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1 8" PVC N 269.79
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N88°3 ' W 1316.06 C (1315.80 P) NORTH LINE NW QTR SEC. 36-2/N-3/
/ / N88N88� -K630.77 GRID
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275.54 D/W � / / � - / AREA DRAIN-LG
273.84 1............ r� CB ITYPE-1 18" CONC IS 270.76 / T -4W 2.�6 �- I W SW \ \\
269.94 Q 1 4 RIMI 275.90 /t 8" PVC W 269.76 / / 6" CONC W 7n6 � � / _ W
269.82 0 I o 8" �ONC W 274.40 24 CMP W 269.76 / 7-
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�\ oN / /
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RI MF1
RIM 301.31
P/D 8" PVC N 294.26
8" PVC W 294.16
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0
�h CB TYPE
STOP RIM 275.71/ SDMHRIM
>0102 \ I 8" PVC E/272.96 8" VISIBLE
/ I I 4' F 12" VC W 272.37
Q / / .. / 36' C N 270.27 / J
RAMP I o .. INSTALL SILT
0) / / I,/ I FENCE (TYP)
SEE DETAIL 15
I IP Sp / �, OF / 1 " P NE 274.81 / 3.0
O / �C / � /
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4 IP / RAREA DRAI IM 278.89 -LG
e / \ I /
C� \ M g / 6" PVC S 76+11
D �, r PRQVIDE II Lrr PR ECTION I / /
0
.... FOR CAT4H B SIN GRATES I I oSSMH
278.97 / �\ TH E P RKI LOT AND I 1 ' ' ' / I
` / / A
1
269.37 AY AS NEEDED. EXISTING
C I PROPOSED LIMITS OF / /
269.\ _ C / / PLAYFIELD
.
269.22 22 I I M \ � FENCING (TYP) WALKING PATH SEE
/ SHEET C2.00 (TYP)
�/ I
_ � \ J I I v`-,
,, \ \ / I SEE DETAIL 20 o
WOODED SLOPE
NOT INCLUDED
IN SURVEY
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
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.
Call before you
Dgg.8-1-1
or 1-800-424-5555
UNDERGROUND
0 10 20 40 SERVICE (USA)
JUO
SCALE 1 " = 20'
Sheet Index
C1.00
TESC PLAN
C2.00
CIVIL SITE PLAN
C3.00
SITE DETAILS
LEGEND
PROPERTY LINE N 7933'06" E - 46.81'
LIMITS OF CONSTRUCTION = LIMIT =
FF FILTER FABRIC FENCING
CF TEMP CONSTRUCTION FENCING
STRAW WATTLE SW
CG TEMP CONSTRUCTION GATE
INLET PROTECTION IP
VEG TREE PROTECTION
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
I \ / INSTALL STRAW
1103 II � .../ / /
_\_ I \ \ \ / J I 3 0/' I WATTLE (TYP)
I I I D\ \\ I ARE DR N-LG/ / / I SEE DETAIL g
RIM 279.4
6" VC N/Sb76.28
W/TFM R. \ I P I /
CB PE- CENTER GRATE
Ry
I
II
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
�I RIM 78. / I
18" JON �/S 272.64
INSTALL CONSTRUCTION
FENCING (TYP)
CIO SEE DETAIL 20
3.0
QI I - _ 1. (........ ........
