APPROVED PLN ENG RESUB 1-BLD2023-0509+Site_Plan+6.19.2023_4.02.10_PM+3617554TREE PROTECTION NOTES
1. ANY WORK INSIDE THE DRIP LINES OF EXISTING TREES MUST TAKE PLACE /N 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
PRECONSTRUC77ON 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,
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. PROH/B/ T EXCA VA T/ON OR COMPA C T/ON OF SOIL OR O THER PO TEN T/ALL Y DAMA G/NG A C T/ W TIES M THIN THE BARRIERS, • PRO V/DED, THA T
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.
Z 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 IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE. AERATION DEVICES
MAY BE REQUIRED TO ENSURE THE TREES SUR VI VAL.
2. IF THE GRADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT IT COULD SLOUGH OR ERODE INTO THE TREES CRITICAL ROOT
ZONE, IT 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 UTIL177ES 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 AL7ERNA77VE TREE PROTECTON TECHNIQUES IF THOSE TECHNIQUES PROVIDE AN EQUAL OR
GREA7ER DEGREE OF PROTECTION THAN THE TECHNIQUES LIS7ED IN THIS SUBSECTION.
E. DIRECTIONAL FELLING. DIRECTI0NAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED FOR RETENTION.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(n'P)
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 I
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
TEMPORARY
SEDIMENT TRAP
FOR CATCH BASINS
APPROVED BY: R. ENGLISH
CB INLET PROTECTION NOTE
CATCH BASIN INLET PROTECTION SHALL BE INSERTED AND
MAINTAINED ON ALL NEWLY CONSTRUCTED CATCH BASINS
THROUGHOUT 77-IE S17F /MMED/A TEL Y AFTER /NSTALLA RON. F/L TER
SOCKS SHALL BE INSTALLED TO ANY CATCH BASINS DOWNSTREAM
OF 7HE CONSTRUCTION S17E PER CITY OF EDMONDS STD DETAIL
ER-902 (SEE DETAIL, THIS SHEET).
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).
EXISTING IMPERIOUS SURFACE REMOVED
BUILDINGS (HOUSE & BUILDING) 1,950 SF
ASPHALT DRIVEWAY, CONC WALK, ETC 3, 000 SF
TOTAL IMPERVIOUS AREA REMOVED 4,950 SF
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-902
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
RESTORATION NOTE
ANY DAMAGE TO ROAD OR FRONTAGE IMPROVEMENTS SHALL
BE RESTORED TO CITY STANDARDS AS DETERMINED BY THE
CITY ENGINEERING INSPECTOR.
SIDE SEWER NOTE
IF THERE IS AN AC77VE BUILDING PERMIT APPLICATION UNDER
REVIEW AND THE EXISTING SIDE SEWER IS PROPOSED TO BE
RE —USED, THE LINE MUST BE CUT AND CAPPED A MINIMUM
OF 20' FROM EXISTING AND/OR PROPOSED FOUNDATION,
WHICHEVER IS CLOSEST TO 7HE PROPERTY LINE.
TESC NOTES
1. TEMPORARY EROSION CONTROL WILL BE REQUIRED BY CITY
OF EDMONDS PRIOR TO, DURING AND POST DEMOLITION.
2. THE S7REET IS TO BE CLEAN OF DEBRIS, VELETA 77ON, AND
GARBAGE AT ALL TIMES.
NE-1/4, SW1/4, SEC 24, TWP 27N, RGE 3E, W.M.
840 DA EY STREET
SCALE. 1" = 10'
0 5 10 20
jiALL& Y �� GRAVEL
—SS----SS---=35---,--�S_ SS---- SSsis— --SS--—SS----SS --
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALLON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
ALL EXPOSED SURFACES TO
BE COVERED WITHIN 2 DAYS
TREE NOTE
THERE ARE NO SIGNIFICANT TREES ONS17E
C ity
tuilding
Ut diW"1----
ANDS BL
Department�OL. 2, I PG. 39
Work.
Address
Owner
----------
DEMO EXISTING SFR
840 DALEY ST
------------------
TANG
Approved Date; L.
Building Official'.
-----------------------------------------------------
--------.
Permit Number;
.-----------------------------------
BLD2023-0509
81
a---------------
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Zone Corner
N_ Flag N-
Setbacks: Required
Actual
Front • 5' :
N/A
------�- ;
Sides _ __5 ____,
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_
Rear--�-5---�
NSA
----------
__ _ _'
Other
N�A
-------------
Height __2__
NSA
PUGET SOUND
DALEY S o
,11 — SPRAGU ST
- EDMONDS ST a
BELL ST
- `ST
MAIN ST
DAYTON ST
DAYTON ST
MAPLE
ALDER ST
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VICINITY/ HAUL ROUTE MAP
NOT TO SCALE
PROJECT TEAM
OWNER/APPLICANT
PETER AND JIA TANG
648 BELL STREET
EDMONDS, WA 98020
(206)372-2584
�Y All; 1 4To];i
PACIFIC COAST SURVEYS, INC.
PO BOX 13619
MILL CREEK, WA 98082
(425) 512-7099
CONTACT- DARREN J. RIDDLE
CIVIL ENGINEER
RAM ENGINEERING, INC.
19109 367H AVE W, SUITE 100
L YNNWOOD, WA 98036
(425) 678-6960
CONTACT ROB L. LONG, PE
ROBL @RAMENGINEER/NGINC. COM
LEGAL DESCRIPTION
LOT 10, 11 AND THE WEST HALF OF LOT 12 /N BLOCK 81 OF CITY OF EDMONDS,
ACCORDING TO THE PLAT THEREOF RECORDED /N VOLUME 2 OF PLATS AT PAGE 39, IN
SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BASIS OF BEARING
NORTH 773220" EAST BETWEEN TWO FOUND MONUMENTS AS SHOWN.
DATUM/BENCHMARK
EDMONDS (M.L.L.WI
RAILROAD SPIKE IN EAST FACE OF POWER POLE ON THE NORTH SIDE OF GLEN ST.
PER EDMONDS CREEKS/DE CONDO PH. 1.
ELEVATION = 76.89'
SURVEY REFERENCES
(R1) RECORD OF SURVEY — AFN 201206225002
(R2) PLA T OF CITY OF EDMONDS — VOL. 2, PG. 39
(R3) EDMONDS CREEKSIDE (PHASE 1) CONDO — AFN 9006285011
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. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT
AND DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS,
AND OCCUPATION WHICH MAY ENCUMBER T17LE OR USE OF SUBJECT PROPERTY.
SITE DA TA
SITE ADDRESS. • 840 DALEY ST, EDMONDS, WA 98020
TOTAL SITE AREA: 8,201 SF (0.19 AC)
EXISTING ZONING. • RS-6
APPROVED BY PLANNING
Jun 20 2023
0
Know what's below.
CBII before you dig.
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2023-0509
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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APPROVED FOR CONSTRUCT/ON
CITY OF EDMONDS_
DATE:
07/03/2023
BY
CITY ENGINEERING DIVISION
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ENGINEER:
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ROB L. LONG, PE
DRAWN BY.•
BRIAN CLARK
ISSUE DATE.• SCALE.
6/19/23 AS NOTED
JOB NO:
23-002
SHEET.•
DM-01
SHT
1
OF
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