APPROVED ENG STM RESUB 3-BLD2023-1484+Civil_Plan+5.24.2024_2.10.52_PM+4282084SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
LMOT C I ///g
cli
SECTION '18,
ASPffLT
l / DRIYEWAY .
FOUN6 REBAR W/0 CAP i
PROP. 5' 1ARAGE /0.1'(W) OF CORNER
I
i
GRADING/WALL I ,
N 90`00'00' W
i
EASMT. N 90°00'00" W
I
97.25'
I
\366\ 79.23' -
21.
i--
/
I
10' BSBL,
�1
I
F_/ �mV)
_j \\
I
V)N
00
I
/
I
UNCOV.
/
I
PATIO I /
/
I
(214 SF) ,\ /
I
I
I\
COVERED I
r A • ; • i
I\
\
PATIO
I
I
\
OUTDOOR UNIT OF
L
DUCTLESS HEAT PUMP
00
=- I
PROPOSED SFR
(3,100 SF) I; I �
nI
I LO
PARCEL B
�, I
15,056 SF
o I
I
PARCEL C
o l
12, 094 SF
o I
I
42'
CONCRETE z1
I
C
COVERED / z
/
LANDING
PORCH I'
(60 SF)
II
•Lj
1 EV READY PARKING
I
�'
SPACE REQUIRED PER
HED
FED
I
GARAGE
.
ECDC 17.115
'
10,
1
I
SHED
HOUSE
I
.:
J
EX.
POWER
#193,?4
A r a -'
POLE
I
25' :
/
(TBR)
I
I
. •B�BL•
4 s° : a.�•
PROPOSED
I
CONChETE
jI =_
0
.e • ° . . • •'
C
PERMEABLE
J
5�
)UNO1kEBAR/CAP 0.1'(S) OF
)RRNJE STAMPED BROKKE \
(
f
I
\ /
�D R I
•• .'
°g °
PAVEMENT
(707 SF)
;
Q
O.2-'(W) OF CORNER
I
A. A
Q
I C
9 7.25'
I
..
77.01,
H
N .90°00'00"
W
\
I
1 s
N 90°00'00" W 1
00
W �w
w -� w\
w
w
I
3°°00
Ln
\ass ss- ss
ssT- ss �s
S
STND ASPHALT
\
\�
194�TH ST SW
(228 SF)
I
�
DRIVEWAY
\
\��
\
GRAVEL \
DRIVEWAY \
I
6
�RAVFI
IASPHALT
X
®
_
\\
\ �,
SSMH
\RIM= 362.74
\
R
INV. 8" QNC(W)
\\
\
CNTR CHNL=349.99
I
\
\ \
GRAVEL
LEGEND
• SET 1/2" X 24" REBAR W/CAP STAMPED 'PCS 37536"
O EXISTING REBAR W/CAP, AS NOTED
A EXISTING NAIL AND WASHER AS NOTED
OFOUND CONCRETE MONUMENT AS NOTED
RIGHT OF WAY CENTERLINE
OSTORM DRAIN MANHOLE
CATCH BASIN
WATER VALVE
FIRE HYDRANT
WATER METER
QS SANITARY SEWER MANHOLE
MAILBOX
SIGN POST
UTILITY/POWER POLE
GUY ANCHOR
❑ ELECTRICAL JUNCTION BOX
❑ TELEPHONE RISER
CONIFEROUS TREE
DECIDUOUS TREE
F FIR
C CEDAR
H HOLLY
M MAPLE
tA<N MOMWN
LOT COVERAGE:
LOT AREA = 12,094 SF (0.28 AC)
LOT COVERAGE = 2,682 / 12,094 = 22.2%
MAX LOT COVERAGE = 35%
AVG. LOT SLOPE: 8%
IMPERVIOUS SURFACE CALCS
PROPOSED SFR:
3,100 SF
PROPOSED WALKWAY:
60 SF
PROPOSED UNCOV. PATIO:
214 SF
NEW DRIVEWAY:
647 SF
TOTAL PROPOSED:
4,224 SF
HEIGHT CALCS
A = 364.15
B - 367.16
C - 367.30
D = 365.99
AVG. ELEV. = 14644.6/4 = 366.15
ACTUAL HIGHEST RIDGE = 389.66'
CB RIM=371.86
INV. 6"PVC(S)=370.01
GARAGE SLAB @
DRIVE: 366.80'
APPROX. LOC.
EX. WATER MAIN
ER
\
I CB RIM= 368.32
N
INV. 6 "PVC(N)=365.82
INV. 8 "PVC(E)=365.02
\ INV. 4 "PVC(E)=365.39
INV. 8"IP(S)=364.72
C
�r FOUND NAIL AT INTERSECTION OF 88TH
AVE W & 194TH ST SW
SO S
SSMH RIM=367.56
INV. 8 "CONC(N)=358.71
INV. 8 "CONC(E)=358.71
INV. 8"CONC(S)=358.61
INSPECTION REQUIRED
PRIOR TO BACK FILL
NOTE:
THE DESIGN INFILTRATION RATE PROVIDED
BY THE PROJECT GEOTECHNICAL ENGINEER
FOR THIS PROJECT SITE IS 0.162 INCHES
PER HOUR.
NOTE:
A TOPOGRAPHIC SURVEY HAS BEEN PERFORMED BY
PACIFIC COAST SURVEYS, INC. ALL EXISTING
INFORMATION SHOWN IS BASED ON OTHER
CONSULTANTS OR FROM SITE OBSERVATIONS.
EXISTING SOIL & VEGETATION NOTE:
THE EXISTING SOILS ON THIS SITE WERE FOUND
TO BE WEATHERED AND UNWEATHERED GLACIAL
TILL. GROUNDWATER WAS NOT ENCOUNTERED
AT ANT OF THE TEST PITS. THE EXISTING SITE
CURRENTLY CONSISTS OF A SFR, SHEDS,
WALKWAYS, AND A DRIVEWAY.
NOTE:
A BOUNDARY SURVEY HAS BEEN PERFORMED FOR THIS
PROJECT BY PACIFIC COAST SURVEYS, INC.
RANGE 4 E.7 W.M. I 111i-_V_1W0-fy�'
SECTION 18 TOWNSHIP 27 RANGE 04 QUARTER SW TH PTN GOVT
LOT 4 SEC 18 TWP 27 N RGE 4
SNO CO WA DAF: COM AT SW COR SD SEC 18; TH NO°37'06"E ALG W LN SD SEC 18 673.81 FT; TH
E ALG N MGN OF 194TH ST SW(A COUNTY RD) 940.49FT TO TPB;
TH CONT E ALG SD N MGN
77.00FT; TH NO°50'00"E 154.83FT; TH W 79.26FT; TH S 154.81 FT
TO TPB AKA PAR C PER CITY ED
SP NO S-45-78 REC AFN 7901110211
SITE DATA
SITE ADDRESS: 8811 194TH ST SW, EDMONDS, WA 98026
TAX ACCOUNT NO.: 2704180031400
GROSS SITE AREA: 0.28 ACRES
OWNERZAPPLICANT
LANDSVERK QUALITY HOMES INC
24113 56TH AVE W
MOUNTLAKE TERRACE, WA 98043
CIVIL ENGINEER SURVEYOR
GEOTECH
OMEGA ENGINEERING, INC. PACIFIC COAST SURVEYS, INC.
COBALT GEOSCIENCE, LLC
JOSEPH SMEBY, PE P.O. BOX 13619
P.O. BOX 82243
2707 WETMORE AVE. MILL CREEK, WA 98082
KENMORE, WA 98028
EVERETT, WA 98201 425.512.7099
206.331.1097
425.387.3820
F: 425.259.1958
PUBLIC UTILITY PURVEYOR INFO.
1) SNOHOMISH COUNTY PUD
425.783.1000
2) PUGET SOUND ENERGY
1.888.225.5773
3) WATER AND SEWER: CITY OF EDMONDS 425.771.0235
4) STORM: CITY OF EDMONDS 425.771.0235
5) FIRE: CITY OF EDMONDS FIRE DEPT.
425.771.0215
6) PHONE: ZIPLY FIBER
866.669.4759
7) CABLE: XFINITY/COMCAST
800.934.6489
jh DATUM NAVD 88
BENCHMARK
FOUND SSMH AT INTERSECTION OF 88TH AVE
W AND 194TH ST SW.
ELEVATION=367.56'
REFER ALSO TO:
STORM DRAINAGE REPORT PREPARED BY
JOSEPH M SMEBY ENGINEER, DATED
5/23/2024 AND APPROVED 5/30/2024.
ENG2024-0139 - ROW PERMIT
ENG2024-0142 - SIDE SEWER PERMIT
ENG2024-0140 - WATER METER
COMPLIES WITH APPLICABLE
CITY STORMWATER CODE
05/30/2024
N
ne
BLD2023-1484
0 20 40
HORIZONTAL SCALE
J
VICINITY MAP
SCALE: 1" = 2,000'
40
00
ro
Utility patches shall be combined and full width or half
width overlay will be required depending on the extent
of disturbance. Where utility patches fall entirely within
one travel lane, the overlay shall extend to the
centerline of roadway. Where utility patches extend into
both travel lanes then a full width overlay is required.
Know what's below.
Call two business
days before you dig.
RESUB
May 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DRAWING INDEX
1) COVER SHEET
2) SWPPP / TREE RETENTION PLAN
3) SWPPP DETAILS
4) GRADING & DRAINAGE PLAN
5) STORM DETAILS
6) UTILITY PLAN
7) DETAILS
8) NOTES & DETAILS
TC1) TRAFFIC CONTROL PLAN
TC2) TRAFFIC CONTROL PLAN
Cn
z
0
w
o
U
W
U
U
U
W
w
Cn
00
q
Y
��
.•
0
N
U-)
c
00 N�
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
Jdl, WgAt",tnt 06/03/2024
BY: VV
CITY ENGINEERING DIVISION
W
W
2
(n
W
0
0"
Z
W
Z
0�
Z
2
O
Z
_
z
0
U
U)
O
�w
Q
01
0
Z
p
w
w
O
Z
~
C)Q
z
J
0
U)
J
O
O
Wz
LL
O
�
C
0
0
�
G
N
U
PROJ. NO.