EXC
CO
/ Q �28"s\ \I I II I SPORTS FIELD DRAINAGE SYSTEM / I I I
AfI;EA JAIN-LG AND SHALLOW SWALE
RIV
/ 28415 / UNABLE TO CONFIRM CONNECTIONS 6' PVC�NW/S 276.82 / BETWEEN STRUCTURES AND TO / I
ADJACENT STORM SYSTEMS FROM
EX ASPHALT I FIELD OBSERVATIONS II I �
I I I
PARKING LOT 1 /
I / INSTALL CB
PROTECTION (TYP)
c� SCHO L I
20 MIT- F I SEE DETAIL
r�' I I I � F
� I
AREA DR4N-LG 0 SW
RIM 28J
� f9 6 /
I 6" PV)2 NW/SE 277.34
�
_ j� �, l /
_ CO
IN
, WOODED SLOPE
N IN SURVEY OINCLUDED
IP
OHPT PT
�. I \
PROTECT EX AREA DRAIN _
SCHC Q I .I.......I.. / EXC
�, N I I.. I I / \ / AND ASSOCIATED N88°36'43"W 618.25 C (618.38 P)
I 1
I � I I
I \ �/ / / STORM PIPING TO
..I\\ / \ \ / REMAIN (TYP)
FF 9 / / \ \/ , SPECIAL INSPECTIONS REQUIRED
0 , / AREA DRAIN -LAG\ FOR PERMEABLE PAV E M E N T
1 / RIM 282.28 AR A DRAIN-LG /
RIM 281.4 6" PVC W/E 279.73� \ RIM, 283.57
6" PVC / E 27 .39 \ \ 6"PVC S/W 281.97
IP �' I N
-A SD SD SD SD
12' CLF 1214
' CLF IP /
Q" III I PLAYGROUND
c� I m Io I EQUIPMENT
11 " hROIN SE`180+24 L... I o / / \ (WOOD CHIPS)
l \\
\I I
EX PLAYGROUND
METAL-
1 I o.\\ \\\ \ I\ \ I )\ J BENCHES
r
IP
A,
\ \\\ \\\\\ a\ B TYPE-2 _0 EEATI G AREA
\ X�-
/ ED \ \ \ \\_ \ RIM�182 09, SAT POST O Q.
/ PED \\ �\ \ 1�� OQ274.10 ATCH
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AREA DRAIN-SM
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K
RIM 283.08
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]
AREA DRAIN-SM
RIM 283.06
6" PVC S 282.21
7
,
4' CLF
4' CLF
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PLAYGROUND o 1
EQUIPMENT V)
(WOOD CHIPS) I I N
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/
AREA DRAIN-SM / I BORDE . BORD \
RIM 283.03 / I \ �PROTECT EX
6" PVC S 282.18 /
/ PLAYGROUND AREA TO
/ \ REMAIN
PLAYGROUND
POWER CABINET EQUIPMENT
e 8 e ® ' (4 4' CLF
I (WOOD CHIPS)
4' 1�LF 4' CLF I /
�X
X
/r� GATE /
EXC
P \ \
CB TY E-1 /
\ 1
R91 IRON NW 2 0.8�,
SD SID SD
EX ASPHALT
PARKING LOT
O�
OLD LOCATE FAINT D
H� o
IIIII� �I� C
Q
c�
-SW SW SW ' CLF
I SW
o DEMO THIS PIECE OF
N ICHAINLINK FENCE, PROTECT EX GATE AND
INCLUDING POSTS AND INCLUDING FENCE TO IP
FENCING MATERIAL REMAIN CB TYPE-1
S RIM 283.89
SD-\ / 8" GONG S 282.39
COI
AI
EX ASPHALT I \
PLAY SURFACING \
PROPOSED CONTRACTOR \
LAYDOWN AND STAGING AREA
I/ BUILDING � - _- - - - - - - - -
GAS S LOCATE D I
G S O PAINT � m / I
_AAnn I ENDS / � \ o i I
COMPLIES WITH APPLICABLE
CITY STORM CODE
(� 07/06/2023
REFER ALSO TO:
STORM WATER MANAGEMENT REPORT
PREPARED BY JACOBSON CONSUL.TING
ENGINEERS AND DATED JULY 5, 2023.
