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AT THE PROPERTY LINE AND
MARKED W/TH A 2X4 STAKE.
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EXISTING TREES
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00450700300004 / /' / i i / /' TREE PROTECTION �/ SHED � OBE 17,i ;' I _I
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/ , . / , / / \ I REMOVED I
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"40�` / / /
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- / ; / I ► / NOTE. \ DURING DEMOLI.1.76N .... ..:....I ......::........::..... .
ALL ONSI7E IMPROVEMENTS TO - ' Ji...........l
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BE REUZWED. NO TREES SMALL I I l
- FILTER FABRIC
BE REMOLD AS PART OF - L - J I
DEMOL1770N`QERMI T. FENCE (TYP) I i
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EX/STING POWER POLE I EX/STING OVERHEAD
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00450700300007 SP 292(7-77)
(AFN 7804040281)
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TREE PROTECT/ON MEASURES
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HAUL ROUTE / VICINITY MAP
SCALE. 1' = 2000'
PERMANENT SITE RESTORATION
REQUIRED PRIOR TO FINAL OF DEMO
PERMIT UNLESS CIVIL CONSTRUCTION
PLANS FOR THE SHORT PLAT HAVE BEEN
ISSUED AND CONSTRUCTION HAS
BEGUN.
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PROPOSED CB
PR07EC77ON (TIP)
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TO BE REMOVED SP 95-104$9 ,; .... rr . /.I
FIL TER FABRIC _ - -
AFi1t 9ti01'I7S002) .: ANY DAMAGE TO ROAD
LOT 2 I FENCE (TIP) : I.: I SHALL BE RESTORED TO
00450700300012 CITY STANDARDS AS
- - - - - - - - EXISTING WATER METER TO BE REMOVED. I I DETERMINED BY THE CITY
(EXISTING WA 7ER ME7ER SHALL BE I k I I ENGINEERING INSPECTOR
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 ACTIVTY, A PRECONSTRUCTION MEETING SHALL BE HELD ON
SITE WITH THE PERM/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,'
3. 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.
3. 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 ACTIVITY.
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 DIRECTORS 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 /T WILL NOT IMPERIL THE SURVIVAL OF THE TREE.
AERATION DEVICES MAYBE REQUIRED TO ENSURE THE TREES SURVI VAL.
2. IF THE GRADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT I COULD SLOUGH OR ERODE INTO THE TREES CRITICAL ROOT ZONE, IT SHALL BE PERMANENTLY
STABILIZED TO PREVENT SOIL EROSION AND SUFFOCATION OF THE ROOTS.
3. 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 UTILIT/ES 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.
RETAINED UN77L NEW ME7ER /S INSTALLED.HOSE SPI f 11
FOR USE/GOT DURING CONSTRUCTION.) TALLED
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL-/ 8.
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
TO SUPPORT FILTER
FABRIC
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
PUBLIC WORKS STANDARD
DEPARTMENT DETAI L
FSt. 1g9�) APPROVED BY: R. ENGLISH ER-900
FILTER SOCK WITH
OVER FLOW HOLES
(n'P)
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
Fs/ 1800 APPROVED BY: R. ENGLISH ER-902
SCALE. 1" = 20'
0 10 20 40
PROJECT TEAM
OWNER / APPL/CANT
SELECT HOMES
8304 212TH ST SW
EDMONDS, WA 98026
(425) 742-6044
EMAIL: KAYLA.CLARK@OUTLOOK.COM
CONTACT- KAYLA CLARK
SURVEYOR
PACIFIC COAST SURVEYS, INC.
PO BOX 13619
MILL CREEK WA 98082
425 512- 7099
CONTACT. DARREN J. RIDDLE PLS
SITE DA TA
SITE ADDRESS:
TAX PARCEL ID NUMBER.
TOTAL SITE AREA:
EXISTING ZONING.
CIVIL ENGINEER
ENGINEERING, INC.
Civil Engineering / Land Planning
RAM
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
MINNOW -PHONE: (425) 678-6960
INTERSTATE 5 WWW.RAMENGINEERINGINC.COM
RAM ENGINEERING, INC.
19109 367H AVE W, SUITE 100
LYNNWOOD, WA 98036
(425) 678-6960
EMAIL: ROBL@RAMENGINEERINGINC.COM
CONTACT.' ROB L. LONG, PE
22214 98TH AVE W
EDMONDS, WA 98020
00450700300002
42,957 SF (0.99 AC)
RS-8
LEGAL DESCRIPTION
PER SUBDI WS/ON GUARANTEE 500125015C - REV 2 DATED 10.24.22
THAT PORTION OF THE EAST HALF OF THE NORTH HALF OF TRACT 3,
FOURTNER S HOMESTEAD PLAT, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 1 OF PLATS, PAGE 97, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON,'
DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF THE EAST HALF OF THE
NORTH HALF OF SAID TRACT 3,•
THENCE NORTH 88'16'45" WEST 374 FEET'
THENCE NORTH 2441'07" EAST 180.25 FEET'
THENCE SOUTH 8876'45" EAST 212.0 FEET;
THENCE SOUTH 01 09'04" WEST 145.97 FEET'
THENCE SOUTH 8876'45" EAST 90 FEET,•
THENCE SOUTH 01 05'30" WEST TO THE POINT OF BEGINNING;
SITUATED IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
APPROVED BY PLANNING
iz 7c
Nov 27 2023
TESC NOTES
1. TEMPORARY EROSION CONTROL WILL BE REQUIRED BY CITY OF
EDMONDS PRIOR TO, DURING AND POST DEMOLI770N.
2. THE S7REET IS TO BE CLEAN OF DEBRIS, VEGETA 77ON, AND
GARBAGE AT ALL TIMES.
3. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2022
SWMMWW BMP T5.13.
CB INLET PROTECTION NOTE
CATCH BASIN INLET PR07EC77ON SHALL BE INSERTED AND
MAINTAINED ON ALL NEWLY CONSTRUC7ED CATCH BASINS
THROUGHOUT 7HE S17F IMMEDIATELY AF7ER INSTALLA RON.
FIL TER FABRIC FENCE NOTE
ADD177ONAL FIL 7ER FABRIC FENCING SHALL BE ADDED AS NEEDED.
FENCING TO BE INSTALLED PER CITY OF EDMONDS STD DETAIL ER-900
ON TV/S SHEET.
EXISITNG IMPERIOUS SURFACE REMOVED
BUILDINGS (HOUSE & BUILDING) 1,800 SF
GRA VEL DRI VEWA Y 2,000 SF
TOTAL IMPERVIOUS AREA REMOVED 3,800 SF
1
Know what's below.
Call before you dig.
ELD 202 3-1188
APPROVED FOR CONSTRUCT/ON
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
1 /29/2023
BY
CITY ENGINEERING DIVISION
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BLD2023-1188
RESUB O
Nov 08 2023 6
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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ENGINEER:
ROB L. LONG, PE
DRAWN BY. -
MIKE MORRIS
ISSUE DATE.• SCALE.•
918123 AS NOTED
JOB NO:
21-011
SHEET.•
DM-01
SHT 1 OF 1