DSN. BY:
23-0416
JMS
I
DATE
5/24/2024
SCALE:
1"=20'
DRAWING NO.
1
8
OF
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
&I..4FIL.IEW0OD LOT C
SECTION 18, TOWNSHIP 27 N. RANGE 4 El W.M.
I `
11 � I I
I
ASPfOALT
DRIVEWAY . I
I
FouN6 REBAR W/0 CAP I I I I
PROP. 5'
• ��►II /1 111 I I II I I x�I / II I I X 1/I / .I � I �- / l� I I I I\GARAGE \ I I /0.II11
'(W) OF CORNER
x 6WOOD FENCE GRADING/WALL
�,- x EASMT.
t�x x 366 2_ �O
LIMITS OF CLEARING
MARK W/ TREE PROTECTION
/
/'
il
III�
U7 I
I I I
II ` FENCING, SILT FENCE (BMP C233) j \\
I I
\ OR ORANGE FENCING (BMP C103)
(8,600 SF) o I
INSTALL SILT FENCE ORANGE '
/ I
(BMP C233; SEE DET. i FENCING
ER-900 SHT. 3) (BMP C103)
/ I-- I�n�
' Il I \ I\ I ' I \ I wI
\ I °(
I
I 0 I
I
II \\ �, I S6\/ �, I STRAW
. 1 \ \ \ I WATTLE I I J �' I
(TYP.)PARCEI
PARCEL A \ \\ ��'\ 15, 056LSF X I I I
1\ ` 15, 056 SF \ \ I PARCEL C
co \ \ I 1 Z 094 SF
\1I \ \� � \
�°
CO00
� -
.I I
�\ \\
HED HED I ORANGE
\ 1 I FENCING r �70 f \ I o �
\ 1 I I (BMR C103) " I
/ SHED QEXFLOW
HOUSE I' (ARROW
TYP.) /r I
/ \ / co
EX. POWER I \
POLE - �
(TBR) / I
I
4
7.
o
I INLET PROTECTION l \ / / / / 1 CONChE rj
\ ` FOUNDkjC ICAP OX(S) OF ( \ W 1
(BMP C220; _ TYP.) CORNED1� MPED BROKKE I1YP.
II... U)
-w AW W I-�v� ✓ W�w W I � w W�-wow WW
�� IN \W � 00
� I I � � \ 3 , I
N CIAN ( 00 I I 6�
Ln
LO
Ss S S�s -- s S \ \
� s ���� �S. ss �Ss� Sq SS - SSA- SS \\ 194TH ST SW \ I
/ ( / p p \ ASPHALT � � \ GRAVEL \
DRIVEWAY � I
\� ¢ ® \ DRIVEWAY \ I RAVEL \
CB RIM=347.64 \ \ \
`W/
�6Q CONST. ENT. - \
INV. 8 () CONC S =345.84 \ �'� I-
\ \ 1 \ �� SSMH BRIM= 362.74 (STABILIZE
INV. 12"CONC(W)=345.49 1 �' CRUSHED ROCK OR
CB RIM= 347.12 \\ p\\ INV. 8" QNC(W) QUARRY SPALLS)
INV. 8"CONC(N)=345.82 \ CNTR CHN&=349.99 (SEE DET. ER-901 I I
TREE PROTECTION NOTE
TREE PROTECTIVE BARRIER SHALL BE PUT IN PLACE PRIOR TO DEMOLITION WORK
BEGINNING. TREE PROTECTIVE FENCING SHALL BE A MINIMUM 3' TALL, VISIBLE &
DURABLE. ORANGE POLYETHYLENE LAMINAR FENCING IS ACCEPTABLE.
INSTALL HIGHLY VISIBLE SIGNS SPACED NO FURTHER THAN 15' APART ALONG THE
ENTIRETY OF THE PROTECTIVE TREE FENCING. SIGN MUST BE APPROVED BY THE
DIRECTOR AND SHALL STATE AT MINIMUM: "TREE AND SOIL PROTECTION AREA.
ENTRANCE PROHIBITED". AND PROVIDE THE CITY PHONE NUMBER FOR CODE
ENFORCEMENT TO REPORT VIOLATIONS. CONTRACTOR TO MAINTAIN PROTECTIVE
BARRIERS IN PLACE FOR THE DURATION OF THE PROJECT UNTIL THE DIRECTOR
AUTHORIZES THEIR REMOVAL.
GRADING QUANTITIES:
CUT = 200 C.Y.
FILL = 200 C.Y.
GRADING QUANTITIES CALCULATED
USING AUTOCAD GRID SUBTRACTION
METHOD COMPARING EXISTING GRADE
TO FINISHED GRADE.
HAUL ROUTE:
ALL ACCESS TO THE SITE SHALL UTILIZE HWY 99, WEST ON 196TH ST
SW. HAUL ROUTE AWAY TO TAKE A RIGHT TURN ON 88TH AVE W THEN
LEFT TO 196TH THEN TO 1-5.
NOTE: ONLY SINGLE TRUCKS SHALL BE USED. NO TRAILERS.
CB RIM=371.86
INV. 6 "PVC(S)=370.01
TREE PROTECTION
FENCING (TYP.)
STOCKPILE
SEE NOTE
-TOPSOIL
SEE NOTE
APPROX. LOC.
EX. WATER MAIN
CB
RIM= 368.32
INV.
6 "PVC(N)=365.82
INV.
8 "PVC(E)=365.02
INV.
4 "PVC(E)=365.39
INV.
8"IP(S)=364.72
FOUND NAIL AT INTERSECTION OF 88TH
AVE IN & 194TH ST SW
\SSMH RIM=367.56
INV. 87CONC(N)=358.71
INV. 8 "CONC(E)=358.71
INV. 8 "CONC(S)=358.61
TEMPORARY CONSTRUCTION ENTRANCE
SHALL BE A MINIMUM 30' LONG
NOTE:
FILTER SOCKS WILL BE ADDED TO ANY CATCH BASINS
DOWNSTREAM FROM THE CONSTRUCTION SITE.
(SEE DETAIL ER-902 SHT. 3)
ALL DISTURBED AREAS TO BE COMPOST AMENDED PER
2019 SWMMWW BMP T.5.13.
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.
CONSTRUCTION ENTRANCE NOTE:
THE AGGREGATE BASE OR PAVEMENT SURFACE IS TO BE
COVERED WITH PROTECTIVE GEOTEXTILE FABRIC AND
PROTECT FABRIC WITH STEEL PLATES OR GRAVEL. GRAVEL
IS ONLY USED TO PROTECT THE FABRIC PLACED OVER
PAVEMENT BASE (NOT DIRECTLY ON PREPARED
SUBGRADE.)
ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS
PERMANENTLY STABILIZED, THE PROTECTIVE GEOTEXTILE IS
REMOVED, AND THE PAVEMENT INSTALLATION IS CLEANED
AND COMPLETED.
CONSTRUCTION SEQUENCE NOTES
1. SCHEDULE A PRE -CONSTRUCTION MEETIN GWITH CITY ENGINEERING
DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE
IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
3. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE
PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE
THE CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF
EDMONDS ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION
AND EROSION CONTROL MEASURES MUST BE IN PLACE AND
INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING.
EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR
DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS
ESTABLISHED.
6. DEMOLISH EXISTING STRUCTURES.
7. ROUCH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
8. CLEAR, GRUB, & ROUGH GRADE SITE. COMPOST AMEND AND
REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL
SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. OTHER
EXPOSED ARES SHALL BE STABILIZED PER EROSION CONTROL
NOTES BELOW.
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING
FRONTAGE IMPROVEMENTS.
10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO
REVEGETATION OF ENTIRE SITE. PER CITY STANDARD DETAIL
SD-642.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL
TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED
UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY
INSPECTOR.
12. INSTALL INFILTRATION TRENCH. EXCAVATION OF INFILTRATION AREAS
SHALL NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS.
THE BMP SHALL NOT BE MADE OPERATIONAL UNTIL ALL
EROSION -CAUSING PROJECT IMPROVEMENTS ARE COMPLETED AND
ALL EXPOSED GROUND SURFACES ARE STABILIZED.
LEGEND
CLEARING LIMITS
X SILT FENCE
0 CATCH BASIN (CB) INLET PROTECTION
i� TREE TO BE REMOVED
TREE PROTECTION FENCING
*TOPSOIL/STOCKPILE NOTE:
PILES ARE TO BE COVERED W/ PLASTIC SHEETING
WITHIN 24 HOURS. EXPOSED SOILS NOT WORKED
WITH FOR MORE THAN A 2-DAY PERIOD FROM
OCT 1ST - APRIL 30TH SHALL BE COVERED.
CONTRACTOR TO INSTALL SILT FENCING ALONG
DOWNHILL PERIMETER OF CLEARING LIMITS.
N
ne
20 40
HORIZONTAL SCALE
RESUB
May 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Know what's below.
Call two business
days before you dig.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
Jdl, tVgA ".tnt 06/03/2024
BY.vv
Z
w
O
1
0
U
LEI
U
O
U
W
w
Q
>
it
V)
11111111
a � I I rAl rA EA EA ff
O�W�
•N •
c
Ole
w
wz
�O
~z
Q
LLJ
00 mt ,
rn
0 � rn Lq
N
O L() L0
W ~ � �
�: Q �
� w
N
z
0
0
0 =
0
U�
C
W0 ~ °
0
^J J 2
I..L 0
LL
C 0
G �
U
()d
WE
LU
2 LU
Z
0 Z
W
cot
z
O
co
00w
z It
O w
H (D
C)z
W <
U)
L _
O
z O
O z
O N
0-
PROJ. NO. I DSN. BY:
23-0416 JMS
DATE'
5/24/2024
SCALE:
1"=20'
DRAWING NO.
2 8
OF
CITY ENGINEERING DIVISION
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
NIAMF'L.EWOOD LOT C
�I
SECTION 18, TOWNSHIP 27 N, RANGE 4 E, W.M.