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
SEE ARCHITECTURAL PLAN SHEET G0.00
FOR ADDITIONAL SITE INFORMATION
(PLAYGROUND AREAS, GOAL POSTS,
FIELD LAYOUT, ETC)
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.
y 4. ALL DISTURBED AREAS THAT WILL NOT BE INSTALLED WITH
y POUROUS ASPHALT PAVEMENT, SHALL BE COMPOST
AMENDED PER 2019 STORMWATER MANAGEMENT MANUAL
Y FOR WESTERN WASHINGTON BMP T5.13. -(
Y SEE DETAIL 7/C3.00 ,(
Y
y 5. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING
y TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS,
AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING
Y CONSTRUCTION. -(
ENGINEERING DIVISION
APPROVED AS NOTED
06/29/2023
' M Reviewed by
1
City of Edmonds ;
1
1 Planning Division
City Of Edmonds
Building Department
Work WALKING PATH/PLAYGRUND
Address 22901 106THAVE W
--
Owner SHERWOOD ELEM
--------------------------
Approved Date
Building Official
Permit Number BLD2023-0275
HUTTEBALL
OREM,US
architr�
4010 LAKE WASHINGTON BLVD NE
SUITE 320
KIRKLAND, WA 98033
425.828.8948
HOARCH.COM
ARCHITECT STAMP
CONSULTANT STAMP
V. 06/�5/2023
it
JC
JACOBSON
CONSULTING ENGINEERS
PROJECT INFORMATION
Sherwood
Elementary
Walking Path
& Playground
Improvements
22901 106th Ave W
Edmonds, WA 98020
EDMONDS
SCHOOL DISTRICT #15
BLD2023-0275
SCHOOL DISTRICT LOGO
Edmonds
School District
01.10.23
CHANGE PATH TO 6FT WIDTH
�1
01.12.23
COORDINATION UPDATES
�2
2.08.23
PAVING AREA REDUCTION
03.03.23
PERMIT SET
05.17.23
PERMIT COMMENTS
::::4]
PERMIT
SET
05.17.23
PROJECT NUMBER: 2301.2
SHEET NAME
TESC PLAN
RESUB
May 30 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
SHEET NUMBER
C1.00
27
P.N. 00610400002700
2300
\ SSMH
CO RIM 280.39STOP P.N. 27032500312600
x�
8" PVC E 269.89
/ \ \�
\ I I 8" PVC N 269.79
o
D W VO \ 6' VBF \ \ 5' CLF 5' CLF CD
o
°n'r / VCB / - z I I I I SSMH
_ / / / VCB RIM 301.31
/ NORTH LINE NW QTR SEC. 36-2/N-3/ / \ 1 \
N88°3 ' W 1316.06 C (1315.80 P) / � , c`�
_ _ P/D g PVC W 29416
8" PVC N 294.26
oyT � - / _ / _ N88°36'44"W �630.77 GRID �, � ,
-?- eAsrs of RiNcs - - - � �� \ � \\ \ \ \ \ � � \ � 1 I � \ � � D/W a
ENDS-,--,",
\ - f -� 657.90 P - \ \ \ - - +
_ - - -
°H STREET SW EDG`11 OF PAVEMENT O X 41 CLF \ \
'`/r 22 - -
RL �^ cn X \
o a n. ir, \ \ �OVE `'d.
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S/N 4 F F� 1a- \ \ 'iy S N /�iPT /
ED CLF 4 C F T T T
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2 cn cn: FENCE
-_-
F
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c LSD... % SQ-. D SID278.79 SD
278 86
F.y
.. .. c` 278. 6 �8\ \. \ .....
Fi F1a r /� ........... ��
/ 278.76 (EX) °
275.54 D/W ✓ / RIM 174.44 E
273.84 1........ r� CB ITYPE-1 1 p 7 I \ \ \\
269.94 Q 4 RIMI 275.90 8 R / 6" GONG W 2 \ \\ N
278.65 (EX)
269.82 11 0 8" �ONC W 274.40 / 2 �0'
283.24 / /
\ 1 .. N / // 278.80 278.7o�Ex> / / \1
�> .
