APPROVED ENG BLD2022-0421+DEMO & Site_Plan+3.31.2022_11.47.14_AM+2773591TREE PROTECT/ON MEASURES
1. ANY WORK INSIDE THE DRIP LINES OF EXISTING TREES MUST TAKE PLACE IN ACCORDANCE WITH ECDC 23.10.070.
2. TREE PROTECTION MEASURES DURING DEVELOPMENT.•
A. PRECONSTRUCTION MEETING REQUIRED. PRIOR TO THE COMMENCEMENT OF ANY PERMITTED CLEARING AND
GRADING ACTIVITY , A PRECONSTRUCTION MEETING SHALL BE HELD ON SITE WITH THE PERMI TTEE AND
APPROPRIATE CITY STAFF. THE PROJECT SITE SHALL
BE MARKED IN THE FIELD AS FOLLOWS:
1. THE EXTENT OF CLEARING AND GRADING TO OCCUR;
2. DELINEATION AND PROTECTION OF ANY CRITICAL AREAS AND CRITICAL AREA BUFFERS WITH CLEARING
LIMIT FENCING,•
J. FLAGGING OF TREES TO BE REMOVED AND TAGS ON TREES TO BE RETAINED, AND
4. PROPERTY LINES.
B. PLACING MATERIALS NEAR TREES NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTED AREA OF
ANY TREE DESIGNATED TO REMAIN, INCLUDING, BUT NOT LIMITED TO, OPERATING OR PARKING EQUIPMENT,
PLACING SOLVENTS, STORING BUILDING MATERIAL OR STOCKPILING ANY MATERIALS, OR DUMPING CONCRETE
WASHOUT OR OTHER CHEMICALS. DURING CONSTRUCTION, NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE
DESIGNATED FOR PROTECTION.
C. PROTECTIVE BARRIER. BEFORE DEVELOPMENT, LAND CLEARING GRADING FILLING OR ANY LAND ALTERATION,
THE APPLICANT SHALL:
1. ERECT AND MAINTAIN READILY VISIBLE TEMPORARY PROTECTIVE TREE FENCING ALONG THE LIMITS OF
DISTURBANCE WHICH COMPLETELY SURROUNDS THE PROTECTED AREA OF ALL RETAINED TREES, GROUPS
OF TREES, VEGETATION AND NATIVE SOIL. TREE PROTECTIVE FENCING SHALL BE A MINIMUM HEIGHT OF
THREE FEET, VISIBLE AND OF DURABLE CONSTRUCTION, ORANGE POLYETHYLENE LAMINAR FENCING IS
ACCEPTABLE.
2. INSTALL HIGHLY VISIBLE SIGNS SPACED NO FURTHER THAN 15 FEET APART ALONG THE ENTIRETY OF THE
PROTECTIVE TREE FENCING. SAID SIGN MUST BE APPROVED BY THE DIRECTOR AND SHALL STATE, AT A
MINIMUM, "TREE AND SOIL PROTECTION AREA, ENTRANCE PROHIBITED, " AND PROVIDE THE CITY PHONE
NUMBER FOR CODE ENFORCEMENT TO REPORT VIOLATIONS.
J. PROHIBIT EXCAVATION OR COMPACTION OF SOIL OR OTHER POTENTIALLY DAMAGING ACTIVITIES WITHIN
THE BARRIERS, • PROVIDED, THAT THE DIRECTOR MAY ALLOW SUCH ACTIVITIES APPROVED BY A QUALIFIED
PROFESSIONAL AND UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL RETAINED AND PAID FOR
BY THE APPLICANT.
4. MAINTAIN THE PROTECTIVE BARRIERS IN PLACE FOR THE DURATION OF THE PROJECT UNTIL THE
DIRECTOR AUTHORIZES THEIR REMOVAL.
5. ENSURE THAT ANY APPROVED LANDSCAPING DONE IN THE PROTECTED ZONE SUBSEQUENT TO THE
REMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED WITH MACHINERY FROM OUTSIDE THE PROTECTED
ZONE OR BY HAND.
