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542 FORSYTH LN
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CITY OF EDMONDS
121 5th AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - fax (425) 771-0221
www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT
4"? C. 1 B913
July 16, 2015
MEMO TO:
Edmonds School District
Verizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC
Snohomish County E911
U.S. Post Office
Snohomish County Assessor's Office
Snohomish County Information Services
Snohomish County P.U.D.
Puget Sound Energy
Fire District No. I
Edmonds Police Department
Edmonds Utility Billing
Edmonds Public Works
Edmonds Building/Street File
Edmonds Address Files
Edmonds Information Services
Comcast Cable
Waste Management Northwest
Allied Waste
DAVE EARLING
MAYOR
Due to a 3 lot subdivision (PLN2014-0039) of parcel 27032500214000 dividing I lot into
3, new addresses are being added to the Edmonds Address System.
LOT 1: 1040 6 1h Ave S. (Parent Parcel: 27032500214000)
LOT 2: 546 Forsyth Lane
LOT 3: 542 Forsyth Lane
If you have any questions regarding this letter, please contact a City of Edmonds Permit
Coordinator at 425-771-0220. Please contact -our office if you wish to be removed from
future address change notifications.
Sincerely,
Linda Thomquist
Senior Permit Coordinator
Cc: -file.
Incorporated August 11, 1890
Sister City - Hekinan, Japan
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4f 9XSIIA16v )PIPC A(IJ7. BUILDING DEPARTMENT
AP& sotic Awl, se, CITY OF EDMONDS
PLASTIC COVERING
--MAW WATTLE
STOCKPILES E1.20
ANCHOR VOGHTS WIN STAKES
10" M A X. om
AW BALES
- CONVEY RUNOFF M APPROVED LOCATION.
CUT SLOPES
BURY SHEETING IN 4 IN. X 6 IN. TRENCH A AN04OR WEIG47S WITH STAKES
WNIMUM OF 8 FT. SETBACK FROM TOP OF 10' MA)L
SLOPE. BACI(FILL WITH WASHED ROCK. CONVEY RUNOFF TO
APPROVED LOCA'RON.
PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. 10' MAX.
TOE IN SHEETING IN 4 IN. X 6 IN. TRENCH A 'R3' WN.
MINIMUM OF 3 FT. SETBACK FROM BOTTOM
OF SLOPE. BACKFILL W17H WASHED ROCK.
CONW-Y RUNOFF TO APPROVED LOCATION.
TO PROVIDE IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES AND
-REASON: DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHNG & MATTING
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CONTRACTOR/ DEVELOPER SHALL MAINTAIN AND REPLACE
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CONTROL METHODS BEFORE OTHER
WORK CAN BEGIN.
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JUN 16 2015
BUILDING DEPARTMENT
Cl-Ty OF Et)MONDS
PROVIDE FULL WIDTH OF INGRESS/
EGRESS AREA
TEMPORARY CONSTRUCTION ENTRANCE SHALL BE M I TA IN
DURING THE CONSTRUCTION PERIOD.
INSPECTION REQUIRED BEFORE OTHER WORK
r.AN RF*r.TN
Applicant shall repair/replace all darq�ge to OWNER/CONTRACTOR IS RESPONSIBLE APPROVED AS NOTEU
utilities or frontage improvements in, city FOR EROSION CONTROL AND DAMAGE BY ENGINEERING
right-of-way per city standards that is caused
or occurs during the permitted project.
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IE 156.1± (FIELD VERIFY) F12'CONCDI(IVEWAY PER
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C2 2 'FORS Y TH LA NE
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IE=156.00 12"PVC E,W (E=156.53 12'P E,W IV D BY COE PUBLIC 1M In 1111111112*
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IE=156.10 12bq!OQ S 6 LF YELLOW PAIRIPP6CW
V N,S WORKS (425) 771-0235
AT EACH DRIVE aji, COE STD DIET E2.13 12"CONC S Y,
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WAYWING )"E 6?r99'-,- H EX WIDTH W 00 "n 10 0 5 10
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- ( T_ STD DIET E8. I-C2.1
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PAVEMENT RESTORATION RIM=161.32 UTIL ESMT
COC=154.62 8"CONC W ELEC TRANSFORMER
C2,1 PER COE STD DIET E2.3 (TYP) I CURBRA PIES Scale 17CIO'
SSCO PER COE(�� COORD W/SNOPUD Oq M E2
PER COE Sz, ET .118
STD DIET E6.2 SSCO PER COE
REPLACE GRATE CB C2.2 LARGE PEDESTAL
STD DET E6.2
IE 156.18 (15")
CEI WITH SOL 1) 'RIM= I V. /d 11) C2..2,. �-W%JRD W/SNOP JID
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RIM 162.31 IE= GRATE TO A11ION W/NEW'OJRB
IE=156.10 12' N IE=1 . 97 6" SD IE 158.32 sm 8= D
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EX CONTOUR (INDEX)
4_ ------
T ---------- ------ IL
LF 4" CPEP T, rVC., 'T- Lt .- Z - 7 7-
----------------------- 15 �9. 1-217 EX CONTOUR
------ T--- co --- ------- NDUIT (TYi!LSMA
------- INSTALLSTO
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2 LF 8" CPEP SD @ 5.0%_ 0 16"DEC 0 12'"DEC COOREY NOPUD N 230 PROPOSED CONTOUR (INDEX)
40 L� -PEP SD @ 1.0%� z M
a --1 9 LF
PEESO.