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
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
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R- 9 0 0
Straw rolls must be
placed along slope
contours
Spacing depends
on soil type and
slope Steepness
Liv
I�
DEPARTM^^IT rl
ECOLOGY
State of v'Vashington
Figure 11-3.24: Wattles
10'\ 250-8rn)
Sediment, organic natter,
and native seeds are
captured behind the rolls.
3" - 5" (75-125mm)
1"x 1" Stake
(25 x 25mm)
Overlap adjacent
rolls 12" behind
one another
0
8" • 10" Dia
(200-250tnm1
I 1 NOTE:
1. Straw roll installation requires the placemenl and secute staking
' of the toll in a Irench, 3" - 5" (75-125mm) deep, dug on contour.
Runoff must not be allowed to run under or around roll. NOT TO SCALE
Wattles
Revised December 2016
S ag0
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
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
_LS
4
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
tD THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT—OF—WAY.
O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
NOTES:
1. SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
2. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT—OF—WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC
RIGHT—OF—WAY MUST BE REMOVED IMMEDIATELY.
3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL
BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE.
4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
PROJECT
SIZE
MIN LENGTH OF (FEET)
QUARRY SPALLS*
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
100
• PROVIDE ATB OR ASPHALT
TRANSITION WHERE FRONTAGE
ROAD IS AN ARTERIAL
LENGTH TO BE DETERMINED
BY CITY INSPECTOR.
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
RF VISION UAl F
STABILIZED CONSTRUCTION JANUARY 20111
CITY OF EDMONDS ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
\ APPROVED BY: R. ENGLISH E R - 9 01
FS f : 1a�o
RESUB
May 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Know what's below.
Call two business
days before you dig.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
Jd] id.xs ,&u 06/03/2024
BY: VV
CITY ENGINEERING DIVISION
z
O
U
to
W
W
U) C)
> CD00 CN rn
Q 00 �
LU CD
O� < Cn N
O
ww�-
�
3:ry
w
o >
� w
N
Id Z
WZ
rx
LU
Z
Oz
W
Z
0
a
0
Z
2
0
o
v
�
>a
o
�
w
_,
It
3:>
Z
O
w
C3
W
O
°wQ
j
0
W
lY
0
LL
O
F
LL
Z
5
LL
O
O
~
0�
�
r—
G
d
N
U
PROJ. NO.
DSN, BY:
23-0416
JMS
DATE'
5/24/2024
SCALE'
N.T.S.
DRAWING NO.
3 8
OF
N
CD
N
N
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
ftj1A%F'L.EW00D LOT C
m
SPECIAL INSPECTION REQUIRED FOR
DISPERSION TRENCH AND VEGETATED
FLOW PATH AND SUBGRADE
I
50' VEG.
FLOW PATH
TOP: 364.0
TOE: 363.0
j \ TOP: 366.0
TOE: 363.0
\ I COVERED
\ 1 PROP. PATIO
RETAINING
WALL
I 0 4" SOLID PVC
\ DOWNSPOUT DRAIN
PARCEL B
15,056 SF
4' PERFORATED
PVC WALL DRAIN
CONCRETE
LANDING
17 LF 4" SOUD PVC (60 SF)�
FOOTING DRAIN
CONNECTION
(SEE NOTE)
I
I
TOP: 366.0
SECTION 18, TOWNSHIP 27 N, RANGE 4 E W.M.
25' VEG. 25 LF
FLOW PATH DISPERSION
TRENCH
PROP. 5'
RADING/WALL
--------- -
I
,�,--- UNCOV.
PATIO
,(214 SF)
L■ ■�
L
PROPOSED SFR
(3,100 SF)
F.F.=367.19
jiPARCEL C
i 1Z094 SF
COVERED
PORCH
ASPfI LT
'I
I
I�
/l
/ DRI fWAY .
FOU4 REBAR W/0 CAP
10.1 '(W) OF CORNER
ZtI
I,
'
I
,- I
-
I
Oi--
CB/SUMP
- RIM=365.70
IE(N,S)=364.50
I
I
CB RIM=371.86
CA
1
II
INV. 6"PVC(S)=370.01
I
/
�1
I 1
I
I
30 LF 4 PVC
/
I
DOWNSPOUT
CONNECTION (TYP.)
\
I
II
SPLASH
I
I
BLOCK
(TYP.)
I
b
o
(�
II
I
4" PERFORATED
' I
II
PVC FOUNDATION
I
DRAIN
I
i
I
I
� I
I
GARAGE SLAB @
DRIVE: 366.80'
�v I
EX. FLOW
ARROW f
i
(TYP.)
/
EX. POWER
TOE: 363.0
I Ae a
O\ I
/
/
POLE
--
/
/
(TBR)
s A.
PROPOSED �
' I
I
CONCiZETE
o . .f
PERMEABLE
I
JDIREBAR/CAP 0.1'(S) OF
J� !� STAMPED BROKKE
(
C \ /
O�ND REB�R G�%Q CAP
�¢S `
PAVEMENT
(7 Q 7 SF)
;
\ I
0.2-(W) OF CORNER
° A
Q I
w
1 \
W w
: 3
TOP64.0r
18
- W 1
W
co
00
I
C
1
TOE: 363.0
.,
�
3
ca
�
°,r° 10 LF
4" SOLID PVC
I
_ ,
WALL DRAIN CONNECTION
r
I
- \\sS
SS--� Ss-
TO DRY WELL
_ _ _ _
, •
_ _
STND ASPHALT
_
I
c,
\
194TH ST SW
(228 SF)
I
\ 4' DIAMETER DRY WELL
A3PttALT (SEE DET. THIS SHT.) \ GRAVEL \ I ���6 I ZE
DRIVEWi4Y ® \ DRIVEWAY \ �RAVEL6�1
�I �o SSMH \RIM= 362.74 \ \
\ R INV. 8 QNC(W) \
\ \\ CNTR CHNL=349.99 \ \
\ \ \ \ \ \ GRAVEL
SETBACK PER
MANUFACTURER'S
RECOMMENDATION
LANDSCAPE BLOCK
WALL, "ALLEN BLOCK"
OR EQUIVALENT
TOPSOIL
FG
CLEAN 7/8"
x z CRUSHED ROCK
4" PERF PVC
00 WRAPPED IN NON -WOVEN
EX. GRADE FILTER SOCK. CONNECT
7 TO CB #1
T
LANDSCAPE BLOCK WALL
TYPICAL SECTION
NOT TO SCALE
DOWNTURNED
ELBOW
4" PVC
DOWNSPOUT
CONNECTION
18" CPEP _
ADS N-12
FINE MESH
SCREEN
SPECIAL INSPECTION REQUIRED FOR
PERVIOUS PAVEMENT AND SUBGRADE
APPROX. LOC.
EX. WATER MAIN
EB
\
CB RIM= 368.32
N
INV. 6 "PVC(N)=365.82
INV. 8 "PVC(E)=365.02
1 INV. 4 "PVC(E)=365.39
INV. 8"IP(S)=364.72
cn
SOLID LID
4" PVC
DRAINAGE GEOTEXTILE
(MIRAFI 140N OR EQUAL)
(TOP & SIDES ONLY)
CBZSUMP DETAIL
NOT TO SCALE
FOUND NAIL AT INTERSECTION OF 88TH
AVE W & 194TH ST SW
SSMH RIM=367.56
INV. 8 "CONC(N)=358.71
INV. 8 "CONC(E)=358.71
INV. 8 "CONC(S)=358.61
BASIC SOIL AMENDMENT NOTES
1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF TEN PERCENT DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT (BASED ON A
LOSS -ON -IGNITION TEST) IN TURF AREAS, AND A pH FROM 6.0 TO 8.0 OR MATCHING THE pH OF THE ORIGINAL UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM
DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER
SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE.
2. PLANTING BEDS MUST BE MULCHED WITH 2 INCHES OF ORGANIC MATERIAL.
3. QUALITY OF COMPOST AND OTHER MATERIALS USED TO MEET THE ORGANIC CONTENT REQUIREMENTS:
R "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST THAT MEETS THE DEFINITION OF "COMPOSTED MATERIALS" IN WAC a. THE ORGANIC CONTENT FO
173-350-220. THIS CODE IS AVAILABLE ONLINE AT: HTTP: //WWW.ECY.WA.GOV/PROGRAMS/SWFA/FACILITIES/350.HTML
COMPOST USED IN BIORETENTION AREAS SHOULD BE STABLE, MATURE AND DERIVED FROM YARD DEBRIS, WOOD WASTE, OR OTHER ORGANIC MATERIALS THAT MEET THE INTENT OF
THE ORGANIC SOIL AMENDMENT SPECIFICATION. BIOSOLIDS AND MANURE COMPOSTS CAN BE HIGHER IN BIO-ABAILABLE PHOSPHORUS THAN COMPOST DERIVED FROM YARD OR
PLANT WASTE AND THEREFOR ARE NOT ALLOWED IN BIORETENTION AREAS DUE TO THE POSSIBILITY OF EXPORTING BIO-AVAILABLE PHOSPHORUS IN EFFLUENT.
THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1.
THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANS NATIVE TO THE PUGET SOUND LOWLANDS REGION.
b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS AS DEFINED ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO
NITROGEN RATIO REQUIREMENTS, AND MEETING THE CONTAMINANT STANDARDS OF GRADE A COMPOST.
4. AMEND DISTURBED SOIL ACCORDING TO THE FOLLOWING PROCEDURES:
a. SCARIFY SUBSOIL TO A DEPTH OF ONE FOOT.
b. IN PLANTING BEDS, PLACE THREE INCHES OF COMPOST AND TILL IN TO AN EIGHT -INCH DEPTH.
c. IN TURF AREAS, PLACE TWO INCHES OF COMPOST AND TILL IN TO AN EIGHT -INCH DEPTH.
d. APPLY TWO TO FOUR INCHES OF ARBORIST WOOD CHIP COARSE BARK MULCH, OR COMPOST MULCH TO PLANTING BEDS AFTER FINAL PLANTING.
