APPROVED ENG BLD2024-0518+Civil_Plan+4.17.2024_3.28.59_PM+4203291NE 1/4 OF THE NE 1/4 OF SECTION 30, TOWNSHIP 27 NORTH, RANGE 04 EAST, W.M.
BASEBALL FIELD
LEFT FIELD FOUL LINE
CB RIM:424.51
IE: 422.41 6"ADS(NW)
IE:421.66 6"CMP(N)
IE: 421.61 6"ADS(W)
BTM: 420.36
BASEBALL FIELD
EDGE OF TURF
LEFT FIELD
FOUL POLE
STADIUM LIGHT FOR
BASEBALL FIELD
ELEV. 424.76
EDGE OF RUBBER
LONG JUMP TRACK
MODULAR
s BUILDING
s�
T
FOOTPRINT: J02 SO FT
�J FFE: 425.85 -
i
'
/FFE: 425.
,
5. O'CLF
-A 2G
v PROTECT EX ELEC'L
VAULT TO REMAIN \
PROTECT EX
�- LONG JUMP PIT ---- -_
f
EX TRACK AND FIELD
I
I,
II IL
II \�
I�
i_LAJ OF CONC
LONG JUMP PIT
FLAGPOLE
SDMH RIM:420.40
IE:418.90 3"ADS(E)
IE:418.75 4"PVC ELBOW(E)
B TM: 417.25
STRIPING AT
OUTER LANE OF
RUNNING TRACK
II
STRAW WATTLE SW
SEE DETAIL (TYP)
7
C-0
PROTECT EX 6"
STORM DRAIN PIPE
\ TO REMAIN SDMH RIM: 420.6
IE: 418.74 4"CP N
IE:415.04 6 CP(W)
IE:414.94 6"CP(NW)
IE: 414.49 12"CP(S)
\ BTM:413.14
PROVIDE 9" THICK GRA L PAD FOR
PORTABLE PLACEMENT THA XTENDS
2-FT FROM EDGE OF BUILDING�(IN AREA
WITH NO EX ASPHALT). SEE SHEET C2.00
FOR PROPOSED GRADES AROUND
BUILDING PERIMETt
SEE DETAIL
EX TRACK AND FIELD
.;b KW: 421,44
IE:419.24 6"CP(W)
B TM: 419.09
STRIPING AT
OUTER LANE OF
RUNNING TRACK
SDMH RIM:420.50
IE: 418.85 1.5 "P VC(S)
IE:418.55 3"ADS(SW)
IE:417.60 6"PVC(NW)
IE: 415,25 6 "IP(NF)
IE:413.80 8"IP(E)
IE: 413.70 12"CP(N)
IE: 413.60 12',CP(S)
B TM: 412.45
TBM 'C'
CHISELED SQUARE ON
TOP BACK OF CURB
ELEV. 425.96
RE: 438.41
ASPH
--425-�_-I
EX PARKING LOT „GC /
�I- CB RIM: 424.12
IE: 422.8-7-4fP-V6- W)- - -42 -
�1 421.07 12'CP(E)
B TM: 419.42
ccq
6" CC&G ASPH
TBM 'B'
CHISELED SQUARE ON
TOP BACK OF CURB
ELEV. 423.81
?�S*---------�ti��1
rri
❑SLHH
---
i - - - - - - TItree protection fencing must protect the critical root zone, in
an 8-foot radius from the trunk per ECDC 23.10.020(C)
I
�1 I
I
i
INSTALL TREE
PROTECTION
TYP SEE DETAIL (13)
�
----�- - - - - - - h1Rry� - �A"
EX PARKING LOT
0 0 0
Imay- 1.