�lc . CB TYPE-1 / 283.36
\ STOP 1 RIM 275.71/ SDMH 95 / /
>0102 / I 8" PVC E/ 272.96 / RIM 276.67
8" PVC W NOT VISIBLE / / / _ 283.54 WOODED SLOPE
I 4' F / / 12" PVC SW 272.37 / / 283.14 (EX) NON INCLUDED
.. 36" CMP N 270.27 / J / O
RAMP I o / / / - ' / / / / �'y
� / 283.69
cn / / / / / / / 283.43 (EX)
�
12" PVC NE 274.81 / / / // 283.59 (EX)
W/DEBRIS RACK / /
283. 4 (EX)
/ 173.75 0'
/
AREA DRAI
RIM 278.8 \ I / / 284.t 4
6" PVC S
GAS � \\ ,�' 0 X )
r
278.97
269.37 e ' I �� I\I / C ` \ // EXISTING
269.22 \ / / I 176.790' / PLAYFIELD
269.22 I I M 280.04
\<
/ o \ \ / I -0 0 279.94 (EX)
1103 /
/ / I
I � /
I
RIM
6" /S/276.28 /
W/TFM R.
J / W/CENTER GRATE
R
/ I
I
C�Pt/ �P
O\e \
/ w \
Q _Pt......... 1 I / � I / INSTALL NEW POROUS
EXC........ I I
/ / I T
_ 1 / M ASPHALT WALKING PAH I I
-... �.\ I / cn I / SEE DETAIL 19 I I
i o I / 3.0 I
/ Q - Zak `- A -LG I SPORTSAND FIELDLLOW SWANS GE SYSTEM
RI / UNABLE TO CONFIRM CONNECTIONS
6' S 276.82 / BETWEEN STRUCTURES AND TO
ADJACENT
OBSERVATONSRM SYSTEMS FROM
FIELD / I
EX ASPHALT
Q \ II \ I PARKING LOT
c� SCHO LI
/ 20 MITT \
C) 0 AREA DR4N-LG RIM 7Rn/Cq
Q O / { 284.82
280.96 280.86 (EX)
0// // I �Q1 284.72 (EX)
WO
ODED
INCLUDED
20' \ /. / / I I / 1 / /
s118 / I PROTECT EX AREA DRAINS AND / IN SURVEY
o / I // ASSOCIATED STORM PIPING TO / I
l I ,
281.77 (E)O REMAIN (TYP) /
_ I -
-OHPT FIPT ' PT
CD I I.... I I I EXC �r� \ 1 281.88 R10 282.45 (EX) / REPLACE EX AREA DRAIN FRAME �� N88°3 618.2 8.38 P
I I I \
I R10, / AND GRATE WITH NEW FRAME AND
I 282.20 / NON -SOLID
SLIP METHYL MET ACRYLATE I
(MMA) COATING. COATING SHALL BE °
PLACED PER MANUFACTURER'S I
1No 282.30 282.55 RECOMMENDATIONS.
\
V. 282.86 1 I e 1 J'c�, ° < `v AREA DRAIN-L I
- - \ \ 1 L / \ RIM 282 28 AR A DRAIN-LG
"- W/E 279. % 283.5 (EX) R14 283.57 /
R11' NEW PLAYGROUND ,/ 6" PVC S/W 281.97
282.96 282.9s AREA PER ARCH'L, II
283.59 (6) 284.75 (EX) \ i
R5' PLANS SD sD �12�LF 282.96 (EX) 283.08 �L - - - \ 12' CLF
Q I ➢\TI - 2 2 INSTALL NEW POROUS ASPHALT
\ I \ 1 PLAYGROUND I� g! (EX
c� I m to I I I I I I I I - / x EQUI I. AEA �RAINISM I I I I I I I I I 28 s PAVEMENT TO SERVE AS PLAY AND
I I I I I1�" hROIN SE1280.24 U) / hAlnr RIM 83.04 . CON RE
J ACCESS TO FIELD i
I/ I4" P cs1281.II1 I I I I I I .�
i cn 1 1 I / SEE DETAIL 19
/ I I. I I I I � MATCH EX .BORDER (TYP.)