6. LIMIT THE TIME PERIOD THAT THE CRITICAL ROOT ZONE IS COVERED BY MULCH, PLYWOOD, STEEL
PLATES OR SIMILAR MATERIALS, OR BY LIGHT SOILS, TO PROTECT THE TREES CRITICAL ROOT ZONE.
7. IN ADDITION TO THE ABOVE, THE DIRECTOR MAY REQUIRE THE FOLLOWING.
A. IF EQUIPMENT IS AUTHORIZED TO OPERATE WITHIN THE PROTECTED ZONE, THE SOIL AND CRITICAL
ROOT ZONE OF A TREE MUST BE COVERED WITH MULCH TO A DEPTH OF AT LEAST SIX INCHES OR
WITH PLYWOOD, STEEL PLATES OR SIMILAR MATERIAL IN ORDER TO PROTECT ROOTS AND SOIL FROM
DAMAGE CAUSED BY HEAVY EQUIPMENT.
B. MINIMIZE ROOT DAMAGE BY HAND -EXCAVATING A TWO -FOOT -DEEP TRENCH, AT EDGE OF CRITICAL
ROOT ZONE, TO CLEANLY SEVER THE ROOTS OF TREES TO BE RETAINED. NEVER RIP OR SHRED
ROOTS WITH HEAVY EQUIPMENT.
C. CORRECTIVE PRUNING PERFORMED ON PROTECTED TREES IN ORDER TO AVOID DAMAGE FROM
MACHINERY OR BUILDING ACTI VI TY.
D. MAINTENANCE OF TREES THROUGHOUT CONSTRUCTION PERIOD BY WATERING AND FERTILIZING.
D. GRADE.
1. THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE CRITICAL ROOT ZONE OF TREES TO BE
PRESERVED WITHOUT THE DIRECTOR S AUTHORIZATION BASED ON RECOMMENDATIONS FROM A QUALIFIED
PROFESSIONAL. THE DIRECTOR MAY ALLOW COVERAGE OF UP TO ONE-HALF OF THE AREA OF THE
TREES CRITICAL ROOT ZONE WITH LIGHT SOILS (NO CLAY) TO THE MINIMUM DEPTH NECESSARY TO
CARRY OUT GRADING OR LANDSCAPING PLANS, IF IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE.
AERATION DEVICES MAY BE REQUIRED TO ENSURE THE TREES SURVIVAL.
2. IF THE GRADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT IT COULD SLOUGH OR ERODE
INTO THE TREES CRITICAL ROOT ZONE, I T SHALL BE PERMANENTLY STABILIZED TO PREVENT SOIL
EROSION AND SUFFOCATION OF THE ROOTS.
J. THE APPLICANT SHALL NOT INSTALL AN IMPERVIOUS SURFACE WITHIN THE CRITICAL ROOT ZONE OF ANY
TREE TO BE RETAINED WITHOUT THE AUTHORIZATION OF THE DIRECTOR. THE DIRECTOR MAY REQUIRE
SPECIFIC CONSTRUCTION METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREES
SURVIVAL AND TO MINIMIZE THE POTENTIAL FOR ROOT -INDUCED DAMAGE TO THE IMPERVIOUS SURFACE.
4. TO THE GREATEST EXTENT PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED OUTSIDE OF THE CRITICAL
ROOT ZONE OF TREES TO BE RETAINED. THE DIRECTOR MAY REQUIRE THAT UTILITIES BE TUNNELED
UNDER THE ROOTS OF TREES TO BE RETAINED IF THE DIRECTOR DETERMINES THAT TRENCHING WOULD
SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES SURVIVAL.
5. TREES AND OTHER VEGETATION TO BE RETAINED SHALL BE PROTECTED FROM EROSION AND
SEDIMENTATION. CLEARING OPERATIONS SHALL BE CONDUCTED SO AS TO EXPOSE THE SMALLEST
PRACTICAL AREA OF SOIL TO EROSION FOR THE LEAST POSSIBLE TIME. TO CONTROL EROSION, IT IS
ENCOURAGED THAT SHRUBS, GROUND COVER AND STUMPS BE MAINTAINED ON THE INDIVIDUAL LOTS,
WHERE FEASIBLE.