ALTERNATIVELY, DISTURBED SOIL CAN BE AMENDED ON A SITE -CUSTOMIZED MANNER SO THAT IT MEETS THE SOIL QUALITY CRITERIA SET FORTH ABOVE, AS DETERMINED BY A
LICENSED ENGINEER, GEOLOGIST, LANDSCAPE ARCHITECT, OR OTHER PERSON AS APPROVED BY CITY OF SULTAN.
5. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER AND DEPTH
REQUIREMENTS BY FOLLOWING THE PROCEDURES IN METHOD (4) ABOVE.
6. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE ORGANIC MATTER AND DEPTH REQUIREMENTS.
MORE THAN ONE METHOD MAY BE USED ON DIPADRENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS
NOT COMPACTED, DOES NOT NEED TO BE AMENDED.
IF EXISTING TOPSOIL IS STOCKPILED AND REPLACED IN
AREAS SHOWN IN THE LEGEND, TESTING WILL BE REQUIRED
PER NOTES 1, 4 & 5 ABOVE.
OBSERVATION PIPE MARKING
TYPE 1 OR 1-L CATCH
CENTER OF DRYWELL
BASIN W/ SOLID LID PER
48" DIA. (MIN) DRYWELL
CITY STANDARD DETAIL
SD-303 OR SD-304
4" (MIN) PERFORATED
\
PVC UNDERDRAIN PIPE
\
\
CLEANOUT
I
1
W
zE l 5-
' Z (MIN)
/
BUJ
/
a-<
0
a 5' (MIN)
4" (MIN) PVC DRAIN PIPE PER WSDOT
SPEC. 9-05.1(5), 1 % (MIN) SLOPE
TEST PLUG IN PLASTIC
BOX MARKED "DRAIN"
CLEANOUT
1TOPSOIIL) dr.5-2m
WASHED DRAIN ROCK, -
SEE NOTE 2
UNCOMPACTED NATIVE
MATERIAL, SCARIFY 3"
(MIN) 1' (MIN) ABOVE SEASONAL
HIGH GROUNDWATER TABLE
OR HYDRAULICALLY
RESTRICTIVE LAYER
PROFILE
NTS
FS t . 1890
GUTTER
4" (MIN) PVC
DRAIN PIPE (TYP)
10(MIN)
PROPERTY LINE/EASEMENT
PLAN
NTS
ROOF
DOWNSPOUT
12" BUILDING
TPVC
4" (MIN) PVC DRAIN PIPE PER
WSDOT SPEC. 9-05.1(5), POSITIVE
SLOPE
MIN)
MIN) GENERAL NOTES:
4" (MIN1. REFER TO THE 2017 CITY OF
PERFORBLE EDMONDS STORMWATER ADDENDUM
UNDERDRAIN PUSH B FOR SETBACK (CHECKLIST 13) AND
PIPE PER WSDOT PVC TEE INFEASIBILITY REQUIREMENTS.
SPEC. 9-05.1(6)
2. MINIMUM COVER DEPTHS ASSUME NO
_GEOTEXTILE, SEE NOTE 1 VEHICULAR LOADING, DESIGNER TO
SPECIFY COVER DEPTHS IF
VEHICULAR TRAFFIC ANTICIPATED.
3. PROVIDE 10 FEET (MIN) SPACING
BETWEEN DRY WELLS.
NOTES:
1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP OF WASHED
ROCK. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1),
GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE.
2. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC.
9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS.
3. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC.
9-05.2(6), PERFORATED PVC UNDERDRAIN PIPE.
REVISION DATE
CITY OF EDMONDS TYPICAL DOWNSPOUT APRIL 2021
INFILTRATION DRYWELL
PUBLIC WORKS
DEPARTMENT
APPROVED BY: R. ENGLISH
STANDARD
DETAIL
SD-638
NOTE:
DRIVEWAY SLOPES SHALL NOT
EXCEED 14% SLOPES.
NOTE:
A MINIMUM OF 2' OF COVER IS REQUIRED
FOR ALL PIPES LOCATED UNDER DRIVABLE
SURFACES AND 1' OF COVER UNDER
LANDSCAPED AREAS.
FOOTING DRAIN NOTE:
FOOTING DRAIN AND CRAWLSPACE DRAIN (IF
PROVIDED ON ARCH. PLANS) SHALL CONNECT
TO THE DRY WELL IN THE SOUTHWEST
PROPERTY CORNER
FOOTING DRAIN SHALL NOT BE CONNECTED TO
THE PROPOSED ROOF DOWNSPOUT DRAINS.
RESUB
May 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Know what's below.
N Call two business
Idays before you dig.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
Jd,P I J(l4as ,mt 06/03/2024
0 20 40 BY: vv
CITY ENGINEERING DIVISION
HORIZONTAL SCALE
z
0
U)
LU
0
Z
w
0
0
w
0
0
w
>
w
ct
�1111111
W
zaZ
ozQ
J
06
LIJC)00 0
Q 00
3 � rn LO
N
LO U*)
W W 4- �
W
� W
N
0"
W
0
0-
0
V)
0
Z
O
v
(J)
>a
I-
�
LU
>
It
U1
Z
O
W
W
O
0
Z
F
LL
z
Q
J
0
V)
0.
j
O
F
W
Z
Oz
C
Li-O
0
0
G
N
O_
U
PROJ. NO. DSN, BY:
23-0416 JMS
DATE.
5/24/2024
SCALE:
1"=20'
DRAWING NO.
4 8
OF
N
0
N
N
LO
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
NIAMF'L.EWOOD LOT C
�I
4"X4" SUPPORT POSTS
TO KEEP GRADE BOARD
LEVEL
4.�
46✓%
�.r
NOTCHED GRADE
BOARD, 2"x2"
NOTCHES, 18" O.C.
-2" (TYP)
SECTION 183 TOWNSHIP 27 N, RANGE 4 E, W.M.
END CAP OR PLUG
CLEANOUT (TYP)
PERFORATED PVC
UNDERDRAIN PIPE FLOW TO OTHER
DISPERSION TRENCH(ES)
IF NECESSARY
TYPE 1 OR 1-L CATCH
BASIN W/SOLID COVER
PER STD DETAIL
SD-303 OR SD-304
PLAN
NTS
2" GRADE BOARD
NOTCHES (TYP) 18" O.C.
NOTCH DETAIL
2"x12" PRESSURE TREATED GRADE BOARD
VEGETATED
FLOW PATH,
SEE NOTE 1
Mp,X•
15%r
GALVANIZED ��
BOLT (TYP)
N
12" 2pq, MAX."
GEOTEXTILE FABRIC
I�WASHED DRAIN
ROCK, SEE NOTE 3
4" (MIN) PERFORATED
PVC UNDERDRAIN PIPE
PER WSDOT SPEC.
1 9-05.2(6), LAID LEVEL,
6(MIN) I CENTERED IN TRENCH,
41
J HOLES POINTING UP
GEOTEXTILE,
SEE NOTE 2 4% 4" PRESSURE
TREATED SUPPORT POST
UNDISTURBED SECTION A
NATIVE SOIL
NTS -
`$t. 18�3"
2"
10' (MI
TYPE 1 OR
1-L CATCH
BASIN W/SOLID
COVER PER
STD DETAIL
SD-303 OR
SD-304
PIPE FROM
ROOF
DOWNSPOUT
Z
9
m
GENERAL NOTES:
1. REFER TO THE 2022 CITY OF EDMONDS
STORMWATER ADDENDUM FOR SETBACK AND
INFEASIBILITY REQUIREMENTS.
NOTES:
1. A VEGETATED FLOW PATH MUST BE PROVIDED
IN ACCORDANCE THE 2022 CITY OF EDMONDS
STORMWATER ADDENDUM REQUIREMENTS.
2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC.
9-33.2(1) GEOTEXTILE FOR SEPARATION,
NON -WOVEN TYPE.
3. WASHED DRAIN ROCK SHALL CONFORM TO
WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL
FOR DRYWELLS.
4. IF TRENCH RECEIVES RUNOFF FROM 700 SF
OF ROOF RUNOFF AREA OR LESS, THIS DEPTH
SHALL BE 18". IF GREATER THAN 700 SF OF
ROOF AREA, THIS DEPTH SHALL BE 24"
CITY OF EDMONDS DOWNSPOUT DISPERSION
TRENCH WITH NOTCHED
PUBLIC WORKS DEPARTMENT GRADE BOARD FOR ROOFS
APPROVED BY: R. ENGLISH
REVISION DATE
SEPTEMBER 2023
STANDARD
DETAIL
SD-632
6"
(MIN)
1' (MIN) ABOVE SEASONAL
HIGH GROUNDWATER TABLE
OR HYDRAULICALLY
RESTRICTIVE LAYER
GENERAL NOTES:
PERVIOUS CONCRETE, SEE NOTE 1
-� PERMEABLE BALLAST,
SEE NOTES 2 & 3
y RUNOFF TREATMENT LAYER
(IF REQUIRED PER EDMONDS
STORMWATER CODE), SEE NOTE 4
SUBGRADE,
SEE NOTE 5
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. GEOTEXTILE 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. PERVIOUS CONCRETE SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-06SA.
2. SURFACE SLOPE SHALL BE BETWEEN 0.5% AND 6%.
3. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1.
4. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION,
5. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2022 CITY OF EDMONDS STORMWATER
ADDENDUM.
6. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
TYPICAL PERVIOUS
CONCRETE PAVEMENT
APPROVED BY: R. ENGLISH
REVISION DATE
APRIL 2023
STANDARD
DETAIL
SD-622
BUILDING
ROOF DOWNSPOUT,
SEE NOTE 1
DOWNSPOUT EXTENSION
24" WIDE x 36" LONG x 6" THICK ROCK PAD
OR SPLASHBLOCK, SEE NOTES 2 AND 3
•
Zi
-.1 r. 4S!�ri.