I ASPHALT GRADE /I d I I I I I I I I I I 3.0 I
I\\ I I I I I AEA RAIN I SM PLAYGROUND
EX PLAYGROUND
\ 1 `_ - J ^ METAL gRl K I I RIM I283.OI8 : I I I I EQ� IPMENT.
I I I \ \\ \\\ \ I\ ; I %\ J / BENCHES 4 PVC N/S 281.71 (WOQD CHIP$) .
. I I I I I I. I I I I I I I I TO FILL IN GAP IN FENCE
3 � 20' I �° \ V A V A \ V A - - - SD �� f � '
\\\ 0 , RIM A DR IN-SM I I I I I I I I I I \ PER ARCH L PLANS
AREA ' 136'-SM
\ \ \\\ \� 6" PVC S.2 2.21 / BORD PROTECT EX
' \ \,� I I I I 6[MPv�3s 282:18I I I f PLAYGROUND
/ \ \ \ \ \ B TYPE-2 EX EATI G AREA
/ ED �, \ \ \ \ RIM-282109, _CAT POST o -
/ \ 8 C S 274.10 I (� AREA TO REMAIN
/ PEDDON�MIE9 ARl` D C� �1� - \ PLAYGROUND
W � � POWER CABINET � EQUIPMENT
_ R F �STP, C`OI NECTI0�1� o G G SD 4' CLF f
UNA\�9S1�R �IPE�IAI /��RT� \ �SMH s�N F� 4' CLF EA 8 El ® / 284.19 ( 4 E �I (WOOD CHIPS)
o T\ off \� \�\ IM,282 \ G GA POST X X ;� 4' 1�LF " 85.07((EX)
W Z72.8aLATC Sp x /X
IR S\272�o
� \ STRU I N ANIdEJLED� EXC P I � 4' CL
EXC 284.51(E CLF
W = \ \ SUMP h•G S€WADE �� H DST \ - \ P P ,
aj
° Rq/S 4\ F \ \ \ \ P P NEW CHAINLINK FENCE 284.94 (EX)
Fp C° 1Z ` \ PROTECT EX GATE
I NC Wq \ C� \ F TO FILL IN GAP IN FENCE
X� CB TY E-1 / m AND CHAINLINK
\ \ \ RIM 2813.19 / I PER ARCH L PLANS FENCE TO REMAIN
606 W /
CB TYPE-1
\ 2" IRON NW 2 0.8� MATCH EX S RIM 283.89
C/, / \�
_ r FIRE (ANE�_ \ \ \ \ SD SD_ - - SU SD SD ASPHALT GRADE 8" GONG S 282.39
to I Gj TRIPE cn \ \ \ S� -0 Zg�
/ \ \ \ \ EX ASPHALT cON�-
//yy I I �� / �\ \ \ 8�\ PARKING LOT I RAMP
STOP GAS `06 /\D Q /
9 NSS S I I \ \
CD
o EX ASPHALT
._ D / / / X P PLAY SURFACING
G U) / c� OLD LOCATE FAINT D
W/�1U�P &JJGC // ,/ M 1 gyp\ HC o 0 0 0 o P \ /
a Q // /� / / / / / / / / SQ �O w \ o X ` / KEEP OFF
m
O PT OHPT / / / / C \ " " I n � \ BANK
N/P I D
cn
ri r rl� r 1 \ O O O PORTABLE
a: I I I P / / ` m \ / BUILDING
\ �I I /
30' 20' Cf)
Cn
HALT I o /�---------- \\
A PA
GAS III I I I Ir \ GAS G S rS PAINT -LOCATE n
II I � I. I I I I I I, �G S 4nn �S nn M-� M nn I ENDS A o�
Call before you
Dgg.8-1-1
or1-800-424-5555
UNDERGROUND
0 10 20 40 SERVICE (USA)
SCALE 1 " = 20'
LEGEND
PROPERTY LINE
N 7933'06" E - 46.81'
CONTOUR (INDEX)
�1
CONTOUR
SPOT ELEVATION
�f TC 109.86
109.36 BC 109.36
GRADE BREAK
- -RIDGE - - - - - -
POROUS ASPHALT
SEE ARCHITECTURAL PLAN SHEET G0.00
FOR ADDITIONAL SITE INFORMATION
(PLAYGROUND AREAS, GOAL POSTS,
FIELD LAYOUT, ETC)
COORDINATE WITH SCHOOL DISTRICT
FOR ACCESS TO AND FROM PROJECT SITE
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. PROTECT ALL EXISTING STORM DRAIN OUTFALL PIPES AND DRAINAGE
STRUCTURES AS INDICATED ON PLANS.
