RESUB 5 -SITE PLANPROJECT NARRATIVE
EROSION CONTROL NOTES:
• INSTALL SILT FENCE PRIOR TO ANY EXCAVATION OR CONSTRUCTION
• MINIMIZE 51TE DISTURBANCE BY TIGHT CONTROL OF EXCAVATION LIMITS.
• ALL EXP05ED 501L SHALL BE MULCHED WITH STRAW OR WOOD CHIPS TO MINIMIZE 501L
EROSION. NO 501L SHALL BE LEFT IN AN EXP05ED CONDITION. IT 15 RECOMMENDED THAT
THE CONTRACTOR MAINTAIN A STOCK PILE OF TH15 MATERIAL ON 51TE FOR QUICK
APPLICATION.
• "TREES TO REMAIN" WILL BE FENCED AT DRIP LINES
GRADING NOTES:
• CONTRACTOR TO VERIFY LOCATION OF ALL EXI5TING UTILITIES.
• ALL FIN15H 6;RADE5 SHALL BE SMOOTH AND UNIFORM.
• PROVIDE P051TIVE DRAINAGE AWAY FROM BUILDING.
• FINAL GRADE TO CONVEY SURFACE DRAINAGE TOWARD ROCK CHANNELS AND 015PER51ON
TRENCHES.
• AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED TO REMOVE TREES, VEGETATION,
ROOTS AND OTHER OBJECTIONABLE MATERIAL AND STRIPPED OF TOPSOIL.
• PLACE FILL 5LOPE5 WITH A GRADIENT STEEPER THAT 3:1 IN LIFTS NOT TO EXCEED b
INCHES, AND MAKE SURE EACH LIFT 15 PROPERLY COMPACTED.
LANDSCAPE NOTES:
• 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.
SITE PLAN NOTES
• 501L: *2,000 P5F ALLOWABLE (ASSUMED) TO BE
AT TIME OF EXCAVATION. 5HALLOW AND
MODERATELY DEEP, WELL -DRAINED 501L
FORMED IN MATERIAL WEATHERED FORM
BASALT THAT HAS A SMALL AMOUNT OF LOE55
IN THE UPPER PART OF THE PROFILE. THE
PERMEABILITY 15 ESTIMATED TO BE GOOD.
• CONTRACTOR TO VERIFY LOCATION OF ALL
EXI5TING UTILITIES. ALL FIN15H GRADES SHALL
BE SMOOTH AND UNIFORM
• NEW FOOTING DRAINS TO TIE INTO THE
EXI5TING SYSTEM.
• NEW OOWN5POUT5 TO TIE INTO THE EXISTING
SYSTEM.
• INSTALL AND MAINTAIN ALL TE5C MEA5URE5
ACCORDING TO APPROVED PLANS, CITY OF
EDMON05 STANDARD DETAILS, AND ALL OTHER
MEASURES THAT MAY BE REQUIRED DURING
CONSTRUCTION.
• ALL DISTURBED AREAS TO BE COMP05T
AMENDED PER 2014 5WMMWW BMPT.5.13.
• MARKED TREES SHALL BE REMOVED PRIOR TO
51TE WORK.
LOT INFO
BUILDING STATISTICS:
LOT 51ZE: 17830 5.F.
ANTICIPATED DISTURBED AREA:
SLOG. ENVELOPE:
STRUCTURALGOVERAGE:
LIVABLE 5F:
MAIN:
UPPER:
BASEMENT:
GARAGE:
DECKS:
3150 S.F.
2601 S.F.
2607/17630= 14.6%
38g0 S.F.
146q S.F. (GAIN OF 271 S.F.)