SALVAGE AND REMOVE EX
r I - CHAINLINK FENCE AS REQUIRED I Z
TO INSTALL PROPOSED MODULAR CL�
CD BUILDING. SEE SHEET C2.00. / w
I REMOVE EXPORTABLE BUILDING
s I AND ALL ASSOCIATED /
n_/ I APPURTENANCES, INCLUDING /
RAMPS, FOUNDATIONS, ETC. �ti'' - 1_ - - - -w -"
- 1
--�---
dI I I
ss PROTECT EX STORM DRAIN cl�
REMOVE EX TREES _ \�� MANHOLE TO REMAIN �titi Cn e°
WCO
U I PROTECT EX ASPHALT
C� / T PAVEMENT TO REMAIN ° W
/ ------- --------°tip
I w
I ° \ I M ----------- x^- �s / �ti�- I ,ti
- - - - - - - - -----'e
T
PROTECT EX 12"
S�ORM DRAfN �� ti 6 T
PIPE TOREMAII4 °ry-------- °� 01 gyp° °�
\ CHISELED SQUARE ON
���i_-------����� / ��� I �� � \ TOP BACK OF CURB
w \ oo m � _ _ ti°�� ELEV. 422.12
- _ - - _ hti1�
ASPH s I
s�
�\ I 6„CC /� ��� „ C&G Ie° /
J
o
I� m /
c0cf) I \ / G
00
kw- C1__
s
\ IP c�` w 0 "STAFF
L,� m l
a� / PARKING ARKI G LOT
I \ /
cf)w
\ I \\ // ONLY'
s
---\- ,FOV 6"CC&GLx-
0o I x x
9.5'CLF
E� E E >- EE D P E E V, 9.5'(
o �
0o I --------42}--------
� w
END CR W 6„ D
__ � BEGIN CR W
I/SDCO ' W/METAL CAP _ W/METAL CAP FD C So w STADIUM LIGHT FO
ABOVE BLEACHER'
5� ?T-
ELEV: 505.41
/ / �� I /
LL J
--- ----
EAVE I
- - - - - - - - - - -
420.
I nNISH
D1 FlNISH ROW
111�
W
I
� i I
\ ; I
I
\ i I
I
\\ I STADIUM BLEACHERS
\ I ,
CB RIM:420.26
IE: 415.76 6 "P VC(E)
IE:415.76 6"IP(SW)
BTM: 414.31
Call before you
Dgg.8-1-1
or 1-800-424-S5S5
UNDERGROUND
0 5 10 20 SERVICE (USA)
SCALE 1 " =10' am.
Sheet List Table
01.00 DEMOLITION AND TESC PLAN
C2.00 CIVIL SITE PLAN
C3.00 SITE DETAILS
LEGEND
PROPERTY LINE N 7933'06" E - 46.81'
SAWCUT LINE ---------
FENCING
REMOVE TREE(S) 1 A 3
IS INTERCEPTOR SWALE
FF FILTER FABRIC FENCING
CF TEMP CONSTRUCTION FENCING 01111
SW STRAW WATTLE SW
INLET PROTECTION IP
VEG TREE PROTECTION
NOTE:
INSTALL CONSTRUCTION FENCING AROUND LIMITS OF
WORK TO PROTECT STAFF AND STUDENTS AND SECURE
JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND
JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS
CHANGE OR AS PHASING ALLOWS. SEE DETAIL 20/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. ALL DISTURBED AREAS THAT WILL NOT BE INSTALLED WITH
POUROUS ASPHALT PAVEMENT, SHALL BE COMPOST
AMENDED PER 2019 STORMWATER MANAGEMENT MANUAL
FOR WESTERN WASHINGTON BMP T5.13.
SEE DETAIL 19/C3.00
5. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING
TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS,
AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING
CONSTRUCTION.
ENGINEERING DIVISION
APPROVED AS NOTED
07/23/2024
SEE APPROVED HAUL ROUTE
NO STORMWATER MANAGEMENT SYSTEM
REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACED IMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
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.
