APPROVED ENG PLN RESUB1 BLD2024-0265+Site_Plan+5.9.2024_11.29.20_AM+42471582" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
N
NATIVE BACKFILL MATERIAL
8"
o
I
N
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
L BURY BOTTOM OF FILTER
N MATERIAL 8" TO 12"
6' MAX
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
FSt. p
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
S t . lagc
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
STANDARD
D ETAI L
APPROVED BY: R. ENGLISH E R— 9 0 0
SIN
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(nP)
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
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
TEMPORARY
SEDIMENT TRAP
FOR CATCH BASINS
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
D ETAI L
ER-902
SW1/4, SW1/4, SEC 24, TWP 27N, RGE 3E, W.M.
648 WALNUT STREET
DEMOLITION PLAN
SCALE. 1" = 20'
0 10 20 40
I I I
I I I I
I I
I I I
I I
p W---I—W
W— -f--W--/--W—IL-- /
EXISTING SEWER SERVICE— — -
__ I SHALL BE CUT & CAPPED
AT THE EASEMEl�7lNE WALNUT STREET // / / '
—SS--- / /
/ / / / /
CB PROTECTION P CITY OF
— —SD 7-�
❑ EDMONDS STD DW NO. ER-902(SEE DETA/L THIS HT) EXIST TING SEWER SERVICEx\ i TO BE REMOVED FROM IN N 3
HOUSE TO PROPERTY LINE
�_�_ I � I W I
I I ' FILTER FABRIC FENCE PER CtW OF
EDMONDS STD DWG NO. ER1900 I EXISTING �,' I ABV TO BE INSTALLED
I (SEE DETAIL ON SHT DT-Ol) I II FENCE TO \ I BEHIND THE METER
I BE REMOVED I
I
CONSTRUCT STABILIZED TEMPORARY
CQNSTRUCTION ENTRANCE PER CITY
Of� EDMONDS STD DWG NO ER-901
I / I (SEE DETAIL ON SHT DT-Ol)
TREE PROTECTION NOTES ► I Tol BE REMOVEDL I ; I; j I 0043420930170L
I i I EXISTING i Tf EE PROTECTION FENCING AS REQb.
WITH ANY WORK INSIDE THE DRIP LINES OF EXISTING TREES MUST TAKE PLACE /N 'HOUSE TO
ACCORDANCE ECDC 23.10.070. I ; I I '` I BE REMOVED I PER THE ARBOR/ST REPORT, IF THE
1 I EXISTING FOUNDATION /S REMOVED,
TREE PROTECTION MEASURES DURING DEVELOPMENT. `� I :.::.:` j I THE TREE WILL FALL OVER AS /T
f — — — — — — !� RELIES ON IT FOR SUPPORT.
A. PRECONSTRUCTION MEETING REQUIRED. PRIOR TO THE COMMENCEMENT OF ANY `
PERMITTED CLEARING AND GRADING ACTIWTY, A PRECONSTTUCT/ON MEE7NG SHALL
BE HELD ON SITE WITH THE PERMI TTEE AND APPROPRIATE CITY STAFF. THE PROJECT
SITE SHALL I P CEL A I \ \ /1 i�j, '/co
BE MARKED /N THE FIELD AS FOLLOWS. L_ — — _j / /1_ /� ; �f
1. THE EXTENT OF CLEARING AND GRADING TO OCCUR, • I ` Xk
2. DELINEATION AND PROTECTION OF ANY CRI77CAL AREAS AND CRITICAL AREA _ — o�
BUFFERS W/TH CLEARING LIMIT FENCING; _ ��`L
J. FLAGGING OF TREES TO BE REMOVED AND TAGS ON TREES TO BE RETAINED; I — 4 t EXISTING GROUND
AND
4. PROPERTY LINES.//, �__3 �/
/I CONTOUR (TIP)
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, OPERA TING OR PARKING EQUIPMENT, PLACING SOLVENTS, STORING
BUILDING MATERIAL OR STOCKPILING ANY MATERIALS, OR DUMPING CONCRETE
WASHOUT OR OTHER CHEMICALS. DURING CONSTRUC77ON, 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 MIN/MUM HEIGHT OF
THREE FEET, WS/BLE AND OF DURABLE CONSTRUCTION; ORANGE POLYETHYLENE
LAMINAR FENCING IS ACCEPTABLE.
