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Call before you
Dgg.8-1-1
or1-800-424-5555
UNDERGROUND
SERVICE (USA)
lu- -
Sheet List Table
CO.10 OVERALL SITE PLAN
C1.00 DEMOLITION AND TESC PLAN
C2.00 CIVIL SITE PLAN
C3.00 SITE DETAILS
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.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
I I � I � I - - I I I 1 I `�- �it� �'� \ \ \ \ / / / I I I I I ' I IIIIII I NO STORMWATER MANAGEMENT SYSTEM
EX FIRE HYDRANT "� <
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/ .../ ,.4 _ •.1:1: I I \\\\ \ \\\\\ \ \ \\\ I I II MANAGMEMENT SYSTEM MAY BE REQUIRED
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ENGINEERING DIVISION
APPROVED AS NOTED
07/23/2024
SEE APPROVED HAUL ROUTE
BLD2024-0519
RESUB
Jul 12 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
HUTTEALL
*OOEMOS 10
mhla
4010 LAKE WASHINGTON BLVD NE
SUITE 320
KIRKLAND, WA 98033
425.828.8948
HOARCH.COM
ARCHITECT STAMP
CONSULTANT STAMP
JC
JACOBSON
CONSULTING ENGINEERS
PROJECT INFORMATION
Woodway
Center
Portable
Placement
2024
9521 240th St SW
Edmonds, WA 98020
EDMONDS
SCHOOL DISTRICT No. 15
SCHOOL DISTRICT LOGO
-, Edmonds
� : School District
1-1-24 PERMIT RESUBMITTAL
PERMIT SET
03.06.2024
PROJECT NUMBER: 2305.5
SHEET NAME
OVERALL SITE
PLAN
SHEET NUMBER
C0010
SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M.
CB TYPE 1
RIM EL: J61.67'
1271CMP(NE) IE: J57.7'
12"CMP(S) IE: J57.6'
B TM: 356.7' // / N
a
SSMH
RIM EL: J61.84'
8"CONC(N,S)
COC: J54.5'
PLAYGROUND EQUIP (TYP)
\
\
\
\
\
\
\
"PROJECT FIT AM\ICA" (TYP)
\
\
\
\
\
G�PSS�
1
\
\
EX PLAYFIELD
')WNER: EDMONDS SCHOOL DIST 1,
9�21 24UTH ST SW, EDMONDS, WA 98020—�bU2
PARCEL NUMBER: 270JJ600404600
PROVIDE 9" THICK GRAVEL PAD FOR
PORTABLE PLACEMENT THAT EXTENDS
2-FT FROM EDGE OF BUILDING (IN AREA
WITH NO EX ASPHALT). SEE SHEET C2.00
FOR PROPOSED GRADES AROUND
BUILDING PERIMETER
STRAW WATTLE
SEE DETAIL (TYP)
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
VV—SW—SW—S—S�S�Sw_i
0
UP ---
/1 ---__— EDGE OF EX
—ASPHALT JTYP) \ — —
i
SWAGE \
�\� 7_15��z
PROTECT EX ASPHALT M�TL RAMPW WAY
�
15 � I
PLAYGROUND EQUIP
\ 1
V\ I L-------------------
\ V
----
\ PROTECT EX METAL \ _
' / \ RAMP AND LANDING 1 PROTECT EX
PORTABLES W
J
W
-- \ � METAL RAMP c
m
\\ / WALKWAY <
--
a
I
PLAYGROUND EQ IP \ \1
m \
\ / O
EX ASPHALT PLAY \\\
SDMH / FIRE LANE /
RIM EL: 357.70' \ / /
4"DI W/ELBOWTS� tE. 35-6�' - - _ `� \\ ���,P�� / METAL RAMP SD
/ B TM: 354.4' WALKWAY
SD SD SD SD�\
SD \ / /
/ SD \ /
n� \ F1RE� SD SD
FIRE LANE — � SD SDSD
SDCO �
— d
d °. d d v ° 4. n
°.\ a d .4 o
/ p°G0� I ----------
T ALL
0
f
EX CLASSROOM 6 "CR W
/ SDCO P�plNG
4
/ �C Bib
u /
FRUCTION
IND WORK SITE
REMOVE EX VEGETATION
WITHIN LIMITS OF
PORTABLE GRAVEL PAD
A.