HUTTEBALL
_019
+OOEMOS10
architr
4010 LAKE WASHINGTON BLVD NE
SUITE 320
KIRKLAND, WA 98033
425.828.8948
HOARCH.COM
ARCHITECT STAMP
CONSULTANT STAMP
J
wV
ti
43667
��SJONAL
3/25/207s}
JC
JACOBSON
CONSULTING ENGINEERS
PROJECT INFORMATION
Edmonds-
Woodway
HS Portable
Placement
2024
7600 212th St SW
Edmonds, WA 98026
EDMONDS
SCHOOL DISTRICT No. 15
RECEIVED
Apr 23 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2024-0518
SCHOOL DISTRICT LOGO
Edmonds
School District
PERMIT SET
03.26.2024
PROJECT NUMBER: 2305.2
SHEET NAME
DEMOLITION AND
TESC PLAN
SHEET NUMBER
C1.00
NE 1/4 OF THE NE 1/4 OF SECTION 30, TOWNSHIP 27 NORTH, RANGE 04 EAST, W.M.
MODULAR
ss BUILDING I TBM 'C'
o CHISELED SQUARE ON
FOOTPRINT: J02 SO FT � I TOP BACK OF CURB
W ELEV. 425.96
ss
��jP FFE: 425.85
W RE: 438.41 I
BASEBALL FIELD ! ss I 17''-
LEFT FIELD FOUL LINE
W ASPH
-425--
/FFE:425. s
CB RIM: 424.
IE: 422.41 6 "ADS(N
IE:421.66 6"CMP(
IE: 421.61 6"ADS(
BTM: 420.
BASEBALL FIE
EDGE OF TU
I � ❑
51 i ' FFE: 425.89 I C B
I / � � I I
W) / ss
T EX PARKING LOT
W)
36 I o I- CB RIM: 424.12
� - I IE: 422.8-7-4fP-V6{W)- - -42* -
LD A�� ,I 421.07 12'CP(E)
RE ?�� s�o 2 ° B TM: 419.42
5.O'CLF E\/ _
ED 6 SD r 6 CC&G
LEFT FIELD 4 -� �� J � - - - - - -
FOUL POLE �
STADIUM LIGHT FOR - - - - - - -4 _ _ C B ° - - - _ _ _ , PROTECT EX FIBER
_ OPTIC LINE TO REMAIN _ \
BASEBALL FIELD E PROTECT X I �TED N�ETAL LANDING
ELEV. 424.76 ` - - - - PROTECT EX ELEC'L - 2 s UTILITY C POWER C?I�T1 „ AT�D�AJbIP PER PORTABLE
4Z-3- _ VAULT TO REMAIN -- _ - I MANUFACTURER
EDGE OF RUBBER - - -- - - -m ro ��J
_ = PROTECT EX
T /
LONG JUMP TRACK LONG JUMP PIT _ 7 ` `amic 23.50 4 .88 Sfl'
- _ �
423. 9(EX)
/ e
rq6NCRETE SIDEWAL
/ I SEE DETAIL
EX TRACK AND FIELD II Ir ^ 423.50 71 15
C 1 � 422.33 3.82(EX)
423.92
III IL // / PROPOSED 1422.33 423.93(EX) I
PORTABLE
FFE 423.50 TEMPORARY SALVAGE AND
I REMOVE EX CHAINLINK FENCE
LL)GE OF CONC ROOF OVE
LONG JUMP PIT I - -
FLAGPOLE I I
SDMH RIM: 420.40 l ,¢
IE:418.90 3"ADS(E)
IE: 418.75 4"PVC ELBOW(E) \ PROTECT EX 6"
� STORM DRAIN PIPE
BTM: 417.25 TO REMAIN
\\\
STRIPING AT � /\
OUTER LANE OF
RUNNING TRACK
/ 422.30 I s�
23.50 42 .33�^
122.33
� I
� I �
TS 423.50 / I I Q_
22 BS 422.25 4 2.33 /
(3) RISERS
\\ AT 5 EACH
SDMH RIM: 420.64��<y I w
IE:418.74 4"CP(N)
IE:415.04 6"CP(W) I
' I
IE: 414.94 6 "CP(N W)
IE: 414.49 12"CP(S) //
� m
BTM: 41J.14
N ( Cn
5'X5' GRAVEL
LANDING PAD 422.00 l
SEE DETAIL
\I
12 �
REQUIRED TO INSTALL
/ ROPOSED MODULAR
BUILDING. REINSTALL FENCE
AND POSTS UPON COMPLETION
OF CONSTRUCTION ACTIVITY.