4. PROVIDE HYDROSEED AT A MINIMUM FOR ANY GRASS AREAS THAT ARE
DISTURBED DURING CONSTRUCTION.
5. EXISTING IRRIGATION LINES MAY BE LOCATED BELOW FOOTINGS OR
WITHIN LIMITS OF PROPOSED WALKING PATH. CONTRACTOR SHALL CUT AND
CAP IF IRRIGATION LINES DISCOVERED. COORDINATE WITH OWNER PRIOR TO
PERFORMING THIS WORK.
6. THE NATIVE SOIL SUBRADE AT THE BASE OF PAVING LAYER SHALL BE
EXPOSED BY EXCAVATING AS NEEDED, THEN LIGHTLY SCARIFIED PRIOR TO
PLACEMENT OF THE FIRST LAYER OF THE PAVING SECTION.
7. COMPACTION OF THE PAVING SECTION LAYERS SHALL USE LIGHT -DUTY .�
EQUIPMENT SUCH AS A VIBRATORY SLED OR SMALL DRUM ROLLER.
COMPACTIVE EFFORT SHOULD BE ADEQUATE TO MEET COMPACTION
STANDARDS BELOW PAVING, BUT OVER -COMPACTION SHALL BE AVOIDED.
0=01100040
Earthwork Ouantities
EXCAVATION 330 CY
FILL 12 CY
NET EXCAV/FILL 318 CY
TOTAL EARTHWOR 342 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, AND SPECIFICATIONS.
NEW & REPLACED IMPERVIOUS LEGEND
QUANTITY
S P 9,784
TOTAL NEW & REPLACED IMPERVIOUS: 9,784 SF
HUTTEBALL IP,
*OOEMOS 10
wChIltectw!
