APPROVED ENG PLN STM RESUB1 BLD2021-1469+Civil_Plan+12.14.2021_8.47.12_AM+2570519SW 114, SEC.18, T.27N., R.4E., W.M.
III I 11
CITY OF EDMONDS
III I I
LOT 3 LOT 2 S.P. NO. 5-31-78 LOT 1
LOT 1 I A.F.#7807270284
PLAT OF
I' I IO' MAX.
SEA VIEW PINES l- TIRES, SANDBAGS, OR EQUIVALENT
N MAY BE USED TO WEIGHT PLASTIC
NO. 2 — I \ it
I — -j'• .. J ` , - - - - - SEAMS BETWEEN SHEETS MUST
VOL. 39 PG. 170 " O 1 Id I 1 I I / I I — — — _ __- f OVERLAP A MINIMUM OF 12" AND
/ rj �\ 1 i i I / — I I vs
I?
I -1111 =1 1 BE WEIGHTED OR TAPED
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\ ' \ \ \ \ % MINIMUM 4"X4" TRENCH 11� I 1 1=1 I
1 1 / \\ ��'--- /' I I 11=111=1
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INSTALL FILTER FABRIC FENCE ON J i � i — �� '=MA 1-
DOWNHILL SIDE OF STOCKPILE i �ICV — — — �\ III I PROVIDE ENERGY DISSIPATION I I=1 1=1
AT TOE WHEN NEEDED
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1 1 /
STOCKPILE NOTE
STOCKPILE SHALL TO STABILIZED BY PLASTIC COVERING. r III I I 16; L
FIGURE D.3.2.D PLASTIC COVERING
10' MAX.
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J 192ND �W l
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THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO I I III I I I SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL \ I
/ REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM ALL EXISTING i
OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN TREES TO I to
SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). I REMAIN (TYP) � J
I � I III I
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27041800303300
1 �
EX HOUSE
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\\ I / EX
GARAGE /� i I i ` I I I II I PROPOSED CB
\ I / / --ss II I PROTECTION (TYP)
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36D" II I CONSTRUCT STABILIZED
FX /�/�/�/ I J I i II TEMPORARY CONSTRUCTION
I \\ 24" 3h$ .� I ENTRANCE AT ISTIN
I a `�So 32" .,3s? I 13S¢, Ir I II I E R E EX G
I I I II I I DRI VEWA Y
LI
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
0
I
N
N
NATIVE BACKFILL MATERIAL -/ I 8"
TEMPORARY CONSTRUCTION
ENTRANCE REQUIRED
27041800300400 27041800300300 I 1 OWNER/CONTRACTOR IS RESPONSIBLE FOR
I I I ��-`� I I I► EROSION CONTROL AND DRAINAGE
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS 1
WIRE MESH FENCE
0 TO
II FABRIC SUPPORT FILTER
N
`BURY BOTTOM OF FILTER
04 MATERIAL 8" TO 12"
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN
--tw- REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
7 PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fs/, 189(j APPROVED BY: R. ENGLISH ER-900
-LS
4
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
NOTES:
1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC
RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL
BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE.
4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
PROJECT
SIZE
MIN LENGTH OF (FEET)
QUARRY SPALLS*
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
100
*PROVIDE ATB OR ASPHALT
TRANSITION WHERE FRONTAGE
ROAD IS AN ARTERIAL.
LENGTH TO BE DETERMINED
BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018
ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
JB9(3 APPROVED BY: R. ENGLISH E R — 9 01
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
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
JANUARY 2018
STANDARD
DETAIL
ER-902
APPROVED BY PLANNING
t.
Dec 30 2021
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.
ENGINEERING DIVISION
APPROVED AS NOTED
Jdl WkAtw nt 12/30/2021
VICINITY MAP
SCALE.- 1- = 2, 000'
SCALE. 1"20'
0 10 20 40
11
PROJECT TEAM
OWNER I APPLICANT
SELECT HOMES
16531 13TH AVENUE W. #A107
LYNNWOOD, WASHINGTON 98037
(425) 742-6044
EMAIL: KA YLA. CLARK@OUTLOOK. COM
CONTACT KAYLA CLARK
LEGAL DESCRIPTION
CIVIL ENGINEER
RAM ENGINEERING, INC.
16531 13TH AVE W, SUITE A 108
LYNNWOOD, WA 98037
(425) 678-6960
EMAIL: ROBL @RAMENG/NEER/NG/NC. COM
CONTACT. ROB L. LONG, PE
THE SOUTH 217 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST OF THE
WILLAMETTE MERIDIAN,•
EXCEPT THE EAST 1125 FEET THEREOF,•
AND EXCEPT THE WEST 107 FEET THEREOF.
SITUATE /N THE COUNTY OF SNOHOMISH, STATE OF WASH/NGTON.
BASIS OF BEARINGS
THE MONUMENTED CENTERLINE OF 76TH AVE. W., AS THE BEARING OF N 0029 J4" E.
BENCH MARK
3" BRASS SURFACE MON. W% X" AT THE INTERSECTION OF 203RD ST. S.W. & 76TH AVE. W.
PER GPS OBSERVATIONS
ELEVA TION : 432.01
DATUM : NA VD 88
GRADING QUANTITIES
CUT FILL
10 CY ±80 CY
TESC NOTE
INSTALL AND MAINTAIN ANY TESC MEASURES REQUIRED
BY THE CITY. CONTRACTOR IS RESPONSIBLE FOR
MAINTENANCE AND ADJUSTMENTS TO TESC MEASURES
AS NEEDED.
COMPLIES WITH APPLICABLE
CITY STORMWATER CODE
THIS PERMIT IS APPROVED WITH THE CONDITION THAT PROPOSED
�STORMWATER MITIGATION UNDER PLN2021-0021 WILL CONTINUE. SHOULD
PLN2021-0021 NOT BE PURSUED AND STORMWATER MITIGATION NOT BE
PROVIDED UNDER SAID PERMIT, THE CITY RETAINS THE RIGHT TO RE -ASSESS
STORMWATER MITIGATION REQUIREMENTS SPECIFIC TO THE CLEARING AND
LAND DISTURBING ACTIVITY AS COMPLETED UNDER THIS PERMIT.
Know what's bell I1.
Call before you dig.
BLD2021-1469
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY
CITY ENGINEERING DIVISION
RAMI
ENGINEERING, INC.
Civil Engineering / Land Planning
1
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
m
RESUB
Dec 14 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1 � �
O 58608
\� EGIS'fEg���
IONTeT .
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DA TE.• SCALE.•
12113121 AS NOTED
JOB NO.
21-001
SHEET. TP-01
SHT 1 OF