST Llh[ OF 2ND. STREET Ar::'I ;-I Pp;_QENTLY
EXIS i
THFNCE NORTH 00*45' EAST 166.70 I'__F T TO THE Pc'!N', 0, �.31"-_. (71 IN N I INI C;
i: pi
At -SO LESS THAT PORTION PI-A-i EFY �S r!Li V11-0i' R - A 7-
RECORDED 2�11 -,'
i ' -)F PLA _,S, 99, �T
COUNTY, WASHjNGT(.)t,j.
S I
SUBJECT 10 E�',SEMIENTS, RE—IRiCTIONS AND GF R�-COR-D
BASIS OF BEARINGS
NV - -N T ' "
0*45'00"' F - . AS, KIIEA�7,UFED ALONC I,/,)J',UIv!",N-;FD CE
PLAT ',D R
�i AVITNUE W., ACCORDING TO SHOR! JN [
A.F. NO. 9901215001, OF SN01HOMISH WADIIN(JO.N,.
STATISTICS
EQUIPMEN1' MiMBLE 5603 ELErl'TR('l'N!rl' TOTAI.
ME-1 HOD: FIELD TRAVERS�_
A 4
CCURACY: (:()NFOR�ilS TO 'AAC 33,--
M. ONUMENI-S VISITED: APRIL 1, 20"04
'JONUM.FNITC R E'J r-
I ) F S 11 F D: N0'%`T-_MB'_R 3, 2(,104
LEGEND
C-) � FXIS";NG�' CASED AS NIONED
C) = EXISTING 1/2" REBAR VVITY PLASTIC N10".) 1�51517
SHORT '--")UBDI VISION
FOR
SHLmRILL L. HILL
IN SW1/4, SE1/4, SECTION 25, T.27N., R.3E., W.M.
CITY OF EDMONDS
,SNOHOMISH COUNTY, WASHINGTON
CITY OF EDMONDS FILE NO. S-2004-56 SHEET 2 OF 2