= ° c d
e� d /
C or
CD.\
/
d..1 STO' 1
W� � A VE \
\ I ° CO 9 \
yv
I EX CLASSROOM \
S
A. .d BUILDING (� \
�I a
�I a NO
it LOCATABLE I
II a . SIGNAL B a
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.
INLET PROTECTION \
SEE DETAIL (TYP) \
3.0 \
— SD —SD CB TYPE I \ SD—
RIM EL: 363.11
6"DI(SW) W/ELBOW IE: J61.6' \ \� IP
BTM: J58.7'
I
_71 01I
NP
II I I I I I
/
---------i
I I I I I I
I
I
I
I
I I I I II
I I I I
I , �
I I i I
I �
I , /
/ G /
Call before you
Dgg.8-1-1
or 1-800-424-5555
UNDERGROUND
0 5 10 20 SERVICE (USA)
iii
am.
SCALE 1 " =10' CZkP
Legend
PROPERTY LINE N 7933'06" E - 46.81'
SAWCUT LINE
CF TEMP CONSTRUCTION FENCING
SW STRAW WATTLE SW
INLET PROTECTION IP
NOTE:
INSTALL CONSTRUCTION FENCING AROUND LIMITS OF
WORK TO PROTECT STAFF AND STUDENTS AND SECURE
JOB,SITE. CONTRACTOR SHALL ERECT FENCE AROUND
JOBSITt AND ADJUST AS CONSTRUCTION CONDITIONS
CHANGE 6R AS PHASING ALLOWS. SEE DETAIL 19/C3.00
NOTE: EXISTING IRRIGATION LINES MAY BE
LOCATED BELOW FOOTINGS OR WITHIN
BLDG FOOT PRINT. CONTRACTOR SHALL CUT
AND CAP IF IRRIGATION LINES DISCOVERED
NOTE: CONTRACTOR SHALL UTILIZE PUBLIC
AND PRIVATE UTILITY LOCATES TO VERIFY
EX UTILITIES
COORDINATE WITH SCHOOL DISTRICT
FOR ACCESS TO AND FROM PROJECT SITE
GENERAL DEMOLITION AND
TESC NOTES
1. NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR
ONTO PAVED SURFACES.
2. TESC INFORMATION SHOWN ON PLANS IS FOR PERMITTING
PURPOSES ONLY. CONTRACTOR SHALL REVISE OR INSTALL
ADDITIONAL TESC MEASURES AS CONSTRUCTIONS
CONDITIONS CHANGE.
3. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION
FENCING AROUND JOB SITE TO PROTECT PUBLIC AND MAINTAIN
PROJECT SITE.
4. CONTRACTOR SHALL RETAIN A COPY OF THE SNOHOMISH
COUNTY ENGINEERING DESIGN AND DEVELOPMENT
STANDARDS (EDDS) AND HAVE ON -SITE DURING
CONSTRUCTION. THE MOST CURRENT PDF VERSION IS
AVAILABLE ONLINE AT:
https://snohomishcountywa.gov/DocumentCenter
/View/84905/EDDS-Fi na I-i n-effect-as-of-09 172 1
RESTORE EX GRASS FIELD
AREA WITH HYDROSEED AT A 5. ALL DISTURBED AREAS THAT WILL NOT BE INSTALLED WITH
MINIMUM FOR REMOVAL OF POUROUS ASPHALT PAVEMENT, SHALL BE COMPOST AMENDED
BACKSTOP FENCING. PER 2019 STORMWATER MANAGEMENT MANUAL FOR
COORDINATE WITH OWNER. WESTERN WASHINGTON BMP T5.13.