10 L V 6 1 _U GAS SVC CON(mthONI 1 PROPOSED CONTOUR
2.0% MIN
_d_i%_ MIN H �1111 COORD W/PSE
0 4 ov
7 1 _n U SPOT ELEVAT ON
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CAP & STAKE ---R-(2) 3/4" WAT R t
11S
IE 159.40 (6 01. METERS PER kl� STD OPOSED BUILDING
PR
L DET E7.6 _-4
FUTURE CONNDOW
URVI US L7T'LF4F03 9P �RCH PIPE 0.5 7 0
.4i LF 2. VC 4 CONCRETE PAVEMENT
MO
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SM. CB TYM
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FLOW CONTROL All D IE 157.71 RIM 163.90 P 0.5%
RE IE 160.90 (15" S) IPT ZJL LF 6 CP RIM 166.00 2.4, ASPHALT (AC) PAVEMENT
RIM 162.2 -4
STRUCFU ON -SITE CONC SD @ 1.5% it' * * ,
2.,4 IE 159.35 (30 qUT
WALKWAY (TYP) IE 159 03rIN 4- 1
IE 158 e V I . // IE 161.36 (6' 1 SITE WALL
C6" SW) IN A3 W) UU 1 111
IE 159.3i7 SMI
IE 158.00 (24 24 LF 4" PVC IE 162.00 (6-- N) N
E) IN I" PEW SVC CAP & STAKE I
N SSS @ 2.0% V.4 VERTICAL CURB
7,
IE 158.00 (8 1 L_ hbN
N) OUT N� LINE IE 160.95 (15" SD).
GAS SVC CON NE
3 N FUTURE CONN OF IMPERVIOUS COORD W/PSE
CONNECT FD CURB AND GUTTER
4! 0 4 168.01
AGE ON LOT 2'
DOWNSTREAM SSCO PER COE. S, DRAIN
SSCO PER COE DOWNSTREAM FL 167.97
STD DIET E6.2 CAP 1 .4' ______-16'CONC DRIV PER, 6 CATCH BASIN TYPE 1
OF DETENTION C2.2 STD DET E6.2 C2.2 AY
IE 156.80 t4 IE 158 38 (41' SD) OF DETENTION CC 4 COE STD DET
4 A
C2.,21
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12 LF 4" CPEP IE 156.66 (4 1-1 24 LF 4P CPEP :A
SD @ 2.0% MIN FOR FUTURE CONNECTION OF 4, STORM DRAINAGE PIPE
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'CAP AND STAKE END FOOTING AND YARD DRAINS ON LOT 2 SD @.1.6%
N LOCATION PER COE 4
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WrAA-19 RI�EWAY
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IE 161 8 (6 i2 ( DETENTIO
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IE 156.85 (411) CAP AND STAKE LOCATION OF RIM 165.60 (C2.2)
c� UTIL TC 168.8 4�r
LOT+3 RTIES (TYP) Raj
76 LF 4" CPEIP
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METER PER COE STU g �.2
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FLOW CONTROL STRU DIET E7.6
RIM 164. :SSS @ 2% MIN
1-1 159.20 0" E) IN V e ,,-CONCCURB&OU ER'P-R
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(3 1".4 4 Z
LOT 2 1 159.20 (115" W) OyT+ 7 ON -SITE C'ONC COE STD DIET E9.8
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SD ESMT DOWNSPOUTS TO
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65.00 6 COE STD DIET E?. 13
CO
APPROVED FOOTING DRAIN. NOT NNECT FUTURE LOT 2 D
NspouTs IE 162.71 (4") 7,
EQUIVALEN 2% PROVIDE BURIED TO'DETE ON SYSTEM W/4" C PSD OR
CLEANs. LIT AT
VACATEEX. MIN -----6TH AVE S CURP/FL6WLI�E( 2 1)
0 APPROVED U 11 LEN 2 LOT i
10.0'SD ESMT 4 'EVERY, PROFILE
OTHER 90 MIN I
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1 .* - NOTES:
CA* FG 168.50
BEND(r ) I
: / .. FL 170.05
23 LFA" CPEP 10.01
UTIL E� PROVIDE MIN 12" VERTICAL SEPARATION BTWN WATER
SD @:2.0% J I / :' A :�- . I
10.V DRAINAGE 0 SVC LINES & ANY OTHER DRY UTILITY AT CROSSINGS.