2. INSTALL HIGHLY VISIBLE SIGNS SPACED NO FURTHER 77-IAN 15 FEET APART
ALONG THE EN77RETY OF THE PROTECTIVE TREE FENCING. SAID SIGN MUST BE
APPROVED BY THE DIRECTOR AND SHALL STATE, AT A MIN/MUM, "TREE AND
SOIL PROTEC7ION 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 AC77WTIES WITHIN THE BARRIERS, • PROVIDED, THAT THE DIRECTOR
MAY ALLOW SUCH ACTIW77ES APPROVED BY A QUALIFIED PROFESSIONAL AND
UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL RETAINED AND PAID
FOR BY 77-IE APPLICANT.
4. MAINTAIN THE PRO7ECTIVE BARRIERS /N 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 77-IAT THE CRITICAL ROOT ZONE 1S COVERED BY
MULCH, PLYWOOD, STEEL PLATES OR SIMILAR MATERIALS, OR BY LIGHT SOILS,
TO PROTECT THE TREES CRITICAL ROOT ZONE.
Z IN ADDIT70N TO THE ABOVE, THE DIRECTOR MAY REQUIRE THE FOLLOWING:
A. IF EQUIPMENT IS AUTHOR/ZED 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 W1771 PLYWOOD, S7EEL PLATES OR SIMILAR MA TERIAL IN
ORDER TO PR07ECT 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 CONSTRUC77ON 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 W177-1 LIGHT SOILS (NO CLAY) TO 77-IE MIN/MUM
DEPTH NECESSARY TO CARRY OUT GRADING OR LANDSCAPING PLANS, IF IT
WILL NOT IMPERIL THE SURVIVAL OF THE TREE. AERA77ON 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
AUTHOR/ZATION OF THE DIRECTOR. THE DIRECTOR MAY REQUIRE SPECIFIC
CONSTRUCTION METHODS AND/OR USE OF AERAT70N 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 CRI77CAL ROOT ZONE OF TREES TO BE RETAINED. THE
DIRECTOR MAY REQUIRE THAT UTILI77ES BE TUNNELED UNDER THE ROOTS OF
TREES TO BE RETAINED IF THE DIRECTOR DETERMINES THAT TRENCHING WOULD
SIGNIFICANTLY REDUCE THE CHANCES OF THE 7REES SURVIVAL.
5. TREES AND OTHER VEGETA7ON TO BE RETAINED SHALL BE PROTECTED FROM
EROSION AND SEDIMENTA7RON. CLEARING OPERATIONS SHALL BE CONDUCTED
SO AS TO EXPOSE 77-IE SMALLEST PRAC7CAL AREA OF SOIL TO EROSION FOR
THE LEAST POSSIBLE TIME. TO CONTROL EROSION, I 1S ENCOURAGED T14AT
SHRUBS, GROUND COVER AND STUMPS BE MAINTAINED ON THE INDIVIDUAL
LOTS, WHERE FEASIBLE.
6. 774E DIRECTOR MAY APPROVE THE USE OF ALTERNA77VE TREE PRO TEC7ON
TECHNIQUES IF THOSE TECHNIQUES PROVIDE AN EQUAL OR GREATER DEGREE
OF PROTECTION THAN 77-IE TECHNIQUES LISTED IN 77-IIS SUBSECTION.
E. DIRECTI0NAL FELLING. DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID
DAMAGE TO TREES DESIGNATED FOR RETENT70N.
1-1
00434209301701
TREE PROTECTI0N
NOTE:
.'
FENCING AS REQD.
ALL ONS/TE IMPROVEMENTS
,\1
r'
SEE ARBOR/ST
TO BE REMOVED UNLESS
II
REPORT.
OTHERWISE N07ED
---------- %
--- —� o— — — — — — —
—
'����---------
------------------�
_
_ i
,FaCf31TNG_ C9NCRE_--------27032v082033DD'
-TO-BE REMOIVE_6-----------------------�' / /
ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER
2022 SWMMWW BMP T.5.13.
INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
APPROVED PLANS, CITY OF EDMONDS STANARD DETAILS AND
ALL OTHER MEASURES THAT MAY BE REQUIRED DURING
CONSTRUCTION.
CB INLET PROTECT/ON NOTE
CATCH BASIN INLET PROTECTION SHALL BE INSERTED AND
MAINTAINED ON ALL NEWLY CONSTRUCTED CATCH BASINS
THROUGHOUT THE S/TE IMMEDIA TEL Y AFTER INS TALLA 7I0N. FIL TER
SOCKS SHALL BE INSTALLED TO ANY CATCH BASINS DOWNSTREAM
OF THE CONSTRUCTION S17E PER CITY OF EDMONDS S7D 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 S7D DETAIL
ER-900 (SEE DETAIL, THIS SHEET).