SEE DETAIL 20/C3.00
6. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
APPROVED PLANS, SNOHOMISH COUNTY STANDARDS, AND ALL
OTHER MEASURES THAT MAY BE REQUIRED DURING
CONSTRUCTION.
—� CB TYPE 1
/ RIM EL: J60.72'
4"DI(W) W/ELBOW IE:359.5
BTM: 357.3'
I
I
ENGINEERING DIVISION
APPROVED AS NOTED
�✓� ` 07/23/2024
RESUB
Jul 12 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
HUTTEBALL
_019
+OOEMUS 10
architr
4010 LAKE WASHINGTON BLVD NE
SUITE 320
KIRKLAND, WA 98033
425.828.8948
HOARCH.COM
ARCHITECT STAMP
CONSULTANT STAMP
JC
JACOBSON
CONSULTING ENGINEERS
PROJECT INFORMATION
Woodway
Center
Portable
Placement
2024
9521 240th St SW
Edmonds, WA 98020
EDMONDS
SCHOOL DISTRICT No. 15
SCHOOL DISTRICT LOGO
� Edmonds
School District
1-1-24 PERMIT RESUBMITTAL
PERMIT SET
03.06.2024
PROJECT NUMBER: 2305.5
SHEET NAME
DEMOLITION AND
TESC PLAN
SHEET NUMBER
C1.00
SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M.
CB TYPE 1
RIM EL: J61.67'
12"CMP(NE) IE: J57.7'
12"CMP(S) IE: J57.6'
B TM: 356.7'
/
l�
C
')WNER: EDMONDS SCHOOL DIST 1,
9�21 24UTH ST SW, EDMONDS, WA 98020-�bU2
PARCEL NUMBER: 270JJ600404600
0 5 10 20
SCALE 1 " =10'
Legend
Call before you
Dgg.8-1-1
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
It
It o
PROPERTY LINE N 79733'06" E - 46.81'
CONCRETE PAVEMENT `:;•: :.::,. r'..; ...�• .
STORM DRAINAGE PIPE _Sp
YD/CO/CB/CB 2/MH
COC: J54.5' \ \ \\ GRATED STAIRS/RAMPS
/•/ IV \ \ \
WOOD RET WALL
DEC
PLAYGROUND EQUIP (TYP)
1 /
I-��-----------=�
U) ROOF OVERHANG (TYP)"SD
F_/363.43(EX) 363.63(EX) SD SD CB TYPE ISD77/j!RIM EL: 363.1�\
o \ I \\ 99 9
0 \\
\ / 9, \ 99
iY
' ON
N
N �
Eel
I0
SSMH
RIM EL: J61.84'
i
8"CONC(N,S)
KERYNROTI�ESS: I 6 DI(SW) W/ELBOW IE: J61.6
Q LANDING
Q STAIRS
P4
(OHE P-1)
PROJECT FIT AM ICA
(TYP)
�\ I PROPOSED \ I / / / / /
PORTABLE \� / GENERAL GRADING AND DRAINAGE NOTES
FFE 364.80 I 0
1. CONTRACTOR SHALL POTHOLE AND VERIFY OR HIRE A PRIVATE
I UTILITY LOCATE COMPANY TO LOCATE ALL UTILITIES WITHIN
63
362.71(EX) 3.11(EX) 363.24(EX) �LiS / THE JOB SITE PRIOR TO STARTING CONSTRUCTION.
W00 CHIP PLAY ' 364.80 363.23(EX) 363.25(EX) 0 I I ( / /
/ \ GRATED METAL LANDING 10I 2. CONTRACTOR SHALL VERIFY EXISTING GRADES AROUND
AREA AND RAMP PER PORTABLE 1 364.80 GRATED METAL LANDING I I I / / PROJECT SITE PRIOR TO STARTING CONSTRUCTION AND
v' MANUFACTURER R L HANDRAIL AND STAIRS PER PORTABLE I I I ( / NOTIFY CIVIL ENGINEER FOR ANY CONFLICTS WITH DESIGN
1� 363.02(EX) MANUFACTURER / / _ I I I / GRADES.