CL
CD
) ,
1ti'_ _ 51
/ I
� I
-Z
/ -- ------_h`L1
, I
� I �
\ss PROTECT EX STORM DRAIN
MANHOLE TO REMAIN. RAISE Cn
I - EX SDMH RIM TO GRADE 4
--------- -
ELEV 420.31 (+1'-9") /
PROTECT EX ASPHALT
PAVEMENT TO REMAIN
I - -x1 ti5
/ Iw
CONCRETE SPLASHBLOCK /
(CUT TO FIT) AT DOWNSPOUT �o
SEE DETAIL / ���---------I - - - - - - --tea,"
3.0
PROTECT EX 12"
STORM DRAfN �� T
PIPE TO REMAIN` GRATED METAL LANDING / 'iti - _ - - _ - ,-
AND STAIRS PER PORTABLE /
MANUFACTURER
\ 1 I GRASS LINED
EX TRACK AND FIELD
.;b KW: 421,44
IE:419.24 6"CP(W)
B TM: 419.09
STRIPING AT
OUTER LANE OF
RUNNING TRACK
SDMH RIM:420.50
IE: 418.85 1.5 "P VC(S)
IE:418.55 3"ADS(SW)
IE:417.60 6"PVC(NW)
IE: 415,25 6 "IP(NE)
IE:413.80 8"IP(E)
IE: 413.70 12"CP(N)
IE: 413.60 12"CP(S)
B TM: 412.45
6 SWALE SEE DETAIL �5
o0 17 K / Q '0 - -
W \ 3.0 /�
/ ASPH s
s�
� I o
o
wcc)`� C� o
N� I \ //
0o W cl- /
a n /
c�
M 1, /
0\ /
CIV)
PARKING
ONLY"
---�- ,FOV 6"CC&G
X X � ss
9.5'CLF
E x CD(P) E E V, 9.5'(
I o
i
--------421--------
/ - w
I /
o / END CRW 6„ D BEGIN CRW
Cry / /
cll_
I/' W/METAL CAP W/METAL CAP
SDC0
So
F-�� / w STADIUM LIGHT FO
ABOVE BLEACHER'
ELEV: 505.41
� w I �
l
-------- ------
TBM 'B'
CHISELED SQUARE ON
TOP BACK OF CURB
ELEV. 423.81
TBM 'A'
CHISELED SQUARE ON
TOP BACK OF CURB
ELEV. 422.12
CB RIM:420.26
IE: 415.76 6 "P VC(E)
IE:415.76 6"IP(SW)
BTM: 414.31
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
IOWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
IUTILITIES MAY REQUIRE A SEPERATE PERMIT.
i I
1
T
0 5 10 20
SCALE 1 " =10'
Legend
Call before you
Dgg.8-1-1
or 1-800-424-S5S5
UNDERGROUND
SERVICE (USA)
I
It o
PROPERTY LINE N 7933'06" E - 46.81'
CONCRETE PAVEMENT
STORM DRAINAGE PIPE 8"SD 'Dp xx
YD/CO/CB/CB 2/MH ®• �OO
GRATED STAIRS/RAMPS
GRAVEL PAD �,•-�_� ��,,;
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
NOTE: EXISTING IRRIGATION LINES MAY BE
LOCATED BELOW FOOTINGS OR WITHIN
BLDG FOOT PRINT. CONTRACTOR SHALL CUT
AND CAP IF IRRIGATION LINES DISCOVERED
GENERAL GRADING AND DRAINAGE NOTES
1. CONTRACTOR SHALL POTHOLE AND VERIFY OR HIRE A PRIVATE
UTILITY LOCATE COMPANY TO LOCATE ALL UTILITIES WITHIN
THE JOB SITE PRIOR TO STARTING CONSTRUCTION.
2. CONTRACTOR SHALL VERIFY EXISTING GRADES AROUND
PROJECT SITE PRIOR TO STARTING CONSTRUCTION AND
NOTIFY CIVIL ENGINEER FOR ANY CONFLICTS WITH DESIGN
GRADES.