4010 LAKE WASHINGTON BLVD NE
SUITE 320
KIRKLAND, WA 98033
425.828.8948
HOARCH.COM
ARCHITECT STAMP
CONSULTANT STAMP
-W Rt W 05/15/2023
JC
JACOBSON
CONSULTING ENGINEERS
PROJECT INFORMATION
Sherwood
Elementary
Walking Path
& Playground
Improvements
22901 106th Ave W
Edmonds, WA 98020
EDMONDS
SCHOOL DISTRICT #15
BLD2023-0275
SCHOOL DISTRICT LOGO
�*1 Edmonds
Imo: School District
01.10.23
CHANGE PATH TO 6FT WIDTH
�1
01.12.23
COORDINATION UPDATES
�2
2.08.23
PAVING AREA REDUCTION
03.03.23
PERMIT SET
05.17.23
PERMIT COMMENTS
�4]
PERMIT
SET
05.17.23
PROJECT NUMBER: 2301.2
SHEET NAME
CIVIL SITE PLAN
RESUB
May 30 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
SHEET NUMBER
C2m00
NTS 1
Not -(:
Used
NTS
Not --(: 6
Used
NTS 1 1
Not Used
Figure V-11.1: Planting Bed Cross -Section
Mulch
AK 811
Loose soil with
visible dark
organic matter
411
Loose or
fractured
subsoil
Reprinted from Guidelines and Resources For Implementing Soil Quality and
Depth BMP T5.13 in WDOE Stotmwater Management Manual for Western
Washington, 2010, Vashington Organic Recycling Council NOT TO SCALE
Planting Bed Cross -Section
Revised June 2016
DEPARTMENT OF
ECOLOGYPlease see http.yAvww.ecy 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
NTS
_(:7
Compost Amended Soil BMP T5.13
NTS 1
Not Used
CONTOUR LINE
(TYP)
ANGLE TERMINAL
END UPHILL 24" TO 48"
TO PREVENT FLOW
AROUND WATTLE (TYP)
PLAN VIEW
r AREA AVAILABLE FOR
SEDIMENT TRAPPING
(n'P)
WATTLE
TRENCH, SEE NOTE 2
2" MIN
5" MAX
z
2"x2"x24" UN -TREATED iv
WOODEN STAKE (TYP)
SEE WATTLE
TABLE (TYP)
WATTLE (TYP)
SEE DETAIL
SECTION A -A
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.
Sl 18��
REVISION DATE
CITY OF EDMONDS JANUARY 2018
WATTLE INSTALLATION
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R- 9 0 3
NTS n
Straw Wattle a
BARRICADE FENCING (ORANGE QX>S�S12 S�
CONSTRUCTION FENCE) MIN 4' ��
HEIGHT SURROUND TREE OR 2' POST BURIAL DEPTH
GROUP OF TREES AT DRIP LINE
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 TREE PROTECTION AND TESC PLANS FOR LOCATION OF EXISTING TREES TO RECEIVE TEMPORARY
FENCING.
5. SEE SPECIFICATIONS FOR PRUNING, WATERING, AND OTHER MAINTENANCE REQUIREMENTS
NTS 13
Tree Protection
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
4"
(MIN)
PAVEMENT
BASE COURSE,
SEE NOTE 2
6"
PATE: 2', MIN
(MIN)
OR CSCC: 3" (MIN)
OR PER
MANUFACTURER
RECOMMENDATION
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
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
NTS
Inlet Protection
POROUS HMA/WMA, SEE NOTE 1
PERMEABLE ASPHALT TREATED
BASE COURSE OR CRUSHED
SURFACING CHOKER COURSE,
SEE NOTE 3
PERMEABLE BALLAST, SEE NOTE 4
RU REATMENT LAY
(IF :REQUIRED DMONDS
1' (MIN) ABOVE SEASONAL HIGH _F
ST R CODE), S 5
GROUNDWATER TABLE OR
HYDRAULICALLY RESTRICTIVE LAYER
SUBGRADE,
SEE NOTE 6
GENERAL NOTES:
1. REFER TO THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 11) AND
INFEASIBILITY REQUIREMENTS.
2. THE MINIMUM THICKNESS SHOWN ABOVE MAY NOT BE SUFFICIENT FOR ALL APPLICATIONS. A PROJECT SPECIFIC
PAVEMENT DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON
IN CIVIL ENGINEERING TO:
2.1. SUPPORT THE ANTICIPATED LOADING (E.G. PAVEMENT DESIGN LIFE, INITIAL AND TERMINAL SERVICEABILITY,
RELIABILITY, ETC.) AND
2.2. TO SATISFY THE HYDROLOGIC REQUIREMENTS OF THE CITY OF EDMONDS STORMWATER CODE (I.E.. CODE MAY
WARRANT A THICKER PAVEMENT SECTION THAN THE MINIMUM STRUCTURAL SECTION REQUIRED).
3. FOR SUBGRADE SLOPES 3% OR GREATER, SUBSURFACE CHECK DAMS OR OTHER METHODS TO PROMOTE
SUBSURFACE PONDING ARE REQUIRED (SEE SD-627).