1240 S.F. (LOSS OF q7 S.F.)
1181 S.F.
q24 S.F. (GAIN OF 323 S.F.)
bq8 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 CALC:
• OWNER NAME: 4UP-WA5H LLG
PT. DATU M
• OWNER ADDRE55: 001 160TH STREET 5W EDMONDS,
A 3g6.5'
WA gb026
B 3g4.5'
• PARCEL NUMBER: 005131-000-037-12
C 401.2'
• DE50RIPTION: MEADOWDALE BEACH BLK 000 0-12 - E
D 401.3'
20b.6 FT OF 5 20b.6 FT OF W 417.2 FT OF TR 37 LE55 E
10FTOF513b.6FTOFW411.2FT&LE55E 16FTOFN
AVG. 3g8.38'
70 FT OF 5 208.6FT OF IN417.2FT &LE55 TH PTN OF E
MAXIMUM ALLOW. HT. 423.38'
20b.5FTOF W 417.2FT OF 5 20b.5FT 50 LOT OAF - GOM
SURVEY HIGHEST PEAK HT. 422.10'
5W GOR THOF TH NO *41 OOW ALG IN LN THOF
10.01 FT TO TPB TH CONTNO1 *41 OOW ALG 50 W LN
117.24FT TH 583* 21 18E 175.22FT TO INT A LN
PLW & 35FT WLY OF E LN OF E20b.6FT OF W 417FT 50
LOT 37 TH 501 *41 OOE ALG 50 PILL gq.ggFT TO N LN OF 5
1 OFT 50 LOT 50 N LN BEING N MGN OF R/W FOR
160TH 5T 5W TH Nbq*00 OOW ALG 50 N LN & 50 N R/W
MGN 173.56FT TO TPB
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
ACCEPTABLE TIGHTLINE
MATERIAL:
SDR 35
SCH 40
N-12
F810 HANCOR
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
GUTTERS/DOWNSPOUTS TO
CONNECT TO EXISTING SYSTEM
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
o�
Re
c,0 03 y03°`3i 50�`12, $0400 p�p�54A -1 �
5' B55L /in
50�`0D��0�21
- 0g03�byp3 g501`00 0��1 "rg0
10
DRIP THROUGH DECK
aYqALL
a
NEW 6A5 AND
-
ELECTRIC METERS
0
a
LOCATIONS
o
I surface water
NEW DRIVEWAY DRAIN
runoff from the
6
I
1
FXISTING ROCKERY
driveway shall be
-collected and
� 6.01'
discharged to the
on site stormwater
management system.
NEW FENCE ON PROPERTY LINE
DEMO EX5T DECKS TREE TO E REMQ VkV NEW LAWN LAN
EX5T GRAY TO O REMAIN
a, 1 EX15fiING LA,- 9EMAI,,
All
EX5T CONCRETE TO REM
Xtu
En
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I �
5031
m
175.45
NEW DRIP THROUGH DECK
FENGELINE TO BE REMOVED
TREE 5CHEDULE
TREE #
TREE TYPE
51ZE (DBH)
TO BE RETAINED
50381
HEMLOCK
1 g"
YE5
50382
HEMLOCK
1 g"
YE5
50353
HEMLOCK
1411
YE5
50354
HEMLOCK
2511
YE5
50385
HEMLOCK
1211
YE5
503g3
HEMLOCK
2011
YE5
503g1
HEMLOCK
1 g"
YE5
50403
HEMLOCK
1111
YE5
5040b
HEMLOCK
all
YE5
5040g
HEMLOCK
1311
YE5
501 gg
HEMLOCK
2111
YE5
50200
HEMLOCK
2211
YE5
50201
HEMLOCK
1411
YE5
50202
HEMLOCK
2211
YE5
50203
HEMLOCK
1011
YE5
50204
HEMLOCK
S"
YE5
501 g8
CEDAR
4311
YE5
50404
CEDAR
3011
YE5
503g2
CEDAR
1111
YE5
50355
CEDAR
b"
YE5
5038g
CEDAR
6"
YE5
50406
CEDAR
6"
YE5
50350
ALDER
,6",6",1"
YE5
50351
FIR
2011
YE5
503g0
FIR
2611
YE5
503g1
FIR
2611
YE5
50400
FIR
g"
YE5
50402
FIR
1311
YE5
50400
FIR
g"
YE5
50401
FIR
1011
YE5
50410
FIR
1411
YE5
50411
FIR
1111
YE5
50412
FIR
1111
YE5
50416
FIR
g"
YE5
50411
FIR
1111
YE5
50415
FIR
1011
YE5
5041 g
FIR
1111
YE5
50420
FIR
1 all
YE5
50421
FIR
all
YE5
50422
FIR
1311
YE5
503%
DECIDUOUD
6"
NO
503bb
DECIDUOUD
6"
YE5
503g4
DECIDUOUD
1"
YE5
EXISTING ROCKERY NEW ROCKERY I I
9
y' 1 Z 3 FT BA5E HEIGHT @ 40 In,
If the patio under the a°I
I deck is to be replaced - G
Downspouts to tie into existing a cleanout within 2' of G -
system. If a new connection is to the structure will need Y
occur, the line shall meet all City S to be brought up to 818
requirements. Schedule an 5 grade or installed if
ne does not exist. 81
�
inspection with the Engineering � � I
Inspector to discuss 5
requirements.
