19325 80th Ave W-Site plan.pdf2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
8"
I
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS -\
WIRE MESH FENCE
�j SUPPORT FILTER
FABRIC
BURY BOTTOM OF FILTER
N MATERIAL 8" TO 12"
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
Sf. 18`3-
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE AUGUST 2017
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R— 9 0 0
SE 114, SEC 18, TWP 27N, RGE 4E, WA
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
CATCH BASIN
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
TEMPORARY
SEDIMENT TRAP
FOR CATCH BASINS
APPROVED BY: R. ENGLISH
REVISION DATE
AUGUST 2017
STANDARD
D ETAI L
ER-902
TESC NOTE
1. ESC MINIMUM REQUIREMENT -STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED
BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICA77ON OF
BMPS, INCLUDING, BUT NOT LIMITED, SOD, H?DROSEEDING, OR OTHER VEGETATION,
PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND
MAINTAINED IN ACCORDANCE WITH 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).
U~VNEi:VG(3
7A�pPllcant sh,+1
I�.,; all damage to
t-at.v . f ants In Cfty
Is'that is cataAed
I,..,......... :d Project.
! Applicant shall repair/replace all damage to
i u'i'468 or frunti�yc Vravements In City
right-of-way poi. r ;1y S"andards that is caLeed
+ -(s:°�.c�.., ; ci�:r+►1c� thN p�rrliitec� P�•r+ject.
a
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SITE
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2 ND ST SW
n204774
20 ST
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99
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2087H ST SW
a
2127H
ST SW
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11
21 T S ;E
21t 7H
VICINITY MAP
SCALE. 1' = 2000'
N
SCALE. • 1 " = 20'
0 10 20 40
PROJECT TEAM
OWNER /APPLICANT CIVIL ENGINEER
SELECT HOMES
16531 13TH AVENUE W. #A 107
LYNNWOOD, WASHINGTON 98037
(425) 742-6044
EMAIL: KA YLA. CLARKOOUTLOOK. COM
CONTACT. KAYLA CLARK
LEGAL DESCRIPTION
RAM ENGINEERING, INC.
16531 13TH AVE W, SUITE A 108
LYNNWOOD, WA 98037
(425) 678-6960
EMAIL: ROBLORAMENGINEER/NGINC.COM
CONTACT.- ROB L. LONG, PE
THAT POR77ON OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER
OF THE SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 27 NORTH, RANGE 4
EAST, W.M., DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER;
THENCE NORTH 004550" EAST, 95.01 FEE T,•
THENCE SOUTH 89 0725" EAST, 30.00 FEET TO THE TRUE POINT OF
BEGINNING;
THENCE CONTINUING SOUTH 89 0725" EAST, 77.00 FEET TO THE BEGINNING
OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 77.73 FEET -
THENCE EASTERLY AND NORTHEASTERLY, ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 297500',' A DISTANCE OF 39.68 FEET;
THENCE SOUTH 89 0722" EAST, 40.00 FEET -
THENCE SOUTH 48-1428- EAST, 84.79 FEET -
THENCE SOUTH 00 4550" WEST, 49.54 FEET,
THENCE NORTH 89 06 02 " WEST, 122.00 FEE T,•
THENCE NORTH 00 4550" EAST, 75.08 FEET,
THENCE NORTH 89 0725" WEST, 97.00 FEET -
THENCE NORTH 00 4550" EAST, 20.00 FEET, TO THE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BASIS OF BEARING
THE MONUMENTED CENTERLINE OF 80TH AVENUE WEST, AS THE BEARING OF
NORTH 00 45'50" EAST, PER THE PLAT OF SIERRA VILLAGE DI VISION C, AS
RECORDED IN VOLUME 18 OF PLATS ON PAGE 3, RECORDS OF SNO. CO., WA.
BENCHMARK
TOP OF EX CASED CONC. MON. W/DOMED BRASS DISK, WSSl D; 2013 Corner Flag
SW CORNER NW 114 OF SE 114 OF SE 114 OF SEC. 18- T J �� R iai red
VER77CAL DATUM: NAVD88 n'=:37a
--------
Sides
ELEV=368.19
Other
EXISITNG IMPERIOUS SURFACE REMOVED
BUILDINGS (HOUSE & BUILDING) 2,170 SF
ASPHALT DRIVEWAY. CONC WALK, ETC 1.950 SF
TOTAL IMPERVIOUS AREA REMOVED 4,120 SF
TESC NOTES
1.. TEMPORARY EROSION CONTROL MAY BE REQUIRED
BY CITY OF EDMONDS PRIOR TO, DURING AND POST
DEMOL/ T70N.
2. THE STREET IS TO BE CLEAN OF DEBRIS,
VEGETA 77ON, AND GARBAGE AT ALL 77MES.
7 47
BILP2_016 Cel
DO V
RESU.
OCT 15 2018
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE.•
BY•
pTY ENGINEERING DIVISION
RAIV
ENGINEERING, IN,
Civil Engineering / Land Plannirn
16531 13TH AVE W, SUITE Al08
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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gin
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ENGINEER:
ROB L. LONG, A
DRAWN BY
MIKE MORRIS
ISSUE DATE: SCALE.•
7111118 1 AS NOM
�III:�I/h
18-014
SHEET. DM-01
SHT I- OF I