4. IGEOTEXTILE SHALL NOT BE USED IN PAVEMENT SECTION UNLESS REQUIRED BY GEOTECHNICAL ENGINEER. IF
REQUIRED, GEOTEXTILE SHALL CONFORM TO WSDOT 9.33.2(1) GEOTEXTILE FOR SEPARATION, WOVEN TYPE.
5. REFER TO WSDOT LOCAL AGENCY GSPs DIVISIONS 2-9 FOR APWA GSPs.
NOTES:
1. POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-04.
2. SURFACE SLOPE SHALL BE BETWEEN 0.5% AND 6%.
3. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION.
4. PERMEABLE ASPHALT TREATED BASE (PATE) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-SA2.
CRUSHED SURFACING CHOKER COURSE (CSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP
4-04.2(9-03.9(2)).OPT2.
5. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1.
6. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2022 CITY OF EDMONDS STORMWATER
ADDENDUM.
7. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS.
REVISION DATE
CITY OF EDMONDS TYPICAL POROUS APRIL 2023
ASPHALT PAVEMENT
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
�S t . I B') APPROVED BY: R. ENGLISH S D- 621
WIRE FENCE 10'
TO STEEL POST _
CLIP FENCE TO WIRE
- STEEL FENCE POST
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
8"
TENSAR GS-1 SAFETY
FENCE OR EQUAL
GALVANIZED WIRE OR
OTHER APPROVED
MATERIAL
NTS 5
Clearing Limits Fencing
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS -\
I I I TMESH FENCE
TO SUPPORT FILTER
ABRIC
BURY BOTTOM OF FILTER
N MATERIAL 8" TO 12"
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
__tNq1_
1
FILTER FABRIC FENCE
JANUARY 2018
4
4
CITY OF EDMONDS
FILTRATION SYSTEMS
PUBLIC WORKS
STANDARD
DEPARTMENT
DETAIL
f. 18 9 0
APPROVED BY: R. ENGLISH
E R- 9 0 0
NTS 15
Silt Fence
5/8" WIRE ROPE PROVIDE SECURE
END ATTACHMENT AT CORNER AND
GATE POSTS AND PROVIDE RUNNING
ATTACHMENT AT LINE POSTS AND
NEAR CENTER OF EACH FENCE PANEL
TRUSS ROD 3/8" DIA
W/ TENSION DEVICE
rTn rTnl Irn
1.666 INCH O.D.
STD WGT GALVANIZED
CORNER POST
I LIVJIVIV VVII\L
CONCRETE BLOCK
HUTTEBALL
+OOEMOS
architi>r�
4010 LAKE WASHINGTON BLVD NE
SUITE 320
KIRKLAND, WA 98033
425.828.8948
HOARCH.COM
ARCHITECT STAMP
CONSULTANT STAMP
06/5/2023
JC
JACOBSON
CONSULTING ENGINEERS
PROJECT INFORMATION
Sherwood
Elementary
Walking Path
& Playground
Improvements
22901 106th Ave W
Edmonds, WA 98020
EDMONDS
SCHOOL DISTRICT #15
BLD2023-0275
SCHOOL DISTRICT LOGO
Edmonds
School District
01.10.23
CHANGE PATH TO 6FT WIDTH
�1
01.12.23
COORDINATION UPDATES
�2
2.08.23
PAVING AREA REDUCTION
03.03.23
PERMIT SET
05.17.23
PERMIT COMMENTS
PERMIT
SET
05.17.23
PROJECT NUMBER: 2301.2
SHEET NAME
4
7SU
TAILS
[DEVELOPMENT
SERVICES
NTS 1 6
Not Used
NTS 1
Not Used
NTS 1 A
Not Used a
NTS 1
Porous Asphalt Pavement
NTS � 0
Construction Fence
SHEET NUMBER
C3.00