5
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SITE PLAN I I
I II
1 "=20'
�n n nn nn cn 1 LT5`I�_AI AGj°20'5
I 54
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I NEW DRIYEWAY_/ WALKWAY
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NEW BLOCK RETAI
s'
Ea ' EX5T ASPHALT
DRIVEWAY TO REMAIN
HU O OHU OHU OHU OHU �OHU � OHU OHU
LP,UP,UG,TSF
I N
GBI
RIM-392.99
IE 12 (W) PVC=390.27E1
IE 12"(5E) PYG=3g0.54 \
G G G O G G G G G
___-s uo 5 g 5
MH 50 -
GBI
RIM=3g4.22 RIM=394.48
IE 8"(W) DIP=384.44 IE 12"(NW) PVC=391.23
IE 8"(5) DIP=384.52 IE 12"(E) GGP=392.58
IE 8"(E) DIP=384.54
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
1
EXISTING ROCKERY
�OH
PRESERVE &PROTECT
EX5T WATER METER
SERVICE TO BE RE-
GONNEGTED
,Meter connected to 6gOq
P
G-A5
SD A
ENGINEERING DIVISION
APPROVED AS NOTED
12/01 /2021
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D N89'20'58"W 192.81 (C) 192.58 (SS) Q% N
G r N2'01'S8"W
Z p� 16.00'
m WEST LINE OF LOT 37, no LOT A EAST LINE OF LOT 37,
Z MEADOWDALE BEACH, A w 70.08 (C) I =
ut SHORT SUBDIVISION NO. S-60-76 MEADOWDALE BEACH,
t_ VOLUME 5, PAGE 38 6 A n 70.00(SS) VOLUME 5, PAGE 38 i
m O REC #7612100153 N89°20'58"W
/ 6.01 (C) m
Z 417.2 6.00 (SS) Z
■■ �W 7
N75.
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1745 (C)
i.Zi""f�■■ 5.22 (SS) ■ �EAST LINE OF THE EAST 208.6' OF THE I IT1■■�■■�■• WEST 417.20' OF LOT 37, MEADOWDALE
51 (C)(SS)
Z Z BEACH, VOLUME 5, PAGE 38
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o N 52.95 (C)(SS) o o o
-20' SEWER LOT B N o�� E A N I i
EASEMENT PER n �'
I o N o SS NO. S-60-76, }�25� INGRESS, EGRESS & I
+' o REC #7612100153 �� • UTILITIES EASEMENT PER SS
208.60' } I NO. S-60-76, REC #7612100153 o I
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
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- - -
M 160TH STREET SW 25.03 (C)(SS) M
FOUND 2" DIAMETER BRASS FOUND 2" DIAMETER
DOME IN CONCRETE WITH "X",
MARKED "5 FT W TO INTS BRASS DOME IN
DOWN 0.85', IN CASE DOWN 0.65 CONCRETE WITH IN CASE SE
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