6. THE DIRECTOR MAY APPROVE THE USE OF ALTERNATIVE TREE PROTECTION TECHNIQUES IF THOSE
TECHNIQUES PROVIDE AN EQUAL OR GREATER DEGREE OF PROTECTION THAN THE TECHNIQUES LISTED IN
THIS SUBSECTION.
E. DIRECTIONAL FELLING. DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES
DESIGNATED FOR RETENTION.
TESC NOTE
INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
APPROVED PLANS, EDMONDS STANDARD DETAILS, AND THE
SWPPP. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND
ADJUSTMENTS TO TESC MEASURES AS NEEDED.
CB INLET PROTECT/ON NOTE
CATCH BASIN INLET PROTECTION SHALL BE INSERTED AND
MAINTAINED ON ALL NEWLY CONSTRUCTED CATCH BASINS
THROUGHOUT THE SITE IMMEDIATELY AFTER INSTALLATION.
FILTER FABRIC FENCE NOTE
ADDITIONAL FILTER FABRIC FENCING SHALL BE ADDED AS
NEEDED. FENCING TO BE INSTALLED PER CITY OF EDMONDS
STD DETAIL ER-900 (SEE DETAIL THIS SHEET).
LOT 1
PLAT OF
SEA VIEW PINES
NO. 2
VOL. 39, PG, 170
F/L TER FABRIC
FENCE (TYP)
27041800303300
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SW 114, SEC. 18, T.27N., R.4E., W.M.
CITY OF EDMONDS
S.P. NO. S-31-78
LOT 3 I LOT 1 A,F,#7807270284
L/M/TS OF
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(TYP)
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-TREE PROTECTION ; EXISTING SHED
FENCING TO BE REMOVED
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TREE PROTECTION NOTE '
NO TREES SHALL BE REM9VED OR DISTURBED AS PART OF, THE
DEMOLITION PERMIT WORK TREE PROTECTION IS I REQUIRED / BY THE
CITY OF EDMONDS DURING\\DEMOLITION UNDER 7/-//S PERM/T. TREE
PROTECTION SHALL BE PR6VIDED ACCORDING TO THE TREE
PROTECTION NOTES & DETAILS SHOWN ON THIS SHEET.
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- - - -� FENCING
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27041800300400
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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.
2" 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
IavFAABRICTO PPORT FILTER
BURY BOTTOM OF FILTER
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
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
T" PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
cst- 189� APPROVED BY: R. ENGLISH ER-900
1
1L TER FABRIC
FENCE YP)
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OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
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EXISTING TREES I W I I n I �` J
TO REMAIN (TYP) I I II
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Locate tree protection fence 15' from the
►face of trunk for retained Tree #2 4/14/22
EX HOUSE /� II N
TO REMAIN / 8"x4 I I II I TREE PROTECTION
FENCING
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VICINITY MAP
SCALE: 1" = 2000'
SCALE.1" = 20'
0 10 20 40
PROJECT TEAM
34"
PROPOSED CB OWNER / APPLICANT
-SS� II 'PROTECTION (TYP) SELECT HOMES
16531 13TH AVENUE W. #A 107
II I L YNNWOOD, WASHINGTON 98037
(425) 742-6044
/ ! I EMAIL: KAYLA. CLARK@OUTLOOK. COM
N I CONTACT: KAYLA CLARK
II I I SURVEYOR
II I I PACIFIC COAST SURVEYS, INC.
PO BOX 13619
\ II I I MILL CREEK, WA 98082
CONTACT. DARREN J. RIDDLE
�/Trirrirr/Trir/� I J I I I II I SITE DATA
SITE ADDRESS:
1 II
3 I u I TAX PARCEL ID NUMBER:
CONSTRUCT STABILIZED N
TEMPORARY CONSTRUCTION
ENTRANCE AT EXISTING /
CIVIL ENGINEER
RAM ENGINEERING, INC.