3. STORM DRAIN PIPE MATERIALS ARE AS INDICATED IN PROJECT
SPECIFICATIONS.
4. CONTRACTOR SHALL COORDINATE WITH OWNER'S
GEOTECHNICAL ENGINEER FOR COMPACTION TESTING OF
SOILS BELOW BLDG FOUNDATIONS AS REQUIRED.
5. PROVIDE HYDROSEED AT A MINIMUM FOR ANY GRASS AREAS
THAT ARE DISTURBED DURING CONSTRUCTION.
NOTE: CONTRACTOR SHALL UTILIZE
PUBLIC AND PRIVATE UTILITY LOCATES
TO VERIFY EX UTILITIES
NOTE: PROPOSED PORTABLES ARE
"DRY" AND WILL NOT HAVE NEW
WATER OR SEWER SERVICES PROVIDED
NOTE: NEAT CUT IN PROPOSED PORTABLE
FOOTINGS APPROXIMATELY 2-FT BELOW
GRADE.
COORDINATE WITH SCHOOL DISTRICT
FOR ACCESS TO AND FROM PROJECT SITE
Earthwork Quantities
EXCAVATION 60 CY
FILL 25 CY
NET EXCAV/FILL 35 CY
TOTAL EARTHWORK 85 CY
NOTE:
THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED
FOR MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL
IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT
INFORMATION. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS
A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL
PREPARE THEIR OWN EARTHWORK QUANTITIES BASED ON THE INFORMATION
PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO
DRAWINGS, SPECIFICATIONS, AND THE GEOTECHNICAL REPORT.
NEW/REPLACED
IMPERVIOUS LEGEND
LAYER QUANTITY
ROOF 1,172 SF
,'. =CGFRET'' ;, ..•.`' 26 SF
25 SF
*64 SF
TOTAL PROPOSED IMPERVIOUS: *1,255 SF
*GRATE METAL RAMPS/STAIRS
CONSIDERED 50% IMPERVIOUS AND 50%
PERVIOUS BY CODE
ENGINEERING DIVISION
APPROVED AS NOTED
�✓�` 07/23/2024
SEE APPROVED HAUL ROUTE
NO STORMWATER MANAGEMENT SYSTEM
REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACED IMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
HUTTEBAL L 9
_01
+OOEMOS
architr
4010 LAKE WASHINGTON BLVD NE
SUITE 320
KIRKLAND, WA 98033
425.828.8948
HOARCH.COM
ARCHITECT STAMP
CONSULTANT STAMP
J
w�
ti
43667
JC
JACOBSON
CONSULTING ENGINEERS
PROJECT INFORMATION
Edmonds-
Woodway
HS Portable
Placement
2024
7600 212th St SW
Edmonds, WA 98026
EDMONDS
SCHOOL DISTRICT No. 15
BLD2024-0518
SCHOOL DISTRICT LOGO
�� Edmonds
�1w: School District
PERMIT SET
03.26.2024
PROJECT NUMBER: 2305.2
SHEET NAME
CIVIL SITE PLAN
SHEET NUMBER
C2mOO
ROOF DOWNSPOUT
PER ARCH'L PLANS
VEGETATED FLOWPATH
SPLASH BLOCK
NTS 1
Not Used
NTS 6
Not Used
NTS 1 1
Not Used
0�
0
0
0�
0
BUILDING J�
0L
DC
0�
0 L
III II) �I DOWNSPOUT
EXTENSION
SPLASH BLOCK
NTS 16
Downspout with Splash Block
CONTOUR LINE
(TYP)
�0 ANGLE TERMINAL
END UPHILL 24" TO 48"
JP } TO PREVENT FLOW
AROUND WATTLE (TYP)
\�0 9 ^ ���Q WATTLE
\� Now Q1 TRENCH, SEE NOTE 2,
2"
STAGGER \�G / IN
OVERLAPS �Q6r' 0* 5" M Z M
�.