GENERAL NOTES:
1. REFER TO THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK
(CHECKLIST 14) AND INFEASIBILITY REQUIREMENTS.
r. i�Trr�
1. MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK.
2. SPLASHBLOCK MAY BE CONCRETE, PLASTIC, OR SIMILAR RIGID MATERIAL.
3. ROCK PAD SHALL CONSIST OF 4" STREAMBED COBBLES PER WSDOT SPEC. 9-03.1 1(2) OR
WASHED DRAIN ROCK CONFORMING TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR
DRYWELLS.
4. A VEGETATED FLOW PATH MUST BE PROVIDED IN ACCORDANCE THE 2022 CITY OF
EDMONDS STORMWATER ADDENDUM REQUIREMENTS.
-- TYPICAL DOWNSPOUT
,. CITY OF EDMONDS DISPERSION SPLASHBLOCK
PUBLIC WORKS FOR ROOFS
DEPARTMENT
FS t . APPROVED BY: R. ENGLISH
REVISION DATE
SEPTEMBER 2023
STANDARD
DETAIL
SD-633
z
O
U
U)
W
J
0 a
U)W
> N 00 rn
Q 00
0���N
O LID U-)
�
"t "t
LLI LL I
LLJ
O W
N
Id
Z
WZ
LU
Z
Oz
LU
RESUB
Z
May 24 2024
0
z
Z
0
�
CITY OF EDMONDS
DEVELOPMENT SERVICES
I
U)
�
Q
DEPARTMENT
o
' `
V
<
=
z
W
It
(�
°wQ
O
LU
0W
J
O
0
�,
�
a
0
LL
0
F
�
LLJ
�
Z
O
O
C
G
0
0
N
Know what's below.
0-
Call two business
days before you dig.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
Jd,P tV4af4,mt 06/03/2024
BY: vv
CITY ENGINEERING DIVISION
PROD. NO.
23-0416
DSN, BY:
JMS
DATE'
5/24/2024
SCALE'
N.T.S.
DRAWING NO.
5 8
OF
Z
w
0
0
w
0
U
3
w
w
N
CD
N
Nt
N
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
ft11..ftF1L.EW00D LOT c
m
I I I
XX�,
I
I I
I I
/
/ I
1 /
l
SECTION 18, TOWNSHIP 27 N. RANGE 4 El W.M.
/
/ PROP. 5' ,GARAGE
/ GRADING/WALL
/ EASMT.
�\ 366\
I I
I I
I I
I
J
I
I
\ t
6�
1 rn
\
\ o
\ \ \ I
�
I
\
I
\ \ SSCO
\ \ RIM=366.50
\ IE=362.50
�
�
F
I
\
I
I
I
26 LF 4" PVC
I
= 2.07 MI
.)
EX. POWER
/ POLE
/ (TEAR/)
/
/ SSCO (TYP) I\ \ONCPETE
I>
FOUNDAEBAR/CAP 0.1'(S) OF /
CORNED STAMPED BROKKE RIM=363.00
LS16191 IE=358.00 / 0.�W) C
�w
W - w w� �w W-
25 'LF 6" PVC
/
co 00 SIDE SEWER J
S=0.322 ft/ft
�S
SS \\SS- S�q SS- SS -
SS -WA CROSSING
\
ASPHALT TOP SS:356.35
/
\
DRIVEWAY BOTT. WA:359.2
\\
\
CONCTRATOR TO INSTALL
\
NEW POWER, CABLE AND
\
PHONE UTILITIES FROM
EXISTING POLE ON SOUTH IE=349.95
SIDE OF 194TH ST SW
WATER & SEWER
INSPECTION REQUIRED
PRIOR TO BACK FILL
Fs
I
0',
t
�I
I
\I
I
I
I
I
I
I
I
I
I
I
I
I
\
I
I
I
I
I
/
/
/
I
I
I
I
I
I
I
I
I
I
�
I
/
I
I
I
eJ
I
I
I
, .
I
I.
I
r
I
J 1
\ \
II
/l ASP�IALT
/ DRI fWAY .
REBAR W/0 CAP I
I
I
10.1'(W) OF CORNER
I
2
I I
I I
�I
I
I
\
I
\
CA
J
I
/
0
/
I
N
\
I
/
I
A
EX. FLOW
ARROW
I
0
I ,/
�
I
IRRIGATION
5
I
BACKFLOW
SSEMBLY
Q
I
1
q 00
- W I
36
11 LF 4' PVC 8 J
_3. NEW 1" WATER METER ,
(S = 2.0% MIN.)_
W/1.5" SERVICE - -
194TH ST SW (POLY LINE W/ TRACER
WIRE TO HOUSE)
` DRIVEWAI \ I RAVEL A
I
TRENCH & RESTORES -
��'� (SEE DIET. GU-400
>SMH\RIM= 362.14 SHT. 8)
W. 8" QNC(W) �
;NTR CHNL=349.99
\ GRAVEL I c
SEWER LATERAL SHALL BE CONNECTED
TO THE MAIN A MINIMUM OF 3' FROM \ I c
THE EXISTING SSMH.
I
I I
I
RESTORATION LIMITS TO BE DETERMINED
BY CITY ENGINEERING INSPECTOR
1\
CB RIM= 363.69
NOT MEASURED
CB RIM=371.86
INV. 6 "PVC(S)=370.01
EX. 1" WATER METER
TO BE REMOVED
CAP AT METER
APPROX. LOC.
EX. WATER MAIN
EH
\
CB RIM= 368.32
N
INV. 6 "PVC(N)=365.82
1 INV. 8 "PVC(E)=365.02
1 INV. 4 "PVC(E)=365.39
1
I INV. 8"IP(S)=364.72
n
FOUND NAIL AT INTERSECTION OF 88TH
AVE IN & 194TH ST SW
\SSMH RIM=367.56
INV. 8 "CONC(N)=358.71
INV. 8 "CONC(E)=358.71
INV. 8 "CONC(S)=358.61
CB RIM=363.77
INV. 8"IP(N)=361.87
INV. 8 "CONC(S)=361.87
CB RIM=363.69
NOT MEASURED
NOTES:
ALL FINAL RESTORATION WITHIN THE RIGHT OF WAY SHALL BE
COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS.
DRIVEWAY APPROACH SHALL NOT EXCEED 30' IN WIDTH FOR
A 3-CAR GARAGE.
UTILITY PATCHES WITH LESS THAN 20 FEET OF SEPARATION
SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH
OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF
DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN
ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE
CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND
INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS
REQUIRED.
6" SIDE SEWER CLEANOUT AT THE PROPERTY LINE SHALL
HAVE A 12" CAST IRON LAMPHOLE COVER WITH I" HEX
BOLTS, A PICK HOLE, AND A CONCRETE COLLAR.
ALL SIDE SEWER PIPE SHALL BE SDR-35 PVC WITH GASKETED
FITTINGS. REQUIRED PIPE SIZE IN ROW IS 6" AND REQUIRED
SIZE ON PRIVATE PROPERTY IS 4".
A MINIMUM 3" HORIZONTAL SEPARATION AND 1' VERTICAL
SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES
(POWER, GAS, PHONE, CABLE ETC.) AND SEWER, WATER, AND
STORM AND 5' FROM ANY CITY MAIN LINES.
rar����ir��-�y�:�•��.����:r_���:3�n��rar��:i��:u»:ze�:zi��:ua
- THE LANDSCAPE IRRIGATION BACKFLOW ASSEMBLY SHALL BE
LOCATED BEHIND THE NEW METER
IRRIGATION NOTE:
INSTALLATION OF AN IRRIGATION SYSTEM REQUIRES COMPLIANCE
WITH WASHINGTON STATE LAW (WAC 245-290) AND EDMONDS CITY
CODE CH. 7.20. THESE LAWS REQUIRE THAT ALL IRRIGATION
SYSTEMS HAVE APPROVED BACKFLOW PROTECTION. A CITY PERMIT
IS REQUIRED PRIOR TO INSTALLING AN IRRIGATION SYSTEM.
STATE APPROVED BACKFLOW ASSEMBLIES ARE REQURIED TO BE
INSTALLED PER CITY OF EDMONDS STANDARDS, AND MUST BE
TESTED BY A WASHING STATE CERTIFIED BACKFLOW ASSEMBLY
TESTER UPON INSTALLATION, REPAIRS, RELOCATION, AND ANNUAL
THEREAFTER:
REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA)
IMPROPER INSTALLATIONS OF A STATE APPROVED BACKFLOW
PREVENTION ASSEMBLY OR FAILURE TO HAVE THE ASSEMBLY
TESTED ARE GROUNDS FOR TERMINATION OF WATER SERVICE.
WATER SERVICE FROM MAIN TO METER TO BE INSTALLED BY CITY
PUBLIC WORKS. LOCATION OF WATER METER BOX TO BE INSPECTED IN
ADVANCE OF REQUESTING TAP ON MAIN. REQUEST METER BOX AND
INSPECTION BY EMAILING ENGINEERINGPERMITSO)EMDON DSWA.GOV.
N
ne
0 20 I�A�� 40
HORIZONTAL SCALE
RESUB
May 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Know what's below.
Call two business
days before you dig.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
Jd] tV4af4,mt 06/03/2024
BY: vv
CITY ENGINEERING DIVISION
z
0
U
U)
W
0
W
Z
w
0
0
W
0
U
w
w
Of
V)
11111111
a � I I rAl rA EA EA ff
LJ O � m
Q 00 --zt ,
ry �Lh
N
LO LO
F-
LU LLJI
3: w
� W
N
0
0
OI
0
U�
W~ °
0 z
J J 2
o
Q LL
C 0
G I_
U
0"
W
cot
z
O
F- co
T-w
z It
O LU
(D
U z
w <
V)
LL_
OF-
z O
O z
F-
O N
0-
PROJ. NO. I DSN, BY:
23-0416 JMS
DATE
5/24/2024
SCALE:
1"=20'
DRAWING NO.