EXISTING IMPERIOUS SURFACE REMOVED
BUILDINGS (HOUSE & BUILDING) 1,150 SF
ASPHALT DRIVEWAY, CONC WALK, ETC 850 SF
TOTAL IMPERVIOUS AREA REMOVED 2,000 SF
APPROVED BY PLANNING
May 16 2024
SIDE SEWER NOTE
IF THERE IS AN ACTIVE BUILDING PERMIT APPLICATION UNDER
REVIEW AND THE EXISTING SIDE SEWER IS PROPOSED TO BE
RE —USED, 7HE LINE MUST BE CUT AND CAPPED A MINIMUM
OF 20' FROM EXISTING AND/OR PROPOSED FOUNDATION,
WHICHEVER IS CLOSEST TO 77-IE PROPERTY LINE.
RESTORAT/ON NOTE
ANY DAMAGE TO ROAD OR FRONTAGE IMPROVEMENTS SHALL
BE RESTORED TO CITY STANDARDS AS DETERMINED BY THE
CITY ENGINEERING INSPECTOR.
TESC NOTES
1. TEMPORARY EROSION CONTROL WILL BE REQUIRED BY CITY
OF EDMONDS PRIOR TO, DURING AND POST DEMOLITION.
2. 77-IE STREET IS TO BE CLEAN OF DEBRIS, VEGETATION, AND
GARBAGE AT ALL TIMES.
VICINITY/ HAUL ROUTE MAP
NOT TO SCALE
HAUL ROUTE NOTE
SINGLE AXLE TRUCKS SHALL BE USED, NO TRAILERS
PROJECT TEAM
OWNER/APPLICANT CIVIL ENGINEER
SELECT HOMES
8304 212TH ST SW
EDMONDS, WASHINGTON 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
RAM ENGINEERING, INC.
19109 367H AVE W, SUITE 100
L YNNWOOD, WA 98036
(425) 678-6960
CONTACT- ROB L. LONG, PE
ROBL @RAMENG/NEER/NG/NC. COM
LEGAL DESCRIPTION
LOTS 15 AND 16, BLOCK 93, CITY OF EDMONDS, ACCORDING TO 77-IE PLAT RECORDED
IN VOLUME 2 OF PLATS AT PAGES 39, IN SNOHOMISH COUNTY, WASH/NGTON.
TOGETHER WITH THAT PORTION OF 77-IE NOR 7HWEST QUARTER OF 77-IE NORTHWEST
QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. DESCRIBED AS
FOLLOWS.•
BEGINNING AT A POINT 135.09 FEET WEST OF THE NORTHEAST CORNER OF SAID
NORTHWEST QUARTER OF 7HE NORTHWEST QUARTER,•
THENCE SOUTH 30 FEET,•
THENCEWEST 61.51 FEET;
THENCE N0R7H 30 FEET,•
THENCE EAST 61.37 FEET TO THE TRUE POINT OF BEGINNING.
SITUATE /N THE COUNTY OF SNOHOMISH, STATE OF WASH/NGTON.
BASIS OF BEARING
THE MONUMENTED SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 24,
TOWNSHIP 29 NORTH, RANGE 3 EAST, W.M., AS THE BEARING OF N 884525- E.
DATUM/BENCHMARK
/VA VU 00
FOUND CASED CONC. MON. W/3-1/2- BRASS DISK & 'x'. WGS SURVEY
DATA WAREHOUSE LD.#17879
ELEV. = 79.22'
SITE DA TA
SITE ADDRESS. • 648 WALNUT ST, EDMONDS, WA 98020
TOTAL SITE AREA: 8,381 SF (0.19 AC)
EXIS77NG ZONING: RS-6
AGENCIES/UTILITIES
JURISDICTION
CITY OF EDMONDS
WATER DISTRICT
CITY OF EDMONDS
SEWER DISTRICT
CITY OF EDMONDS
STORM WA TER
CITY OF EDMONDS
SCHOOL DISTRICT
EDMONDS SCHOOL DISTRICT NO. 15
FIRE DISTRICT
SOUTH SNOHOMISH COUNTY FIRE & RESCUE
TELEPHONE
ZIPL Y
ELECTRICAL
SNOHOMISH COUNTY PUD NO. 1
GAS
PSE
GARBAGE
SOUND DISPOSAL
Know what's below.
CBII before you dig.
BLD BLD2024-0265
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
neT>-• APPROVED AS NOTED
BY
1W G 5/23/2024
CITY ENGINEERING DIVISION
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
Zt
Z
RESUB
May 09 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
5/a9/2�
ENGINEER:
W
4
O
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DATE: SCALE:
2127124 AS NOTED
JOB NO:
24-002
SHEET.•
DM-01
SHT 1 OF 1