ESM7 PER (A CONNECTALL-,
AFN 9010160446 Z111 DOWNSPOUTS�TO f 2. PR )VIDE MIN 18" VERTICAL SEPARATION BTWN WATER
W LL
DETENTION SYSTE CONCULIJ SVC LINES & SANITARY SEWER LINES AT CROSSINGS.
M s
%41 ftA
'0 OMM 12' AFEA C2.2,
A WA" CPEP SD OR '01 _ELE
APPROVED* CONNECT LE RICAL & 3.. ALL DISTURBED AREAS THAT ARE NOT PAVED SHALL BE
M EQUIVALENT @ 2% RESTORED W/ COMPOST AMENDED SOILS PERL DOE
COMM FROM Ek OH LINES
RIM 165.00
N
MIN * i.-
_13 M IE 163.17 (4") MANUAL BMP T5.13.
COORD W/ SNdPU'D &
;Q 041 A
0 > FRONTIER
&U- N"
sse6 . to "CWCT9T
IER COE
I - 14. * L ' . PAVEMENT RESiORATION 0
D DE 117.11, 15
T E6.2 PER COE STD D6 E2.*3 (TYP) C,2.,l
i> MATCH EX
162.00 W-) 22.�
76 5W"AlCM
0 15 LF 4
CPEP SD @ 2.0% - - - - - -
C13 V�
0
CONNEcrFD FG 17,41
RIM=1 63.36
".=158.56 12"CONC SE
FG .40
UTJ_ 54LL Dob A TO i9c"01M eyq5ml�
16540
FG 165.40 G 165.40
Za an a ==mama" FGH Q 00
mammmmommmosm- mmmma 40MMMON a
L -it
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9 5' b . /. 0 43LM1,40:m3 faa-.
r
ON gmu'- IMP441ii/MOV "Lrf9b n1b
FLR .20 I -CURB RAMP+ TYPE 5 ONE
FG 171.31 WOE, wpw-v"s u"dwrl
C2.1
��CB LFOOTING DRAIN. 4/EX MAILBOXES PER DIRECTION PER COE STD DIET
-- - - - - - - FG 166.40 FIG 168.40
_J
RIM=165.13 PROVIDE BURIED D DIET E8.7 E2.18
RIM=163.83 SET REBNR/CAP "115025
IE=156.43 '36"CMP E IE=156.98 36"CMP W CLEAN-OUTAT ON PROPERTY CORNER ION -TO 13E C2.
IE=156.38 12"CONC N r EVERY OTHER 900 IEWED & APPROVEE BY
SDM SCM
iE=157.63 12'CONC NW BEND (TYP) P ST MASTER PRIC R TC
INSTALLATION
CONC BLOCK WALL( E
C2.2
Kr
L -
�4
12 -6+80.00 .0,
BP.
U
Fj
��ff �T G)
BWERVIOUSSU"ACE CIURT Call 3 Working Da
Before YOU DO'
Line
Type MAR 17 2015
Area (square feet)
Non-Regu�llated %so ENGINEM110 DMNM
0 8F
Exempt Regulated
1-800-424-5555
'PRO -1
2. Replaced
AN SF_�'tL
3.
New (Post 1977) 4 4 4 4 4 4 +
8F SUBDNEM ME 0 U 111120140039
4.
TOO
Mitiga iOn 4ired if in excess o 2
CITY Of EDMONDS
------------
5. Total, Area Mitigated byExisting Stormwater Management System(s) '0 8F
6.
Regulated Area Not Yet Mitigated 8F APPROVED FOR CONSTRUCTION
7. Area Proposed to be Mitigated by+ Low Impact Development Tech
niques
0 SF
8. Area Proposed to be Mitigated through Conventional S,WM Techniques 9,994 8F
M
I Di WM /I
IE 1
TY
PV`
.0%
C11Y ENGINEERING DIV!�ION DATE
911Westem Ave,
Suite 420,
Seattle, WA 98104
p. 206.725,1211
f. 206.973.5344
engineering plIc. www.lpdengineedni.com
Stamp
U
Tl�
Us �,'M 4 -
xG. 2
No. Revisions - Date
A -PERMIT REVISIONS - 2/25/15-
AA PERMIT REVISIONS 3/12/15
A PERMIT IRDASIONS 3/17/15
0 in 2*
FMMMMM
Two Inches At Full Scale
If Not Scale Accordingly
Name
C
C
0
E
M
LU
%4-
0
%
L
OR REFEREPCE_ ON
LF
KW r>f 100T .0 IVW� I
RESUB
.JUN 16 2015
BUILDING DEPARTMENT
CITY OF EDMONDS
Project NO, 251-14-01
Issue Date 3/17/15
Scale I It =1 0,
Designed SEH Checked L . JP
Drawn JLC Approved UP
Description
GRADING,
R INAGE
UTI.LITIES,.,
P ING"'
AV
Sheet
C