_ \- 2"x2"x24" UN -TREATED
WOODEN STAKE (TYP)
PLAN VIEW
AREA AVAILABLE FOR SPACING VARIES
SEDIMENT TRAPPING SEE WATTLE SPACING
(TYP) TABLE (TYP)
WATTLE (TYP)
/ SEE DETAIL
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:1 V
20'-0"
3H:1 V
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 0 3
D (0.5')
NTS
-(:
Straw Wattle
Men.N•_ I.- •�•_
•I�I�I�I�I�I�I�1' �I�I�I�I�I�I�I
I III III I I I I I
COMPACTEDSUBGRADE
SUBGRADE
(MIN 95% MAXIMUM DRY DENSITY)
NOTE:
1. DEPTHS ARE COMPACTED THICKNESS
W (5')
r 0.25 FREEBOARD, MIN. BASED
f ON 100 YEAR WATER LEVEL
NTS 1
Gravel Landing
�1
3 GRASS SEED OR SOD
ABOVE THE WATER
SURFACE ELEVATION
SEE SWALE SEED MIX
TYPICAL SECTION
NOTES:
1. D AND W SIZED TO ACCOMMODATE DESIGN FLOW,
PER CHAPTER 6.3 OF THE KING COUNTY SURFACE WATER DESIGN MANUAL.
2. ROUND ALL CORNERS FOR EASE OF MOWING.
3. MAXIMUM DESIGN VELOCITY SHALL BE 1 FPS FOR WATER QUALITY TREATMENT, AND
3 FPS FOR 100-YR CONVEYANCE.
4. MINIMUM BOTTOM WIDTH IS 2 FEET (b).
5. SLOPE SHALL BE BETWEEN 1 AND 6%.
NTS 17
Grass Lined Swale
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
�nl�li u 31N
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.
REVISION DATE
CITY OF EDMONDS TEMPORARY JANUARY 2018
SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R - 9 0 2
NTS n
Inlet Protection a
I
I
Iz
zl - I�
al I�
of I�
METAL SUPPORT
POST 6'-8' ON
CENTER SPACING
MIN 5' HEIGHT
5' POST HEIGHT
BARRICADE FENCING (ORANGE > j
CONSTRUCTION FENCE) MIN 4' b
HEIGHT SURROUND TREE OR 2' POST BURIAL DEPTH
GROUP OF TREES AT DRIP LINE L if
OR AS SHOWN ON PLANS
NOTES:
1. A MINIMUM 4 FOOT HIGH TEMPORARY FENCE MUST BE PLACED AT THE DRIP LINE OF TREES PRIOR TO
THE COMMENCEMENT OF CLEARING OR EARTHWORK. NOTIFY THE CLEARING AND GRADING
INSPECTOR TO GET BOTH THE INSPECTION AND WRITTEN APPROVAL OF FLAGGED TREES AND
TEMPORARY PROTECTION FENCING AROUND TREES TO BE SAVED PER THE APPROVED CLEARING AND
GRADING PLAN.
2. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE LIMITS OF
THE TEMPORARY FENCING. FILLING, EXCAVATION, AND CLEARING MUST BE ACCOMPLISHED BY HAND
METHODS ONLY.
3. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION MUST BE TREATED IN
THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1" IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT
TO REMOVE THE DAMAGED PORTION OF THE ROOT. ALL EXPOSED ROOTS WILL BE TEMPORARILY
COVERED WITH DAMP BURLAP OR WOOD SHAVINGS TO PREVENT DRYING AND COVERED WITH EARTH
AS SOON AS POSSIBLE.
4. SEE SHEET C1.00 FOR LOCATION OF EXISTING TREES TO RECEIVE TEMPORARY FENCING.
NTS 13
Tree Protection
GRANULAR FILL MATERIAL AASHTO
GRADING NO. 57 AS SPECIFIED IN
WSDOT SPEC SECTION 9-03.1(4)(C)
i o 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 <
> o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <
> o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <
> o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <
> o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
FILTER FABRIC
MIRAFI 140N OR COMPACTED SUBGRADE
APPROVED EQUAL (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.
