APPROVED ENG RESUB 1-BLD2022-1440-Civil Plans 4.11.23CALCULATED INTERSECTION
AS PER SNOHOMISH
COUNTY RECORDING NO.
201203195001
N
■ IN
R/W
R/W
R/W -
UNSHIELDED WIRE /
ELEV. = 138.54 FT. /
TRANSFORMER INSULATOR
\ ELEV. = 134.41 FT.
A I I c V
98.01 FT.
PROVIDE CATCH BASIN
FILTER SOCK PER 6-Of-
STANDARD DETAIL ER-302
I
SAN. MANHOLE
RIM = 97.51 FT. I
APPROXIMATE LIMITS
OF TREE DRIPLINE
(TYPICAL)
LTER FENCE
-R G.O.E-
TANDARD
=TAIL ER-'300.
R/W
R/W
_L DISTURBED AREAS TO
- COMPOST AMMENPED
-R 2014 SWMMWW f5MP
TAX NO. 00434209503300
STALL & MAINTAIN ALL
-50 MEASURES
;CORD I NCB TO APPROVED
-AN6, CITY OF EDMONPS
TANPARD DETA I Ls, &
_L OTHER MEASURES
1AT MAY 1�)E REQUIED
JRIN0 CONSTRUCTION.
UND REBAR AND
,P AT CALC'D
IRNER POSITION
TCH BA
SICAN
00
49 FT.
--------12 L___
i
II
PSD -----
Z 12" PSD - - Z - - 12" PSD - - -
SAN. MANHOLE
RIM = 101.31 FT. I I I
_ � $ 90.04'
s'Pss ----_ PSS -----= 8"Pss=----=—N8P4s4'57" W--660.28—= 8 s
ALDER STREET SAN. MANHOLE
RIM = 101.59 FT. I
I
I
I
SAN. MANHOLE
RIM = 101.04 FT.
WALNUT STREET
NORTH
TD56 PLAN
ll)=la_ojj
0 5 10 20
Q
GAS METER
Q
ELECTRIC METER
WATER METER
0
MANHOLE COVER
❑
CATCH BASIN
0
POWER POLE
R/W
M
----_ 50.20'
CONCRETE PAVING
—o—
CHAIN LINK FENCE
WOODEN
FENCE
xo
X"
DIA. DECIDUOUS TREE
x" ET
0
X"
DIA. EVERGREEN TREE
-X" PSD-
X"
DIAMETER STORM MAIN
—x" Pss-
X"
DIAMETER SEWER MAIN
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
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 1
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.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
� PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fst. 189� APPROVED BY: R. ENGLISH ER-900
CENTERLINE MONUMENT -
FOUND EXISTING MONUMENT
IN CASE ON SEPT. 06, 2022
(TYPICAL)
cn
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A
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
O2 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
_ REVISION DATE
CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018
PUBLIC WORKS ENTRANCE STANDARD
DEPARTMENT DETAIL
FS t . 189 APPROVED BY: R. ENGLISH E R - 9 01
CATCH BASIN
FILTER SOCK WITH
OVER FLOW HOLES
(n'P)
zim
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.
REVISION DATE
CITY OF EDMONDS TEMPORARY JANUARY 2018
SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
FS t . 189 APPROVED BY: R. ENGLISH E R - 9 02
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CITY APPROVAL STAMP
3/30/2022
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CALCULATED INTERSECTION
AS PER SNOHOMISH
COUNTY RECORDING NO.
201203195001
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R/W — — — — — PP
UNSHIELDED WIRE
ELEV. = 138.54 FT.
TRANSFORMER INSULATOR
\ ELEV. = 134.41 FT.
7-----
R/W
I I
❑ I 14" DT I
SAN. MANHOLE
RIM = 98.01 FT.
SAN. MANHOLE
ALLEY RIM = 97.51 FT. — I
/ SOUTH EDGE I \
/ GRAVEL
---------- -90_04JOF
32'
NEW
ACCE660RY
TAX NO. 00434209503802 STRUCTURE
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OMETER
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i EXISTING
RESIDENCE
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N HORIZONTAL
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TAX NO. 00434209503801
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\ a / IF— APPROXIMATE LIMITS
I _ — OF TREE DRIPLINE
o I (TYPICAL)
I /
NEW \PRY WELL. " PIA.