/ C 364.10 L / 363.04(EX) I
/ P11
C 362.95(EX� BS 362.90 / 1 I I I I / 3. CONTRACTOR SHALL COORDINATE WITH OWNER'S
S - - - - - - / GEOTECHNICAL ENGINEER FOR COMPACTION TESTING OF
362.90(EX) 36�85(EX)- - _ (4) RIS_ERS_ / /
Ziiii\ \ EX PLAYFIELD 362.51(EX) D . AT 5.7" EACHL �) A I // // SOILS BELOW BLDG FOUNDATIONS AS REQUIRED.
/ \ 362.86(EX) 5'X5ffCONCRETE / / / / / 4. PROVIDE HYDROSEED AT A MINIMUM FOR ANY GRASS AREAS
CB TYPE I
`\ R N N 362.95(EX) p LANDII� I / THAT ARE DISTURBED DURING CONSTRUCTION.
RIM EL: 359.13' \ \`� \\ w N 6 SEE DETAIL
99 \ \\ V HP 14
6 DI SE IE: 357.8 1 \ 3'0 I / / I KEYNOTES
co
S 354.8' C \ CONCRETE SPLASHBLOCK N
- - - (CUT TO FIT) AT DOWNSPOUT /� / / / / / / 01 INSTALL PORTABLE NUMBER "4" SIGN SIMILAR TO EXISTING
- - - 3NHl alp - 15.6' SEE DETAIL
-:O
S0 �' � � __ � �-----13 - � / PORTABLES
o UP o� \P vP "d1�� - - - _ _ EDGE OF EX \ -3Ai7 362.24(EX) - -\_:�62-2-9JEX)
- - / I --------------------------
ASPHALT-------- NOTE: CONTRACTOR SHALL UTILIZE
p r- �0 /EDGEOF
\
\ / / SWAL E \ \ - �- L - _ / / / / / / / PUBLIC AND PRIVATE UTILITY LOCATES
/ / TO VERIFY EX UTILITIES
1 STORY
WOOD 1 -o PROTECT EX POWER NOTE: PROPOSED PORTABLES ARE
\ 010� POLE AND OVERHEAD i I
POWER LINES TO REMAIN \ I I l "DRY" AND WILL NOT HAVE NEW
\\ PORTABLE �`; -AVL \ I I WATER OR SEWER SERVICES PROVIDED
PROTECT EX ASPHALT _ RAMP -� P-3 I i EX PORTABLE I I I I 1 RESTORE EX GRASS FIELD
\ / W� KWAY P! / I I AREA WITH HYDROSEED AT A NOTE: NEAT CUT IN PROPOSED PORTABLE
FA \/F 1 1 I I I MINIMUM FOR REMOVAL OF FOOTINGS APPROXIMATELY 2-FT BELOW
/ I I I I I BACKSTOP FENCING.
o a` ' ; 1 I I GRADE.
O EX PLAYGROUND / S'� \ \ \� i EX PORTABLE I I I COORDINATE WITH OWNER.