NTS 18
Portable Pad
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED _
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
0
N
NATIVE BACKFILL MATERIAL I 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
1 FABRIC
N HIE
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
FILTER FABRIC FENCE
JANUARY 2018
CITY OF EDMONDS
FILTRATION SYSTEMS
PUBLIC WORKS
STANDARD
DEPARTMENT
DETAIL
P
APPROVED BY: R. ENGLISH
E R - 9 00
NTS 9
Silt Fence
Figure V-11.1: Planting Bed Cross -Section
MUICII
8„
Loose soil with
visible dark
organic matter
4"
Loose or
fractured
subsoil
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 Recycling Council NOT TO SCALE
Planting Bed Cross -Section
Revised June 2016
DEPARTMENT OF
ECOLOGY Please see http.Y/www.ecy.wa.govlcopyrighLhtml 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
NTS 19
Compost Amended Soil BMP TS.13
WIRE FENCE 10'
TO STEEL POST _
CLIP FENCE TO WIRE
- STEEL FENCE POST
TENSAR GS-1 SAFETY
FENCE OR EQUAL
GALVANIZED WIRE OR
OTHER APPROVED
MATERIAL
NTS
Clearing Limits Fencing
1/2" FULL DEPTH
EXPANSION 10'
JOINT DUMMY
JOINT
d G °
d °
.v a ° ° d °
° ° ° ° ° ° d
4 d
e a ° d c ° °
a
a. A 4
4
I, 0Q.G. 5' O.C.
(NOT TO SCALE)
1'
5' MIN MIN.
2% MAX
FULL DEPTH 1/2" EXPANSION
CURB/GUTTER SEE COE STD JOINT MATERIAL 40'
DTL TR-520 _2% MAX i
4 1�4 v a,. G d ° 1/2" R J a �2�MgS
• " R a a d
4 a a
I- 12" MIN 5/8" MINUS CSTC ON SEE NOTES 4 dt 5
NATIVE SUBGRADE BEARING SOIL
SEE NOTE 9
SECTION VIEW
NOTES: (NOT TO SCALE) 1/8- TO 1/4-
1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
2. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. • a• A • VZ. it 'a
3. FINISH SHALL BE LIGHT BROOM.
DUMMY JOINT
4. SIDEWALK THICKNESS SHALL BE 4". (NOT TO SCALE)
5. SIDEWALK THICKNESS AT DRIVEWAYS AND DRIVEWAY TRANSITIONS SHALL BE 6".
6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK.
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER.
8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION.
9. NATIVE SUBGRADE BEARING SOIL AND CSTC SHALL BE COMPACTED TO 95% MAXIMUM DENSITY.
10. ALL EDGES AND JOINTS SHALL HAVE 1/2" RADIUS
REVISION DATE
CITY OF EDMONDS APRIL 2021
CONCRETE SIDEWALK
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
�s } is APPROVED BY: R. ENGLISH T R - 5 31
NTS 15
Concrete Sidewalk
5/8" WIRE ROPE PROVIDE SECURE
................... .......... ............
................... .......... ............
0
V� �<\,���
BRACE RAIL
AND CABLE
1.666 INCH O.D.
STD WGT GALVANIZED
CORNER POST
TENSION WIRE
CONCRETE BLOCK
NTS 20
Construction Fence
HUTTEBALL
+OOEMOS
archittre
4010 LAKE WASHINGTON BLVD NE
SUITE 320
KIRKLAND, WA 98033
425.828.8948
HOARCH.COM
ARCHITECT STAMP
CONSULTANT STAMP
J
F7' v
ti
43667
/25/207A
JC
JACOBSON
CONSULTING ENGINEERS
PROJECT INFORMATION
Edmonds-
Woodway
HS Portable
Placement
2024
7600 212th St SW
Edmonds, WA 98026
EDMONDS
SCHOOL DISTRICT No. 15
BLD2024-0518
SCHOOL DISTRICT LOGO
If% Edmonds School District
PERMIT SET
03.26.2024
PROJECT NUMBER: 2305.2
SHEET NAME
SITE DETAILS
SHEET NUMBER
C100