APPROVED ENG BLD2021-1686+Site_Plan+4.7.2022_9.32.28_AM+27878162" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
0
N
NATIVE BACKiFILL 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
7 FILTRATION SYSTEMS
4- �m PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fsf 159� APPROVED BY: R. ENGLISH ER-900
O
O
0 DO
00 O
O 0
O
q FILTER SOCK WITH J
OVER FLOW HOLES
(n'P)
•4 d. .
•d
a ..
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
CATCH BASIN
t 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.
'
' - CITY OF EDMONDS
TEMPORARY
SEDIMENT TRAP
REVISION DATE
JANUARY 2018
STANDARD
PUBLIC WORKS
FOR CATCH BASINS
DEPARTMENT
DETAIL
Fsf 159�
ER-902
APPROVED BY: R. ENGLISH
NE 1/4, SEC 19, TWP 27N, RGE 4E, W.M.
203RD ST SW SHORT PLAT
DEMOLITION PLAN
i I II I I PROPOSED CB PROTECTION (TYP)
(SEE COE DETAIL ER-902 ON SHT DT-02) I EX SSMF
-= - �— f���- / / ---- �— — --------- TOP
8" CONCONL
r---—SD--�—SD _ ® — --- -- ---
�_ — — — G— �� — SID— SD ���----------- I yVM
—SS—--SS----� - �� G---- __ __
SS— — G---=---G— _ __ i
iS— — — — SS— SS— — =S - G S$�— G SS SS—
_ 2_03RD ST SW
L--SD —y—SOT---SD--- LSD ----SD-
I W---/ W——W---TW— --W --�W-- W----W—--W---
--�---- �—
Applicant shall repair/replace all I WATER SERVICE TO BE CUTIMM
& CAPPEQ AT THE METER -
damage to utilities or frontage I & YARD K)VRANT OR HOSE
improvements in City right-of-way SPIGOT WITH A4 V TO BE - A
per city standards that is caused or I INSTALLED _ ° ' ,CUT & CAP
LINE
occurs during the permitted project. '� I EX CONCRETE ° ° ° °
/ ° ° ° � WITH A GRIPPER TWIST PLUG
TO BE
E i EX GRAVEL -� REMO ED d EX(ST/NG SIDE SEWER DROEBE Y �, TO BE REMOVED FROM
/ - HOUSE TO ROW LINE
\ I , REMOVED I
EXISTING TREES TO
REMAIN (TYP)
NOTE.• F — i'�/�� / �r �77J7�� I578 R tain existing rock retaining wall, install
ALL ONS/TE IMPROVEMENTS TO I I I �i �{ �I-� � / tr�e protection fence west/below the
I I I Vx'� /7,77/7/77// I 9 e Isting rock retaining wall.
BE REMOVED. NO TREES SHALL I I I I I �/ \ 1
g
BE REMOVED AS PART OF \ EX HOUSE \ LIMITS OF
%' DISTUBANCE
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
TREE PROTECTION SHALL BE PROVIDED ACCORDING
TO THE TREE PROTECTION NOTES & DETAILS
SHOWN ON THIS SHEET.
i I
i
� I
I I �
I
i I
u
P
\ I .
EXISTING TREES TO j C
REMAIN (TYP)
I
I
7///
/ I
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATINGIC
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT. \,
TREE 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
PRECONS TRUC TION MEETING SHALL BE HELD ON SITE WITH THE PERMITTEE 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.
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
REMO VAL.
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 8Y 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.
77777T7111�
/ � 1
708
591
Sv
� 590
703 58911 s V
—x— —.
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, 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 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.