�= REPAINT ALL EXSTING \ 26 I I I I I
ON -SITE FIRE LANE x 1 r,OR I hD�L
,� , , � � I � I I I COORDINATE WITH SCHOOL DISTRICT
PLAYGROUND EQUIP STRIPING AND PAVEMENT FOR ACCESS TO AND FROM PROJECT SITE
/ \ MARKINGS (TYP) \ \ 1 1 i I I I I I
I 0 I
I I I
Earthwork Quantities
----------------------------- 1
V) \ PROTECT EX METAL \ _ - I I I EXCAVATION 78 CY
v' RAMP AND LANDING 1 PROTECT EX I I I 1 FILL 30 CY
/ \ w PORTABLES ` // I i I I I NET EXCAV/FILL 48 CY
TOTAL EARTHWORK 108 CY
I- - - - METAL RAMP \ I i I i NOTE:
THE I \\ 9? \ I Y 0� I I I I I I FOR MUNIICIPAL PERTITIES MITTING NG AND REVN ARE IEW EW FEES. NARY ITIHE CONTRACTORATES ONLY AND SHALLI � /WALKWAY `� I I I
\\ I o I I I I I IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT
INFORMATION. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS
/ I I A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL
PREPARE THEIR OWN EARTHWORK QUANTITIES BASED ON THE INFORMATION
- - I PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO
OD CHIP PLAY I \ `�\ I \\ I i I i DRAWINGS, SPECIFICATIONS, AND THE GEOTECHNICAL REPORT.
AREAI �
---------- I I
I V) i I I I I
I FnvF13�9I I I I I
- - I PLAYGROUND F(� IP � � 1 I
NOTE: SEE ELECTRICAL PLANS FOR
POWER AND COMM FEEDS TO PORTABLE
NOTE: SET PORTABLE FFE +14" ABOVE
HIGHEST EXISTING GRADE ELEVATION
CONTRACTOR SHALL VERIFY EX GRADES
PRIOR TO CONSTRUCTION AND NOTIFY
CIVIL ENGINEER AND ARCHITECT IF
CONFLICTS
/ o I I I
EX PORTABLE I I I I I OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
WOOD
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
co \ m \ o PORTABLE I / / / ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
3g$ - - _ SDMH EX ASPHALT PLAY P1
/ /
\ ) o I / // / / UTILITIES MAY REQUIRE A SEPERATE PERMIT.
/ FIRE LANE /
RIM EL. 357.70 _ N \\ �P��Z / METAL RAMP i i / / / / CB TYPE 1
4 DI W/ELBOWTS� fE. 3�6�-
/ /co WALKWAY L------- - - - - - - - - - - I I ► I
NOTE: EXISTING IRRIGATION LINES MAY BE
LOCATED BELOW FOOTINGS OR WITHIN
BLDG FOOT PRINT. CONTRACTOR SHALL CUT
AND CAP IF IRRIGATION LINES DISCOVERED
NEW/REPLACED
IMPERVIOUS LEGEND
LAYER QUANTITY
ROOF 1,635 SF
32 SF
GR *329 SF
TOTAL PROPOSED IMPERVIOUS: *1,832 SF
*GRATED METAL RAMPS/STAIRS
CONSIDERED 50% IMPERVIOUS AND 50%
PERVIOUS BY CODE
BTM: 354.4' \--- - - ---
------ / / RIM EL: J60.72
ENGINEERING DIVISION
„ APPROVED AS NOTED
SD S° SD SD SD ° S° S° \\ / I ► / 4 DI(W) W/ELBOW IE:359.5
, �� sD I / , 07/23/2024
S° S° o I► ► B TM' 35 7 3
F1RESD
EX PLAYGROUND -FIRE LANE - SD -SD
S
SEE APPROVED HAUL ROUTE
v D
NLA YGROUNC \ \ / / O-' 1 I I I NO STORMWATER MANAGEMENT SYSTEM
� � \ \
EQUIP - - - - - - - - // SDCO -,\ \1 j So i I I I 7 REQUIRED AT THIS TIME. IF NEW AND/OR
J 3&7- _ 1 Z_ - o// I / LEI REPLACED IMPERVIOUS SURFACE EQUALS
-a 1 1 I I I O 2000SQFT OR GREATER, A STORMWATER
I I I I MANAGMEMENT SYSTEM MAY BE REQUIRED
/� .° .°. ° �.� a• �°\\a . ..a � ° � �:°a� a..� �..� .� .° .. �� .. � : ' �4.. . a a a ' o I I- I � I � ON
I PER CITY CODES AND STANDARDS
I I I I
A a a Ia ° \ a ° �- -------- _--A I
° \ a�G•-° a I a. �' ° \ v °. T .0 W a''. .4 n • .. ° . v , 1 I
A.