5' DEEP FILLED W OF I /
-I 2"TO3"WASEP Ip
ROCK & COVERED W I • /
OF COVER MATERIAL. I�
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FO TING DRAIN AROUND
FOU DATION PERIMETER. I
DISC RGE MINIMUM IO' I,
FROM RUCTURE. PER`� TF
PIPE AR ND HOUSE, SOLI
PIPE FOR ONVEYANCE l'lluWJ
MUDROOM ADDITI N TO
EXISTING RESIDE
4" PVC SIDE SEWER
u
R/W
R/W
SSCO PER 6.0.E- STD DWG ss-ZOO W/IZ"
CAST IRON LAMPHOLE COVER W/I/2"
HEXf�OLTS
DRY UTILITIES NOTE: A MINIMUM OF 3'
SEPARATION IS REQUIRED f5ETWEEN THE
DRY UTILITIES (POWER,0A6,PH0NE,6AJ5LE,
ETC.) & SEWER, WATER, & STORM, & 5'
FROM ANY CITY MAIN LINES.
-FOUND REBAR AND
CAP AT CALC'D
CAR POSITION
R/W
C NCRETE SIDEW LK vv•v r / I 1
PP O / I
OI N
CL
/ / I o CATCH BASIN
RIM = 100.49 FT. l M
PSD - — — — — — — — - 12" PSD — — O�
Z �r-- 12" PSD -----�
SAN. MANHOLE
RIM = 101.31 FT. I I I
90.04' I — 450.20'
8' PSS ----- PSS ------ 8 PSS = ---- =- $ P$ gS,-,—=-----= 8 Ste-= _----- 8"PSS ---- I-- SS =-----_ —
N t�8°44 57 W 660.28'
ALDER STREET SAN. MANHOLE
RIM = 101.59 FT. I
WALNUT STREET
NORTH
UT I L I TY PLAN 0 s 10 20
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I
SAN. MANHOLE
RIM = 101.04 FT.
Q GAS METER CONCRETE PAVING
0 ELECTRIC METER —0— CHAIN LINK FENCE
0 WATER METER WOODEN FENCE
x" DT MANHOLE COVER X" DIA. DECIDUOUS TREE
❑ CATCH BASIN X" ET X" DIA. EVERGREEN TREE
PIP POWER POLE —x" PSD- X" DIAMETER STORM MAIN
—x" PSS— X" DIAMETER SEWER MAIN
CENTERLINE MONUMENT
FOUND EXISTING MONUMENT
IN CASE ON SEPT. 06, 2022
(TYPICAL)
cam'
77
w
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J
a'
RESIDENCE a
0
_'CLEANOUT a
WITH 45'
BEND AND
2' CAP
CLEANOUT (MAX)
(TYP)
NOT TO EXCEED 100' BETWEEN CLEANOUTS
CLEANOUT (WYE WITH CAP
AND CLEANOUT COVER) AND
z
CONCRETE LEVELING COLLAR
LJ
a 0
12" LOCKING COVER
a
SEE NOTE 3
12"t FINISHED GRADE
o END OF PIPER GRIPPER PLUG
\%\\\/i \\fi \\\/\\\/i\\%/\%\\\/i�
a
a (CHERNE 27061 OR APPROVED
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a
EQUAL)
o
WATER TIGHT CAP
/\\/
\\/\\/\\/\\/\\RK
RISER
LEVELING COLLAR
45'
SEE NOTE 4
45'
12" PVC SLEEVE
6" RISER
4" OR 6" SIDE SEWER
6" WYE AND 6" CITY STUB
GENERAL CLEANOUT DETAIL
45' BEND
4" OR 6"
12" LOCKING COVER
SIDE SEWER CLEANOUT DETAIL
3 z SEE NOTE 3
AT PROPERTY LINE/CITY EASEMENT
w
LEVELING COLLAR
NOTES'
'
j a
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w SEE NOTE 4
N
CL a
ASPHALT SURFACE
1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE
GASKETED.
12"t
2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX.
3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS
1 FOOT LONG 12" PVC
PRODUCT #00366102 OR APPROVED EQUAL.
SLEEVE
6" RISER
4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS:
END OF PIPE GRIPPER
PLUG (CHERNE 270261
• IN ROADWAYS PER COE STD DWG GU-424
OR APPROVED EQUAL)
• IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6"
TYPICAL CLEANOUT
DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP
UNDER ASPHALT OR CONCRETE
CONCRETE COLLAR
REVISION DATE
CITY OF E D M O N D S
SEWER
CLEANOUT DETAILS
FEBRUARY 2022
PUBLIC WORKS
STANDARD
DEPARTMENT
DETAIL
FSI. 1B9)
APPROVED BY: R. ENGLISH
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