ENG2022-0408+Other+7.29.2022_3.30.16_PM+3022072PROJECT STATISTICS
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
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. OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
`Sf. 189�j APPROVED BY: R. ENGLISH ER-900
_LS
A
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
10 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
O2 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
7c PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
189� APPROVED BY: R. ENGLISH E R — 9 01
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
.SIN
NOTES:
CATCH BASIN 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.
REVISION DATE
TEMPORARY
JANUARY 2018
CITY OF EDMONDS
SEDIMENT TRAP
STANDARD
7 PUBLIC WORKS
FOR CATCH BASINS
DEPARTMENT
DETAIL
FS t . 18g�3
E R - 9 02
APPROVED BY: R. ENGLISH
6" CLEA
1221 C S
LAMPH
WITH 1 /
GRIPP R
A N D 2'
COLLA
NEW 1" WATER
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SERVICE LINE
LIMITS 0AREA
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TEMPORARY
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DAT M PO NT NAD 8391
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RIM 387.08
CONCRETE
BLOCK WALL
(MAX.30"H)
I— �IIII
III —
COMPACTED GRAVEL II' 4"0 PERFORATED FOOTING DRAIN
8" FOOTING PAD SURROUNDED BY WASHED ROCK
LOCATED AT THE TOE OF THE
(5/8" MINUS) TYP. WALL BELOW 2-4" QUARRY ROCK
BACKFILL. PIPES SHALL DAYLIGHT
@ EACH END OF THE WALL WITH
III ;III ;III A ROCK PAD BELOW OUTFALLS
SITE PLAN
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4
NORTH
TE 400.00
TE 402.50
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LIMITS OF AREA
OF DISTURBANCE
EROSION CONTROL
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LEGEND
PROPOSED HOUSE (S.F.R.)
[:E22= COVERED/OPEN DECKS
DRIVEWAY, SIDEWALK (CONCRETE)
W W W W W GRASS LAWN (HYDROSEEDS)
DECORATIVE BUSHES/FLOWERS
SIGNIFICANT AT MATURITY TREES
EROSION CONTROL FENCE
2 0'
0 2 0'
STRUCTURAL FILL SHALL BE PLACED IN MAX. 12" THICK LIFTS
WHICH SHALL BE COMPACTED TO @ LIST 95% PERCENT OF THE
MODIFIED PROCTOR MAX. DRY DENCITY
SITE AREA: 12,076.00 SQ.FT.
STRUCTURE: 2,852.00 SQ.FT.
(COVERED DECK INCLUDED)
MAX. LOT COVERAGE:
ALLOWED
PROPOSED
DRIVEWAY:
IMPERVIOUS AREA:
4,226.60
SQ.FT.(35%)
2,852.00
SQ. FT. (24%)
1,311.00
SQ.FT.
3,988.00
SQ.FT.
GREENSCAPE: 1,652.00 SQ.FT.
MAX. BUILDING HEIGHT:
ALLOWED 25'-0"
PROPOSED 23'-9"
AVERAGE HEIGHT CALCULATION
A B
D C
A 1 396.00' B 423.00' C 416.00' 1 D 395.00'
TOTAL A — D DIVIDED BY 4: AVERAGE HEIGHT - 407.5'
1,630.00' 407.5' GARAGE FL. ELV. - 395.0'
RIDGE ELEVATION - 432.5'
NOTES
— CONNECT WATER LINE TO A NEW WATER METER (1 ")
— CONNECT SANITARY SEWER TO EXISTING SEWER STUB
— CONNECT STORM DRAIN TO EXISTING STUB (VIA CATCH BASIN)
— COVER ALL OPEN GROUND AREA WITH BARK/MULCH MIX
— SEDIMENT SOCKS SHALL BE INSTALLED IN THE CB NEAR AND
ACROSS THE STREET
— THERE IS NO SIGNIFICANT TREES ON THE PROJECT SITE
— (5) SIGNIFICANT AT MATURITY TREES SHALL BE PLANTED
— STOCK PILE SHALL BE COVERED WITHIN 24 HOURS
— ALL DISTURBED AREAS TO BE COMPOST AMENDED
PER 2014 SWMMWW BMP T.5.13
— INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING
APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS,
AND ALL OTHER MEASURES REQUIRED DURING CONSTRUCTION
— TRACER WIRE SHALL BE INSTALLED ON THE WATER SERVICE LINE
— FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR
NOT THE CITY OF EDMONDS
— MINIMUM OF 3' HORIZONTAL SEPARATION AND 1' VERTICAL
SEPARATION IS REQUIRED BETWEEN DRY UTILITIES SUCH AS
POWER, GAS, PHONE, CABLE, ETC. AND SEWER AND STORM
5' FROM ANY CITY MAIN LINE
— IF THE RIM INVERT ELEVATION EXCEEDS 5' THEN A TYPE II
MANHOLE WILL BE REQUIRED
— MINIMUM2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED
UNDER DRIVABLE SURFACES AND 1' UNDER LANDSCAPE AREAS
— EXISTING FAILING, DAMAGED OR NON—ADA COMPLIANT FRONTAGE
IMPROVEMENTS (SIDEWALK AND CURB RAMP) SHALL BE REMOVED
AND REPLACED AS DETERMINED BY THE CITY INSPECTOR
DRIVEWAY SLOPE SHALL NOT EXCEED 14% SLOPE
— SIDE SEWER WILL BE ANCHORED IF SLOPE IS GREATER THAN 20%
SEE LETTER FROM GEOTECH ENGINEER FOR RECOMMENDATION
— IF THE EXISTING SEWER LATERAL IS PROPOSED TO BE REUSED
THE CITY's PUBLIC WORKS DEPARTMENT WILL NEED TV THE LATERAL
TO DETERMINE IF IT IS ACCEPTABLE TO RE —USE.
CONTACT CITY OF EDMONDS PUBLIC WORK SEWER DIVISION
AT (425) 771-0235 TO SCHEDULE INSPECTION.
— STORM DRAIN OVERFLOW SHALL CONNECT TO THE STUB ON THE
PRIVATE PROPERTY
— TREE PROTECTION FENCE SHALL BE PLACED MINIMUM OF 12 FEET
FROM THE FACE OF THE TREE TRUNK
THE ASSIGNED CERTIFIED ARBORIST SHALL BE PRESENTED ON SITE
DURING THE TREE PROTECTION FENCE INSTALLATION
— FOR EXISTING SHARED DRIVEWAY EASEMENT CONDITIONS, REFER TO
REC.# AFN 200410085349
— RESTORATION OF UTILITY PATCHES WITH LESS THAN 20' OF
SEPARATION SHALL BE COMBINED IN FULL OR HALF WIDTH OVERLAY
DEPENDING OF THE EXTENT OF DISTURBANCE. IF UTILITY PATCHES
FALL ENTIRELY WITHIN ONE TRAVEL LINE, THE OVERLAY SHALL
EXTEND TO THE CENTERLINE OF ROADWAY. IF THE UTILITY PATCHES
EXTEND INTO BOTH TRAVEL LINES, THEN THE FULL WIDTH OVERLAY
SHALL BE REQUIRED
— TREE PROTECTION FENCE SHALL BE PLACED AT 12'-0" MIN FROM
THE FACE OF TREE TRUNK
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