6 8
OF
N
O
N
N
L0
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
RESIDENCE
CLEANOUT (MAX)
f(TYP)
NOT TO EXCEED 100' BETWEEN CLEANOUTS
w
z
7
W
a
0
CLEANOUT a
WITH 45'
BEND AND
CAP
IJ
II
CLEANOUT (WYE WITH CAP
AND CLEANOUT COVER) AND
w
w
CONCRETE LEVELING COLLAR a
12" LOCKING COVER
SEE NOTE 3
w
o END OF PIPER GRIPPER PLUG
12"t
FINISHED GRADE
Z
(CHERNE 27061 OR APPROVED
EQUAL)
WATER
TIGHT CAP
LEVELING COLLAR
SEE NOTE 4
45'
RISER
12" PVC SLEEVE
45'
�T-
6" RISER
4" OR 6" SIDE SEWER -
6" WYE AND
45' BEND
6" CITY STUB
GENERAL CLEANOUT
DETAIL
4" OR 6"
SIDE SEWER CLEANOUT DETAIL
12" LOCKING COVER
AT PROPERTY LINE/CITY EASEMENT
NOTE 3
LEVELING COLLAR
NOTES•
SEE NOTE 41.SEWER
PIPE SHALL BE SDR-35 AND JOINTS SHALL BE
ASPHALT SURFACE
GASKETED.
2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX.
12"t
jSEE
3.SEWER CLEANOUT TO BE 12" CAST IRON CLEANOUT COVER
WITH 1/2" HEX BOLTS AND A PICK HOLE. EAST JORDAN
1 F00T LONG 12" PVCIRON
WORKS PRODUCT #00366102 OR APPROVED EQUAL.
SLEEVE6"
END OF PIPE GRIPPER
4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS:
PLUG (CHERNE 270261
. IN ROADWAYS PER COE STD DWG GU-424
OR APPROVED EQUAL)
• IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24%6"
TYPICAL CLEANOUT
DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP
UNDER ASPHALT OR
CONCRETE
CONCRETE COLLAR
REVISION DATE
OF EDMONDS FEBRUARY 2023
.,--".,.CITY
SEWER CLEANOUT DETAILS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fsr lg,�� APPROVED BY: R. ENGLISH SS -ZOO
SEE APPLICABLE STANDARD DETAILS
FRAME AND GRATE
PIPE ALLOWANCES
PIPE MATERIAL
MAXIMUM
INSIDE DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
SOLID WALL PVC
15"
(WSDOT STD SPEC 9-05.12.(1))
PROFILE WALL PVC
15"
(WSDOT STD SPEC 9-05.12(2))
�y
ti
\2", 4", 6", OR 12"
11 NOTES:
RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH WSDOT STANDARD SPECIFICATION 9-05.50(3).
2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE
�4+ FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER
M/^ FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY
?2, TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT
BE PLACED IN KNOCKOUTS.
`L g"
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF
ALL JOINTS, RINGS, RISERS AND FRAMES.
j 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX
/ DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR
"D" SHAPE.
' 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE
a PIPE INVERT IS 5'-0".
v 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION
r, AND RISER SECTION SHALL NOT EXCEED 1/2"/FT.
7.CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE
WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL
BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY
COVER POSITION.
(MEASUREMENT AT THE TOP OF THE BASE) 8. VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2"
PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL.
REVISION DATE
CITY OF EDMONDS SEPTEMBER 2023
CATCH BASIN TYPE I
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fs tl 1 g 9� APPROVED BY: R. ENGLISH S D- 3 0 3
w-X,
J j W
z z
L�z
- w w
0a.
naQV
a0(TI]
LOT C
RANGE 4 E W.M.
(IF STUB FOR FUTURE DEVELOPMENT)
/ SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4"
TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET
EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS,
STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB
INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT
OR ABOVE FINISHED GRADE.
w
z
W LOCKING CLEANOUT COVER
a
PER COE STD DTL SS-200
a
6" LATERAL SEWER
- [SLOPE-
2% MIN TO 50�
22.5' OR 45' BEND
ROMAC SADDLE
i 1 AND 2
POSSIBLE
SEWER MAIN
LOCATION
22.5' OR 45' BEND
6" TEE
POSSIBLE
SEWER MAIN
LOCATION
NOTES:
1. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE
WITH A WYE AND A 1/8 BEND. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE.
2. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES
OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS.
3. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED.
4. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED.
5. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG.
Fit
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
UNDISTURBED
NATIVE VEGETATION
UNDISTURBED NATIVE SOIL
PLANTING BEDS
2" ORGANIC MULCH
NEW LATERAL
SEWER FOR NEW
SEWER MAIN PIPE
APPROVED BY: R. ENGLISH
0"
REVISION DATE
FEBRUARY 2023
STANDARD
D ETAI L
SS-203
IDISTURBED NATIVE SOIL
%
STEEP SLOPE NOTE:
AMENDED SOII S SI IOUI D NOT BF
INSTALLED ON FINISHED SLOPES
' ►
EXCEEDING 33%. AREAS EXCEEDING
33% SHALL BE SIABILIZED PER THE
AREASENGINEER/CEOTECH
OF RECORD.
W007GRASS:TUURRF(LAWN)
SEED OR SOD
3" OF COMPOST
Jll lll-
lll lll-
1.75" OF COMPOST INCORPORATED
INCORPORATED INTO 5" OF
�_ m
�fll�Jll
_ _
���
INIO 6.25" OF SIZE SOIL (IOIAL
SITE SOIL (TOTAL AMENDED
II
AMENDED DEPTH OF 9.5", FOR A
DEPTH OF 9.5", FOR A
L��III
_
IL�-
SETTLED DEPTH OF 8")
SEIILED DEI'IH OF 8")
Lfl
SUBSOIL SCARIFIED 4" BELOW
w
SUBSOIL SCARIFILU 4" BELOW
COMPOST AMENDED LAYER
/\
COMPOST AMENDED LAYER
(12" BELOW SOIL SURFACE)
/%
\
(12" BELOW SOIL SURFACE
)
/
OPTION 2 -
AMEND IN PLACL OR
STOCKPILE
AND AMEND
GENERAL NOTES:
PLANTING BEDS
TURF (LAWN) AREAS
<vtrUlf/vU;lfd�ty
1. AREAS OF NO DISTURBANCE
2 ORGANIC
*/ r 7> �� �✓
/�/�/�/� //�
SHALL BE FENCED AND EXISTING
VEGETATIONSOIL
MU CH
0"
ORGRASS:
SODSEED
EED FROM CONSTRUCTION
PROTECTED
_
_
IMPACTS.
6" IMPORTED
6" IMPORTED
2. TO MEASURE SETTLED DEPTH,
WATER SOIL SUFFICIENTLY TO
TOPSOIL MIX
- _
=rrm -
TOPSOIL MIX
FUI I Y SATURATE WITHOUT
(COMPACTED
_ _m=
(COMPACTED
CAUSING EROSION.
DEPTH)
- - -
6"
-f_Ij-
OEPTH)
3. COMPOST SHALL MEET SPEC.
r I
REQUIREMENTS IN THE 2017
SUBSOIL IS
-'
��
SU13SOIL IS
EDMONDS STORMWATER
ADDENDUM (CHECKLIST 7).
SCARIFIED 6"
SCARIFIED 6"
BELOW
IMPORTED
?
BELOW
RT
IMPORTED
IMPORTED
4. COMPACTION OF TOPSOIL (WHERE
TOPSOIL MIX
12
%
P MIX
REQUIRED) TO BE TO 85% (MAX)
-
ti,`
- -
OF THE MAXIMUM DRY DENSITY
OPTION 3
- IMPORT TOPSOIL
PER MODIFIED PROCTOR TEST
(ASTM 01557).
REVISION DATE
POST
CONSTRUCTION
SOIL
APRIL 2021
CITY OF
EDMONDS
QUALITY AND
DEPTH
PUBLIC
WORKS
STANDARD
DEPARTMENT
DETAIL
F8 t ��
APPROVED BY: R. ENGLISH
S D- 6 4 2
MH FRAME AND COVER PER
COE STD DTL GU-420
2" TO 6" CONICRISERS
(4" MIN - 18" MAX)
USING NON SHRINK GROUT - _ - 10" MIN TO
PROVIDE SMOOTH FINISH - - - 24" MAX
INSIDE AND OUT
d+ 24"
2 HANDHOLDS
SEE COE STD DTL GU-423
6" MAX
POLYPROPYLENE SAFETY
STEP/LADDER 12" OC
PRECAST SECTIONS
4" MIN THICKNESS
J.
SEE NOTE 4
2" TYP a
d�..
SEE COE STD DTL
12" MIN GU-4218 FOR
MH SIZING AND -
PIPE ALLOWANCES
FLOW
1 a
4 f SAND COLLAR
OR KOR-N-SEAL
MANHOLE KNOCKOUT
STEPS
FRAME AND
COVER
16" MAX
1. LOCATE MH LID OUTSIDE THE WHEEL PATH OF THE
TRAVEL LANE.
2. BASE REINFORCING SHALL BE #4 REBAR AT 12" OC
BOTH WAYS.
3. LARGER MH TO BE REVIEWED ON A CASE BY CASE
BASIS USING APWA STANDARDS.
4. STEP AND LADDER MAY BE USED IN LIEU OF
POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL
REBAR
GU-423.
MIN 2" CLEARANCE
-w
CITY OF EDMONDS TYPE I MH
PUBLIC WORKS
DEPARTMENT
Fs } I`jU APPROVED BY: R. ENGLISH
p Rid
A Qj F(y
Rr�q pF gApglF y Mq
R pR pp RO�FD °oq�R x
D � \
gppRp�'9y
\ w° /
\ �l
P
Rpgoq(T \
RADIUS
L
DRIVEWAY APPROACH (WITHOUT CURB)
w�
O1 SAWCUT EDGE 0 a
EXISTING ASPHALT a ly
a
STREET VARIES
28" MAX
ECCENTRIC
PRECAST CONE
CONSTRUCT
CHANNEL
SHELF
6" MIN
SEE COE
STD DTL
GU421B
REVISION DATE
SEPTEMBER 2023
STANDARD
DETAIL
GU-421 A
VV2- HMA U
2"-5/8" MINUS CSTC
ICOMPACTED SUBGRADE O3
NOTES: SECTION A -A
O1 SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER.