-------
\ I
Io �a • : ----=-------==----- --- ----- -- --- -
vInnR RFT I I I �S \ wn 1 C0
I d 1 /.. I I I I I I I I °c� 1 STO' [-A VE \ /
� nnn 10 ° :•� I. EX CLASSROOM 69'CRW °� � � �° � `� 6"CRW� r ��' � ° ���
REPAINT ALL EXSTING 1 qn / . i °. I� \\ �.CJv�� 1 ° CO a \ I \ I I I I I I I
1 EX CLASSROOM \
ON -SITE FIRE LANE / v 1 uulvC BLS N �/ a I `� �n I c° d. BUILDING
STRIPING AND PAVEMENT cn i I ° 'd / NO
MARKINGS (TYP)
/ o ;► .d LOCATABLE I I ► I I ,� I
II SIGNAL a i N li I i I I
REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT
...............................................
RESUB
Jul 12 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
HUTTEBALI
0OOEMOS
architr�
4010 LAKE WASHINGTON BLVD NE
SUITE 320
KIRKLAND, WA 98033
425.828.8948
HOARCH.COM
ARCHITECT STAMP
CONSULTANT STAMP
EMIL-
JC
JACO BSO N
CONSULTING ENGINEERS
PROJECT INFORMATION
Woodway
Center
Portable
Placement
2024
9521 240th St SW
Edmonds, WA 98020
EDMONDS
SCHOOL DISTRICT No. 15
SCHOOL DISTRICT LOGO
�� Edmonds
School District
1-1-24 PERMIT RESUBMITTAL
PERMIT SET
03.06.2024
PROJECT NUMBER: 2305.5
SHEET NAME
CIVIL SITE PLAN
SHEET NUMBER
C2mOO
NTS 1
Not Used
NTS
Not --(: 6
Used
NTS 1 1
Not Used
NTS
Not Used
NT(:7
Not Used
NTS 1
Not Used
VEGETATED FLOWPATH
SPLASH BLOCK
I�IIIIV 1I _
FILTER FABRIC
MIRAFI 140N OR
APPROVED EQUAL
ROOF DOWNSPOUT
PER ARCH'L PLANS
DOWNSPOUT
EXTENSION
NTS 3
Not Used
NTS n
Not Used a
�0E
�0E
0�
BUILDING IE
�0E
0�
0E
�0E
HOC
SPLASH BLOCK
NTS 13
Downspout with Splash Block
GRANULAR FILL MATERIAL AASHTO
GRADING NO. 57 AS SPECIFIED IN
WSDOT SPEC SECTION 9-03.1(4)(C)
COMPACTED SUBGRADE
(MIN 95% MAXIMUM DRY DENSITY)
NOTE:
1. ALL SURFACES COMPACTED TO 95%
2. GRAVEL PAD TO BE PLACED ONLY WHERE NO HARDSCAPE
EXISTS (I.E. EX LAWN AREA) AS INDICATED ON PLANS.
CONTOUR LINE
� (TYP)
\O ANGLE TERMINAL
END UPHILL 24" TO 48"
TO PREVENT FLOW
AROUND WATTLE (TYP)
�01
L
STAGGER
OVERLAPS Q? O
(TYP) �' S`0
WATTLE
TRENCH, SEE NOTE 2 ,
2" MIN
5"
2"x2"x24" UN -TREATED
r9 WOODEN STAKE (TYP)
PLAN VIEW
AREA AVAILABLE FOR SPACING VARIES
SEDIMENT TRAPPING SEE WATTLE SPACING
(TYP) TABLE (TYP)
\ WATTLE (TYP)
� SEE DETAIL
n
SECTION A —A w
WATTLE INSTALLATION ON SLOPES
2"x2"x24" UN —TREATED
WOODEN STAKE (TYP)
3" MIN
4" MAX
8" DIAMETER
MIN
WATTLE DETAIL
8" DIAMETER
SPACING
WATTLE
TABLE
SLOPE
MAXIMUM SPACING
1H:1V
10'-0"
2H:1V
20'-0"
3H:1V
30'-0"
4H:1V
40'-0"
>4H:1V
ONE RUN ONLY
NOTES:
1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION.