LOT 1
_-- FIL TER FABRIC FENCE (TYP)
(SEE COE DETAIL ER-900 ON
THIS SHT
SHORT PLAT S-99-167
A, F. NO, 200007055001
L —
TREE PROTECTION
FENCING MAY BE REQD
LOT 2
N
SCALE I" = 20'
0 10 20 40
-----------------
h I -4-- l 3 192ND PL SW
1967hLLST SW '1 _ 37 �� L 196TH ST SW 3�
3
of �Imo_
cyWL_ 200TH ST SW I Co. ��_� �D DO ST S
CL I rt
w
20i2ND ST sw I I —I __-r„ sr sw
12Q3TRD ST SW
` 2 1MT � ■ 2 4TH ST SW
1 3� 2
99
n PO 7HTS� � 4
-�� SITE
I I 208TH Sr SW
� � 3
21CITH ST ISW
N
/ M
2 12TH ST S T ��
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
PROJECT TEAM
OWNER I APPLICANT
SELECT HOMES
16531 13TH AVENUE W. #A 107
LYNNWOOD, WASHINGTON 98037
(425) 742-6044
EMAIL: KAYLA.CLARK@OUTLOOK.COM
CONTACT: KAYLA CLARK
SURVEYOR
PACIFIC COAST SURVEYS, INC.
PO BOX IJ619
MILL CREEK, WA 98082
(425) 512- 7099
CONTACT: DARREN J. RIDDLE
SITE DATA
VICINITY MAP
SCALE.- 1- = 2, 000'
CIVIL ENGINEER
RAM ENGINEERING, INC.
16531 13TH AVE W, SUITE A 108
LYNNWOOD, WA 98037
(425) 678-6960
EMAIL: ROBL @RAMENGINEERINGINC. COM
CONTACT: ROB L. LONG, PE
SITE ADDRESS: 7918 203RD ST SW
EDMONDS, WA 98026
TAX PARCEL ID NUMBER: 27041900112700
LEGAL DESCRIPTION
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 IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON.
BASIS OF BEARINGS
THE MONUMENTED CENTERLINE OF 76TH AVE. W., AS THE BEARING OF N 002934" E.
BENCH MARK
3" BRASS SURFACE MON. W1 X" AT THE INTERSECTION OF 203RD ST. S.W. & 76TH AVE. W.
PER GPS OBSERVATIONS
ELEVATION : 432.01
DA TUM : NA VD 88
EX/S/TNG IMPERIOUS SURFACE REMOVED
BUILDINGS (HOUSE & BUILDING) 1, 700 SF
ASPHALT DRIVEWAY, CONC WALK, ETC 3,600 SF
TOTAL IMPERVIOUS AREA REMOVED 5,300
TESC NOTES
1. TEMPORARY EROSION CONTROL WILL BE REQUIRED BY CITY OF EDMONDS PRIOR TO,
DURING AND POST DEMOLI710N.
2. 77-IE STREET IS TO BE CLEAN OF DEBRIS, VEGETA 710N, AND GARBAGE A T ALL TIMES.
CB INLET PROTECTION NOTE
CATCH BASIN INLET PROTECTION SHALL BE INSERTED AND
MAINTAINED ON ALL NEWLY CONSTRUCTED CATCH BASINS
7HROUGHOU T 7HE SITE IMMEDIATELY AFTER INSTALLATION.
FIL TER FABRIC FENCE NOTE
ADDITIONAL FILTER FABRIC FENCING SHALL BE ADDED AS NEEDED. FENCING TO BE
INSTALLED PER CITY OF EDMONDS S7D DETAIL ER-900 (SEE DETAIL ON SHEET DT-02).
Know what's below.
Gall before you dig.
BLD2021-1686
~110212
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE. 4/19/2022
BY*
RAMI
ENGINEERING, INC.
Civil Engineering / Land Planning
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
z
Z
CA
go wA�V l�
d
h,E36508 �9 W
1� CISTER
\` IONTAT .
X/JOC/JOf
ENGINEER:
ROB L. LONG, PE
DRA WN BY.•
MIKE MORRIS
ISSUE DATE: SCALE.•
1211 J121 AS NOTED
JOB NO:
20-020
SHEET
DM-0 1
SH T I OF