O2 DRIVEWAY APPROACH TO BE 2" HMA CLASS 1/2" PG 58H-22.
O3 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY.
O 10' EDGE RADIUS.
OHMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISTANCE OF 20-FT OR TO PROPERTY LINE,
WHICHEVER IS GREATER.
O DRIVEWAY WIDTH TO BE MINIMUM 12'.
REVISION DATE
''- CITY OF EDMONDS DRIVEWAY APPROACH SEPTEMBER 2023
r' T PUBLIC WORKS TYPE VI STANDARD
DEPARTMENT DETAIL
Fs / 1 g 9v APPROVED BY R. ENGLISH T R- 5 4 6
RESUB
May 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Know what's below.
Call two business
days before you dig.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
1%¢ ] tV4as ,mt 06/03/2024
BY: vv
CITY ENGINEERING DIVISION
m
Z
O
U
U)
LLI
Q
F_
z
10
w
U
w
0
0
3
w
>
w
ct
�1111111
N
O
N
N
LO
J
Q
w
0
� o0006
Q 00
rnN
O L(0 Lf0
F �
LIJw+-4--
Lu
IO
r LLl
N
aV
Z
Wz
LU
Uj
Z
0"
LU
Z
0�
0
z
0
Z
0
v
U)
>a
I-
CC
co
w
>
(6
Z
p
Lu
w
O
0
Z
~
U
Z Q
J
0��
J
C)
LL
O
W
Z
LL
0
zz
N
a
L)
PROD, NO. DSN, BY:
23-0416 JMS
DATE
5/24/2024
SCALE:
N.T.S.
DRAWING NO.
7 8
OF
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
&1..ftF1L.EW00D LOT c
GENERAL NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO
THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING
SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL
MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
- 2023 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
AND MUNICIPAL CONSTRUCTION
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER
MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2019 DOE
MANUAL)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS
REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED
OTHERWISE
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF
RECORD AND THE LOCAL GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE
PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL
AS BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR
SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE.
A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF
EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL
PROJECT APPROVAL.
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK
INFORMATION.
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON
HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM
AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED
APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE
ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER
AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE
AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL
VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY
LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW
UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE
COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE
FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED
IMMEDIATELY OF CONFLICTS THAT ARISE.
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING
CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES
REVISED 05.15.2017 LOCATION SERVICE (1-800-424-5555) AT LEAST 48
HOURS PRIOR TO CONSTRUCTION.
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE
PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES.
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO
FIELD CONDITIONS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT
(WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH
THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT
COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.
13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR
PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND
PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (I.E. HEAVY
EQUIPMENT, STOCKPILING).
14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON
MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL
FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS
PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH
COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT.
15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND
LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR
EXISTING SITE FEATURES.
16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS.
FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES
AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE
INDICATED ON THE PLANS.
17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS
OTHERWISE APPROVED BY THE ENGINEER.
18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND
OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE
SYSTEM, UNLESS NOTED OTHERWISE.
19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL
CONNECT TO THE DRY WELL IN THE SOUTHWEST PROPERTY CORNER.
20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE
DRAWINGS.
SECTION '18, TOWNSHIP 27 N. RANGE 4 El W.M.
21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC
WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE,
PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE
BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057
OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL
BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER.
22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE
SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION
CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND
STANDARDS.
23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR
STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF
ON SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION
CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL
REQUIREMENTS.
24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT
PRIOR APPROVAL.
25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT
AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED
CONTOURS OR SPOT ELEVATIONS SHOWN.
27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM
5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET.
28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND
MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS,
EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING
AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF
GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED.
29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY
PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT
SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS.
CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS
WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL.
30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY
RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED
OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING
UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE
AUTHORITIES GOVERNING SAID UTILITIES.
31. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO
CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND
INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S
REPRESENTATIVE PRIOR TO BACKFILLING.
33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE
NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM
DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S
REPRESENTATIVE AND CITY.
34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE.
35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY
SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE
PROVIDED TO THE CITY PRIOR TO PAVING.
36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS,
PLACE ETHAFOAM 200 CUSHION AS A CUSHION BETWEEN THE
UTILITIES.
37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF
SITE UTILITIES WITHIN THE BUILDING.
38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR
ELECTRICAL WORK.
39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION
SYSTEM.
40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY
ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION
SEE COE STD DTL GU-410
U
BEDDING MATERIAL (1-1/4" MINUS)
6" MIN
,/ / / ,/ / / ,/
CRUSHED SURFACE BASE COURSE
(SEE NOTE 2 BELOW)
a
6" MIN L
(IF REQUIRED)
/ ,/ / -"-FOUNDATTION
SEE 4
8" MIN I- -1 8" MIN
EE NOTE 1
NOTES:
1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE
• 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE
• 24" FOR 8" DIAMETER PIPE
• 36" FOR 12" DIAMETER PIPE
• O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER
2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION.
3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557.
4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED
BY CITY ENGINEER.
-mot. 1t5�
CITY OF EDMONDS TYPICAL TRENCH SECTION
PUBLIC WORKS
DEPARTMENT
APPROVED BY: R. ENGLISH
REVISION DATE
APRIL 2021
STANDARD
DETAIL
GU-400
FINAL JOINT SHALL BE A NEAT SAW CUT
STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2"
EDGES SHALL BE TACKED NEATLY PER PG 58H-22
WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5)
1 APPROVED TACK OR APPROVED EQUAL AND
�� SEALED PER WSDOT STD 5-04.3(4)A. 1'
SLOPE EXCAVATION TO AVOID UNDERMINING
EXISTING PAVEMENT.
NOTES:
I. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR
BACKFILLING REQUIREMENTS.
2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL
MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557.
3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS UFTS NOT
EXCEEDING 6".
4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS.
5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER
THAN 2" SHALL MATCH EXISTING.
6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT
EXCEEDING 2".
7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD
SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL.
REVISION DATE
CITY OF EDMONDS TYPICAL HMA AND APRIL 2021
UTILITY PATCH
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH G U - 410
RESUB
May 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Know what's below.
Call two business
days before you dig.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
jd] tV4afl..fi t 06/03/2024
BY: vv
CITY ENGINEERING DIVISION
Z
w
0
0
U
W
U
U
U
w
w
0
LLI
V)
11111111
a � I I rAl rA EA EA ff
O�W:
L0
. •N �
c
Q 00
rn
0) N
O L0L6
ww 4- 4--
E
w
o>
r-_ w
N
�6
Wz
W
2 LU
Z
0 Z
W
Z
0�
0
z
2i
O
Z
§
0U
U)
O
�w
Q
�
�
Z
O
w
W
O
Z
�
U
z
Q
J
0U�
J
0
O
W
LL
z
O
�
C
0
�
�
G
N
0
PROJ. NO. I DSN. BY:
23-0416 JMs
DATE
5/24/2024
SCALE:
DRAWING NO. 88
OF
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
I '
\ I I
I i - - - - -� d \EX. FLOW
\ \ I i a a \(ARROW �
- - - r -.- a _J (�TYP.) �
\ / EX. POWER I \,. a " ° ��
/ I PO(TBRLE I 1 I
w
ED
CONCF?ETE I r I e .. / A T \ I
FOUNDAEBAR/CAP 0.1'(S) OF I f \ \\ �/ W
CORNS STAMPED BROKKE UND REBgR CAP :v
QQ I /
% LSi 619 \ i O.2 W) OF OMER I ° • ' ° \ . • a \ Q C
DO
jw w I w w-�—w�\ ww\4 � w W °pII r
I (b I � 368
L I®
Lj
S Ss — \\ss-- sS \ \ SS Ss�— ss-- \� 194TH ST SW
\ \ \ \ I \
\ A3P�IALT \ GRAVEL 66
\ DRIVElN�4Y ® \ DRIVEWAY C71 1AVEL
\ 1 \ ��, SSMH \RIM= 362.74
\ \\ R INV. 8" QNC(W)
CNTR CHNL=349.99
\ 1 \ \ \ \ GRAVEL
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FEET)
155
200
250
305
360
425
495
570
1 645
-
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
TRANSPORTABLE ATTENUATOR
30 FEET MIN.
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
TO
WEIGHT SHALL BE IN ACCORDANCE WITH THE
100 FEET MAX.
MANUFACTURERS RECOMMENDATION.
PROTECTIVE VEHICLE
NO SPECIFIED
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
DISTANCE
THE WORK AREA.
REQUIRED
X
C
48" W20-4
ROAD
WORK
AHEAD
48"
W20-1
b
D
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
FILE NAME
S:\Design R P& SW-Standardsl2-Plan Sheet
TIME 1:16:53 PM
DATE
9/1812014
PLOTTED BY
FletcCo
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
X I X
48" BE \
PREPARED
TO STOP
48"
W20-7B
W20-713 (OPTIONAL IF
40 MPH OR LESS)
SIGN SPACING
= X (1)
RURAL HIGHWAYS
60 /65 MPH
8001±
RURAL ROADS
45 /55 MPH
500'±
RURAL ROADS $ URBAN ARTERIALS
35 /40 MPH
350'±
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
25 / 30 MPH
200'± (2)
URBAN STREETS
25 MPH OR LESS
100'± (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
ROADWAY CONDITIONS.
FIT
X
• 48"
48"
W20.7A
-Published PSLWTC) Work Zone Traffic
50' TO 100,
6 DEVICE
MIN.
r
50' TO
300'
50' TO 100'
6 DEVICE
R I I B I MIN.
WORK j D
13
AREA
ILAO
I
x 48"
I •
I
I 4
I
I
x 48"
I
4 W20.7A
�I
1Jj
zl
I
xCID
481'
W I ONE LANE
4 ROAD
I
I
AHEAD
x 48"
I
W20-4
I V
I
J I
LOT C
RANGE 4 El W.M.
APPROX. LOC.
EX. WATER MAIN
I
z
0
U
U)
W
11111111
a � 01 E41 E 0 EA 0 N
N
CD
� '�O
CB
RIM= 368.32
"PVC(N)=365.82
N
INV.