Ill 13TH AVE W, SUITE A 108
L YNNWOOD, WA 98037
(425) 678-6960
EMAIL: ROBL@RAMENGINEERINGINC.COM
CONTACT.- ROB L. LONG, PE
19508 88TH AVE W
EDMONDS, WA 98026
27041800303400
27041800300300 DRI VEWA Y I I ,-,\ LEGAL DESCRIPTION
PARCEL A:
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING I 13r. 1 I THE EAST 90 FEET OF THE SOUTH 134.76 FEET OF THE FOLLOWING DESCRIBED TRACT.
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY ALL THAT PORTION OF GOVERNMENT LOT 4 SECTION 18 TOWNSHIP 27 NORTH RANGE 4
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
_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.
*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
Fst. 189� APPROVED BY: R. ENGLISH ER-901
PROJECT
SIZE
MIN LENGTH OF (FEET)
QUARRY SPALLS*
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
100
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
CATCH BASIN
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
CITY OF EDMONDS TEMPORARY JANUARY 2018
SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
s t 189� APPROVED BY: R. ENGLISH E R - 9 02
EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18,
THENCE SOUTH 89'4227" EAST ALONG THE SOUTH LINE 1039.92 FEET TO THE EAST LINE
OF SAID LOT 4;
THENCE NORTH 00'50'00" EAST ALONG SAID EAST LINE 174.76 FEET;
THENCE WEST 20 FEET TO THE WEST MARGIN OF COUNTY ROAD AND THE SOUTHEAST
CORNER OF THE TRACT HEREIN DESCRIBED AND THE TRUE POINT OF BEGINNING;
THENCE NORTH 00'50'00" EAST ALONG THE WEST MARGIN OF SAID ROAD 154.76 FEET,•
THENCE WEST 271.41 FEET,•
THENCE SOUTH 154.75 FEET,•
THENCE EAST 269.16 FEET TO THE TRUE POINT OF BEGINNING.
PARCEL B.
ALL THAT PORTION OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP 27 NORTH, RANGE 4
EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18,
THENCE SOUTH 89'4227" EAST ALONG THE SOUTH LINE 1039.92 FEET TO THE EAST LINE
OF SAID LOT 4;
THENCE NORTH 00'50'00" EAST ALONG SAID EAST LINE 174.76 FEET;
THENCE WEST 20 FEET TO THE WEST MARGIN OF COUNTY ROAD AND THE SOUTHWEST
CORNER OF THE TRACT HEREIN DESCRIBED AND THE TRUE POINT OF BEGINNING;
THENCE NORTH 00'50'00" EAST ALONG THE WEST MARGIN OF SAID ROAD 154.76 FEET;
THENCE WEST 271.41 FEET;
THENCE SOUTH 154.75 FEET,•
THENCE EAST 269.16 FEET TO THE TRUE POINT OF BEGINNING,
EXCEPT THE EAST 90 FEET OF THE SOUTH 134.76 FEET THEREOF.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BASIS OF BEARINGS
THE MONUMENTED CENTERLINE OF 88TH AVE. W., AS THE BEARING OF N 00'52'15" E.
BENCH MARK
FOUND CASED CONC. MON. ON CENTERLINE, 88TH AVE. W.
ELEVATION : 368.44 (PER GPS OBSERVATIONS)
DA TUM : NA VD 88
SURVEYOR NOTES
1. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WHOSE NAMES
APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED THIRD PARTIES
WITHOUT EXPRESS RECERTIFICATION BY THE LAND SURVEYOR OF RECORD.
2. BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS, OWNERSHIP
LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED.
BLD2022-0421 DEMO PERMIT
PLN2021-0021
Know whatilis below.
Gall before you dig.
APPROVED FOR CONSTRUCT/ON
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: - --- ^ -- - ' 7TED
14/12/2022
BY
CITY ENGINEERING DIVISION
ENGINEERING, INC.
Civil Engineering / Land Planning
RAMI
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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RECEIVED
Mar 31 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
3/3D/ZZ
ENGINEER:
ROB L. LONG, PE
DRA WN BY.•
MIKE MORRIS
ISSUE DATE: SCALE.•
3/30122 AS NOTED
JOB NO:
21-001
SHEET
DM-01
SH T 1 OF 1