APPROVED PLN RESUB 6-SITE PLANPROJECT NARRATIVE
ER05ION CONTROL NOTE5:
• INSTALL SILT FENCE PRIOR TO ANY EXCAVATION OR CONSTRUCTION
• MINIMIZE 51TE DISTURBANCE BY TIGHT CONTROL OF EXCAVATION LIMITS.
• ALL EXPOSED 501L SHALL BE MULCHED WITH STRAIN OR WOOD CHIPS TO MINIMIZE 501L
EROSION. NO 501L SHALL BE LEFT IN AN EXPOSED CONDITION. IT 15 RECOMMENDED THAT
THE CONTRACTOR MAINTAIN A STOCK PILE OF THI5 MATERIAL ON 51TE FOR QUICK
APPLICATION.
• "TREES TO REMAIN" WILL BE FENCED AT DRIP LINES
GRADING NOTE5:
• CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
• ALL FINISH GRADES SHALL BE SMOOTH AND UNIFORM.
• PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.
• FINAL GRADE TO CONVEY SURFACE DRAINAGE TOWARD ROCK CHANNELS AND DISPERSION
TRENCHES.
• AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED TO REMOVE TREES, VEGETATION,
ROOTS AND OTHER OBJECTIONABLE MATERIAL AND STRIPPED OF TOPSOIL.
• PLACE FILL SLOPES WITH A GRADIENT STEEPER THAT 3:1 IN LIFTS NOT TO EXCEED 5
INCHES, AND MAKE SURE EACH LIFT 15 PROPERLY COMPACTED.
LAND50APE NOTE5:
• OWNER RESPONSIBLE FOR LANDSCAPING - SUCH A5 LAWN, TREES, SHRUBS, ETC,
• EXISTING IRRIGATION SYSTEM TO BE FIXED A5 NEEDED.
• OWNER SHALL PROVIDE TRAILS AND STEPPING STONES
• AREA AROUND LAWN 15 SHRUBBERY, TREES & MULCH.
51TE PLAN NOTE5
• SOIL: *2,000 P5F ALLOWABLE (ASSUMED) TO BE
AT TIME OF EXCAVATION. SHALLOW AND
MODERATELY DEEP, WELL -DRAINED SOIL
FORMED IN MATERIAL WEATHERED FORM
BASALT THAT HAS A SMALL AMOUNT OF LOESS
IN THE UPPER PART OF THE PROFILE. THE
PERMEABILITY 15 ESTIMATED TO BE GOOD.
• CONTRACTOR TO VERIFY LOCATION OF ALL
EXISTING UTILITIES. ALL FINISH GRADES SHALL
BE SMOOTH AND UNIFORM
• NEW FOOTING DRAINS TO TIE INTO THE
EXISTING SYSTEM.
• NEW DOWNSPOUTS TO TIE INTO THE EXISTING
SYSTEM.
• INSTALL AND MAINTAIN ALL TE5C MEASURES
ACCORDING TO APPROVED PLANS, CITY OF
EDMON05 STANDARD DETAILS, AND ALL OTHER
MEASURES THAT MAY BE REQUIRED DURING
CONSTRUCTION.
• ALL DISTURBED AREAS TO BE COMPOST
AMENDED PER 2014 5WMMWW BMPT.5.13.
• MARKED TREES SHALL BE REMOVED PRIOR TO
51TE WORK.
LOT INFO
BUILDING 5TAT15TI05:
LOT SIZE: 17b5O S.F.
ANTICIPATED DISTURBED AREA:
BLDG. ENVELOPE:
STRUCTURAL COVERAGE:
LIVABLE 5F:
MAIN:
UPPER:
BASEMENT:
GARAGE:
DECKS:
3150 S.F.
2601 S.F.
2607/17830= 14.6%
3bgO S.F.
146g S.F. (GAIN OF 211 S.F.)
1240 S.F. (LOSS OF q7 S.F.)
1181 S.F.
g24 S.F. (GAIN OF 323 S.F.)
6qb S.F. (GAIN 323 S.F.)
IMPERMEABLE INFORMATION:
BUILDING FOOTPRINT: 2601 S.F.
EVES: 24q S.F.
NEW DRIVEWAY: 1253 S.F.
IMPERM. AREA MODIFIED 2051 S.F.
IMPERM. AREA REINSTALLED 2006 S.F.