6
;
INV.
8"PVC(E)=365.02
m �•
INV.
4"PVC(E)=365.39
•o ••
INV.
8"IP(S)=364.72
�S •••
W20-713 (OPTIONAL IF
40 MPH OR LESS)
48"
BE
PREPARED
TO STOP
48" 48"
. • W20-7B
C
48"
W20-7A
X I X X
48"
BE
PREPARED W20-7B (OPTIONAL IF
40 MPH OR LESS)
TO STOP
48"
W20-7B
48"
ROAD
WORK
7:A48'
W20-1
ONE -LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
NOT TO SCALE
One Lane, Two Way Traffic Control wi h FlaggerslTC-1.dgn
_GOON I STATE FED.AID PROJ.NO.
W WAS
JOB NUMBER
Washington State
CONTRACT NO. LOCATION NO. Department of Transportation
CUTE DATE
P.E. STAMP BOX P.E. STAMP BOX
FOUND NAIL AT INTERSECTION OF 88TH
AVE W & 194TH ST SW
SSMH RIM=367.56
INV.
8 "CONC(N)=358.71
INV.
8 "CONC(E)=358.71
INV.
8 "CONC(S)=358.61
B RIM=363.77
n
INV. 8"IP(N)=361.87
/ \\ 48"
ROAD
WORK
AHEAD
48" 48"
ONE LANE W20-1
ROAD
AHEAD
48"
W20-4
I X
CHANNELIZATION DEVICE
SPACING FEET
MPH
TAPER
TANGENT
50/65
10 TO 20
80
35/45
10 TO 20
60
25/30
10 TO 20
40
NOTES:
1. ALL SIGNS ARE BLACK ON ORANGE.
2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
SHOULDER IS RECOMMENDED.
3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR
ADDITIONAL DETAILS.
4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
TRAFFIC CONTROL PLAN
Plot 1
PLAN REF NO
TC1
SHEET
OF
SHEETS
C
UJ
0
Q
�
Z J
�O
o
SIGN & CHANNLEIZATION SPACING NOTE:
DUE TO LOW VOLUME URBAN STREET
j
= N 00
oN CLOO rn
CONDITIONS AND LIMITED DISTANCES TO
Q
rnzl- --
INTERSECTIONS, CONTRACTOR SHALL WORK
WITH CITY INSPECTOR REGARDING REQUIRED
0
� M N
SIGNS AND SPACING.
2
LO U-)
C'4 C-4
TAPER SHALL BE STARTED NO CLOSER THAN
Lu
LLI
40' TO THE INTERSECTION WITH 88TH TO
w
PROVIDE SPACE FOR TWO VEHICLES TO QUE.
o
w
N
N
or
20 40
HORIZONTAL SCALE
RESUB
May 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Know what's below.
Call two business
days before you dig.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
jd], tV4as ,wt 06/03/2024
BY: vv
CITY ENGINEERING DIVISION
Z
0
0
=
0 U�
Q
W~
°
JO
J
o
0
LL
O
U
07 2
Z
O
H co
Q
� _W
Z It
O W
H 0
U z
W Q
Cl)Of
LL. _
O�
Z O
Oz
I- r-
O N
0-
PROJ. NO.
DSN, BY:
23-0416
JMs
I
DATE'
5/24/2024
SCALE'
1"=20'
DRAWING NO.
TC1 2
OF
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
/n
1 \ /
I i +A,
V---JsEX. FLOW
a\ARROW / APPROX. LOC.
L- -----. (�TYP.) Cn EX. WATER MAIN
EX. POWER I A' APOLE I o(TBR/) I ?A ® I CB RIM= 368.32
CONCPETE I II A e :. / AT \ = 5 I INV. 6"PVC(N)=365.82
FOUNEISTA PCAP ROKK) OF I f / I I / v \ 1 INV. 8"PVC(E)=365.02
/) LOR61 I� STAMPED BROKKE \ I �0 �w A v A \ a 1 "
9#I I 4. \ \ I o INV. 4 PVC(E)=365.39
\ I c, INV. 8"IP(S)=364.72
\ 1
jw w w w-�—w�\ w�w\ W , W I
co 00 3 I 68 J
j L Lo I I 194TH ST SW
Ts— Ss— \ Ste- STD ss s s\-� ®ss�'O)R\ks;�X�
S AVE W & UND NAIL
INTERSECTION
SW
CTION OF 88TH
REA ®1 ® �
\ A3PkALT \ GRAVEL \ 66 LU
\ DRIVEWi�1.Y ® DRIVEWAY \ RAVEL >
\ \\ ��O 00
SSMH\RIM= 362.74 \ I 00
\ \R INV. 8" QNC(W)
\ \ 1 \\ CNTR CHNL=349.99
\ \ \ \ \ \ \ GRAVEL
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FEET)
155
200
250
305
360
425
495
570
1 645
-
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
TRANSPORTABLE ATTENUATOR
30 FEET MIN.
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
TO
WEIGHT SHALL BE IN ACCORDANCE WITH THE
100 FEET MAX.
MANUFACTURERS RECOMMENDATION.
PROTECTIVE VEHICLE
NO SPECIFIED
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
DISTANCE
THE WORK AREA.
REQUIRED
SIGN SPACING
= X (1)
RURAL HIGHWAYS
60 /65 MPH
8001±
RURAL ROADS
45 /55 MPH
500'±
RURAL ROADS $ URBAN ARTERIALS
35 /40 MPH
350'±
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
25 / 30 MPH
200'± (2)
URBAN STREETS
25 MPH OR LESS
100'± (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
ROADWAY CONDITIONS.
FIT
X X X X
4811 4811
ONE LANE
ROAD
AHEAD
48" 48"
48" W20-4 4811 W20.7A
ROAD BE
WORK PREPARED
AHEAD TO STOP
48" 48"
W20-1 W20-713
W20-71113 (OPTIONAL IF
40 MPH OR LESS)
b
D
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
FILE NAME
S:\Design R P& SW-Standardsl2-Plan Sheet
TIME 1:16:53 PM
DATE
9/1812014
PLOTTED BY
FletcCo
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
-Published PSLWTC) Work Zone Traffic
50' TO 100,
6 DEVICE
MIN.
r
50' TO
300'
R
50' TO 100'
6 DEVICE
B I MIN.
WORK j D
13
AREA
I
I
x 48"
I •
I
I 4
I
I
x 4811
I
4 W20.7A
�I
1Jj
zl
I
x 48"CID
W I ONE LANE
4 ROAD
I
I
AHEAD
x 4811
I
W20-4
I V
I
J I
I
C/)
�I
I
0
I
11
I
N
U
z
I
0
I
SSMH RIM=367.56
INV.
8 "CONC(N)=358.71
INV.
8 "CONC(E)=358.71
INV.
8 "CONC(S)=358.61
CB RIM=363.77
INV. 8"IP(N)=361.87
W20-713 (OPTIONAL IF
40 MPH OR LESS)
48" 48"
BE ROAD
PREPARED WORK
TO STOP AHEAD
/4811 48" 48■ 4811
. • W20-7B ONE LANE W20-1
ROAD
AHEAD
48" 4811
W20-7A W20-4
X I X X I X
48"
BE
PREPARED 40 MP (OPTIONAL IF
40 MPH OR LESS)
TO STOP
4811
W20-7B
48"
ROAD
WORK
AHEAD
4811
W20-1
ONE -LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
NOT TO SCALE
One Lane Two Way Traffic Control wi h FlaggerslTC-1 dgn
CHANNELIZATION DEVICE
SPACING FEET
MPH
TAPER
TANGENT
50/65
10 TO 20
80
35/45
10 TO 20
60
25/30
10 TO 20
40
NOTES:
1. ALL SIGNS ARE BLACK ON ORANGE.
2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
SHOULDER IS RECOMMENDED.
3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR
ADDITIONAL DETAILS.
4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
GION I STATE FED.AID PROJ.NO.
W WAS
JOB NUMBER
Washington State
CONTRACT NO. LOCATION NO. Department of Transportation
CUTE DATE
P.E. STAMP BOX P.E. STAMP BOX
TRAFFIC CONTROL PLAN
Plot 1
PLAN REF NO
TC1
SHEET
OF
SHEETS
LOT C
RANGE 4 El W.M.
I
z
0
U
U)
W
0
I:2
z
w
0
0
W
0
0
3
w
w
G✓
11111111
a � 01 E41 E41 0 EA 0 N
UJ
0
Q
�
Z
00.
U
SIGN & CHANNLEIZATION SPACING NOTE:
DUE TO LOW VOLUME URBAN STREET
j
= N 00
oN CLOO rn
CONDITIONS AND LIMITED DISTANCES TO
Q
rnzl- --
INTERSECTIONS, CONTRACTOR SHALL WORK
WITH CITY INSPECTOR REGARDING REQUIRED
0
� M N
SIGNS AND SPACING.
2
LO U-)
C'4 N
TAPER SHALL BE STARTED NO CLOSER THAN
Lu
LLI
40' TO THE INTERSECTION WITH 88TH TO
w
PROVIDE SPACE FOR TWO VEHICLES TO QUE.
o
w
N
N
or
20 40
HORIZONTAL SCALE
RESUB
May 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Know what's below.
Call two business
days before you dig.
aZ
6
Wz
LU
LU
Z
0 V
Z
LU
z
0
0
=
0 U�
Q
W~
°
JO
J
o
0
LL
O
U
c
z
O
H co
Q
� _W
z It
O W
H 0
U z
W Q
Cl)Of
LL. _
O�
z O
Oz
I- r-
O N
0-
PROJ. NO. I DSN, BY:
APPROVED FOR CONSTRUCTION 23-0416 ims
CITY OF EDMONDS DATE
5/24/2024
ENGINEERING DIVISION
DATE: APPROVED AS NOTED SCALE 1 _ 20'
1
Jd,P U/06/03/2024 DRAWING NO.
BY: vv TC22
CITY ENGINEERING DIVISION OF
N
0
N
N
L0