2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS.
INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10).
3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT
UNDERCUTTING.
4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE
SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND
SURFACE.
REVISION DATE
CITY OF EDMONDS JANUARY 2018
WATTLE INSTALLATION
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R — 9 03
NTS 9
Straw Wattle
1/4" EDGED
GROOVE 2% SLOPE (1/4" DROP PER 1') \
4.
CEMENT CONCRETE COMPACTED SUBGRADE
PAVEMENT, CLASS 3000 95%ASTM D1557
COMPACTED CRUSHED
NOTE: SURFACING TOP COURSE
1. CEMENT CONCRETE SHALL BE CLASS 3000
2. DUMMY JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED
JOINT MATERIAL SHALL BE PLACED AT 15 FOOT
INTERVALS
TRUSS ROD 3/8" DIA
W/ TENSION DEVICE
STRETCHER
BAR
NTS 1
Concrete Sidewalk
5/8" WIRE ROPE PROVIDE SECURE 1
END ATTACHMENT AT CORNER AND
GATE POSTS AND PROVIDE RUNNING
ATTACHMENT AT LINE POSTS AND
NEAR CENTER OF EACH FENCE PANEL
TOP RAIL
1.666 INCH O.D.
LINE POST (TYP)
2.375 INCH O.D.
BRACE RAIL J TENSION WIRE
AND CABLE CONCRETE BLOCK
1.666 INCH O.D.
STD WGT GALVANIZED
CORNER POST
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
`St. 18y"
Loose soil with
visible dark
organic matter
Loose Or
fractured
subsoil
CATCH BASIN
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
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
DETAIL
ER-902
NTS 10
Inlet Protection
Figure V-11.1: Planting Bed Cross -Section
Reprinted from Guidelines and Resources For Implementing Soil Quality and
Depth BMP T5.13 in WDOE Stormwater Management Manual for Western
Washington, 2010, Washington Organic Reoyding Council NOT TO SCALE
Planting Bed Cross -Section
Revised June 2016
DEPARTMENT OF
ECOLOGYPlease see http.Y/wwwecy.wa.gov/copyright.html for copyright notice including permissions,
State of Washington limitation of liability, and disclaimer.
2019 Stormwater Management Manual for Western Washington
Volume V - Chapter 11 - Page 930
RESUB
Jul 12 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
NTS � 0
Compost Amended Soil BMP TS.13
HUTTEBALL
+OOEMOS
architlr�
4010 LAKE WASHINGTON BLVD NE
SUITE 320
KIRKLAND, WA 98033
425.828.8948
HOARCH.COM
ARCHITECT STAMP
CONSULTANT STAMP
07/OI /202�}
JC
JACOBSON
CONSULTING ENGINEERS
PROJECT INFORMATION
Woodway
Center
Portable
Placement
2024
9521 240th St SW
Edmonds, WA 98020
EDMONDS
SCHOOL DISTRICT No. 15
SCHOOL DISTRICT LOGO
Edmonds
School District
1-1-24 PERMIT RESUBMITTAL
PERMIT SET
03.06.2024
PROJECT NUMBER: 2305.5
SHEET NAME
SITE DETAILS
SHEET NUMBER
NTS 1 6
Not Used
NTS 1
Not Used
NTS 1 A
Portable Pad a
NTS 1
Construction Fence
C100