IMPERM. DIFFERENCE -45 5.F
IMPERMEABLE PERCENTAGE 20.q%
501L GUT 41.5 G.Y.
HEIGHT CALL:
• OWNER NAME: 4UP-WASH LLG
PT. DATU M
• OWNER ADDRESS: 6g07 160TH STREET 5W EDMONDS,
A 3C16.5'
WA g5026
B 3g4.5'
• PARCEL NUMBER: 005131-000-031-12
C 401.2'
• DESCRIPTION: MEADOWDALE BEACH BLK 000 D-12 - E
D 401.3'
205.6 FT OF 5 20b.6 FT OF W 411.2 FT OF TR 37 LESS E
10FTOF513b.6FTOFW411.2FT&LE55E 16FTOFN
AVG. 3g8.38'
70 FT OF 5 208.6FT OF W 417.2FT &LE55 TH PTN OF E
MAXIMUM ALLOW. HT. 423.38'
20b.5FTOF W 417.2FT OF 5 20b.5FT 5D LOT DAF - COM
SURVEY HIGHEST PEAK HT. 422.10'
5W GOR THOF TH N01 *41 OOW ALG W LN THOF
10.01 FT TO TPB TH CONTNO1 *41 OOW ALG 5D W LN
117.24FT TH 5b3* 21 18E 175.22FT TO INT A LN
PLW & 35FT WLY OF E LN OF E20b.6FT OF W 417FT 5D
LOT 37 TH 501 *41 OOE ALG 5D PLL gq.ggFT TO N LN OF 5
1 OFT 5D LOT 5D N LN BEING N MGN OF R/W FOR
160TH 5T 5W TH Nbq*00 OOW ALG 5D N LN & 5D N R/W
MGN 173.56FT TO TPB
o�
---=------------- ----- --------------- 9°20'55"1 o"
5p3�1 5 5 �3 A3 i N 6 1392.81 --- --- - - -
- - -
- - - - - - -----I
503 / 5 1 m 5p�12 5pD�0 040 50 4�1 *1 0
10' BSBL *,040 3042� 50704 v�50�AA �
0503 503 q 501(00 04
1 0200
3
VER ANC; _=
EXST GRAVEL TO REMAIN
tX> EXI5TING L?uvXN I v REMAIr,.
z
EX5T CONCRETE TO REM
tu
NEW DRIP THROUGH DECK
PENCELINE TO BE REMOVED DEMO EX5T DECKS
NEW PENCE ON PROPERTY LINE
TREE 5CHEDULE
TREE #
TREE TYPE
51ZE (DBH)
TO BE RETAINED
50351
HEMLOCK
1 q"
YE5
50352
HEMLOCK
1 q"
YE5
50353
HEMLOCK
1411
YE5
50354
HEMLOCK
2511
YE5
50355
HEMLOCK
12"
YE5
503g3
HEMLOCK
20"
YE5
503g7
HEMLOCK
1 q"
YE5
50403
HEMLOCK
17"
YE5
50405
HEMLOCK
5"
YE5
5040q
HEMLOCK
13"
YE5
501 qq
HEMLOCK
27"
YE5
50200
HEMLOCK
2211
YE5
50201
HEMLOCK
14"
YE5
50202
HEMLOCK
22"
YE5
50203
HEMLOCK
1011
YE5
50204
HEMLOCK
8"
YE5
501 q5
CEDAR
43"
YE5
50404
CEDAR
301,
YE5
503g2
CEDAR
17"
YE5
50355
CEDAR
611
YE5
5035q
CEDAR
61,
YE5
50406
CEDAR
61,
YE5
50350
ALDER
511,511,611,611,7"
YE5
50351
FIR
2011
YE5
503g0
FIR
26"
YE5
503q 1
FIR
26"
YE5
50400
FIR
q"
YE5
50402
FIR
1311
YE5
50400
FIR
g"
YE5
50401
FIR
101,
YE5
50410
FIR
1411
YE5
50411
FIR
17"
YE5
50412
FIR
11"
YE5
50416
FIR
g"
YE5
50411
FIR
11"
YE5
50415
FIR
1011
YE5
5041 q
FIR
17"
YE5
50420
FIR
18"
YE5
50421
FIR
8"
YE5
50422
FIR
1311
YE5
503g5
DEGIDUOUD
6"
NO
50356
DEGIDUOUD
6"
YE5
503g4
DEGIDUOUD
7"
YE5
RG5 N83°
175.45'
NEW GA5 AND
z
ELECTRIC METERS
o
,
LOGATION5
NEW DRIVEWAY DRAIN
OUGH DECK
6,
'
a;. V.
a
°
1!
o
°
a
\ e
0)
TREE TO B1E REMPVED NEW LAWN --- 5.1 \
EXI5TING ROOKERY - NEW ROCKERY I � 8'-2"
y' 1 Z 3 PT BASE HEIGHT Q 40
� 2
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I _ G _ cl
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S
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1 I�
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1
STING ROOKERY
. 5p0b1
I
I
I
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N RIVEVV I�WALKWAY
ANEW BLOCK RETAINING WALI
3 PT BASE HEIGHT @a 0(
EX5T ASPHALT 2
DRIVEWAY TO REMAIN
�
/--,\ - - - 1
--
EXISTING ROCKERY
SITE PLAN PRESERVE &PROTECT
EXST WATER METER
SERVICE TO BE RE-
20 0 20 40 60 �_t9°20'�8"w CONNECTED
m��� -
25.0
2-w-w-w-w-w-w w-w-w-w-vim w-Iw-w�w
PHU - O OHU OHU OHU OHU 0OHU c OHU OHU
LP,UP,UG,T5P
OBI
RIM=3g2.gg
IE 12"(W) PVGL3g0.27� c
IE 12"(5E) PVC=3g0.54 \
C9 G G O G G G
LID 5 5 5
MH GBI 5D 50 5D -
RIM=3g4.22 RIM=3g4.45
IE 5"0) DIP=354.44 IE 12"(NW) PVG=3g1.23
IE 8"(5) 0IP=384.52 IE 12"(E) GOP=3g2.58
IE 8"(E) DIP=384.54
SEE ADDITIONAL SITE PLAN FOR
ENGINEERING REQUIREMENTS
Zone RS-12 Corner Flag X
Setbacks: Required Actual
Front
Sides 10,
Rear
Other
Height
w- 2
Peter connected to bgOg
APPROVED BY PLANNING
� ;i ( ((-0
Dec 07 2021
1
RES U B
12/3/2021
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
I
J 1 i
T_
D N89'20'58"W 192.81 (C) 192.58 (SS) 0) N
< r N2°01'58"W
Z 16.00'
m WEST LINE OF LOT 37, n - LOT A EAST LINE OF LOT 37,
Z MEAOOWDALE BEACH, 3 A w 70.08 (C) I=
ut SHORT SUBDIVISION NO. S-60-76 MOLUME , P BEACH,
VOLUME 5, PAGE 38 <n A ) 70.00 (SS) VOLUME 5, PAGE 38 i
m O C REC #7612100153 N89°20'58"W I <
S 6.01 (C) m
417.2' 6.00 (SS) Z
1.N83°42'16' -� 10.00' C
■■ �W 775.45 (C) 77
ti i�'"■'f�•■ -9.22 (SS) ■ EAST LINE OF THE EAST 208.6' OF THE I m
/// ■■�■■�■• I~ WEST 417.20' OF LOT 37, MEADOWDALE
Z Z BEACH, VOLUME 5, PAGE 38 I
�m / 54.51 (C)(SS) 10O N y N N w
� 61
-6 52.95 (C)(SS) o o o
/�20'SEWER LOT B N o� A N I i
-' EASEMENT PER n �'
I o N o SS NO. S-60-76, 25' INGRESS, EGRESS & I
+' o REC #7612100153UTILITIES EASEMENT PER SS
208.60' } I NO. S-60-76, REC #7612100153 o
N2'01'58"W 173.79 (C) 173.56 (SS)
_ 0 30. 03 10.01
5.00 T v� i_--N2'01'58"W M_ T
T --203.83 (C) 208.83 (C) 208.60 (SS) 1 20.02 241.06 (C) T
----------- --- ----------
o (BASIS OF BEARINGS) N89 20'58"W 653.72 (M) 653.76 (RI) N89020'58"W - - -
M 160TH STREET SW 25.03 (C)(SS) r�
FOUND 2" DIAMETER BRASS FOUND 2" DIAMETER
DOME IN CONCRETE WITH "X",
MARKED "5 FT W TO INTS", BRASS DOME IN
CONCRETE
DOWN 0.85', IN CASE WITH "X
DOWN 0.65',
(BASIS OF POSITION) IN CASE
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