20105 MAPLEWOOD DR-SITE PLAN 4.pdfNW 114, SEC 19, TWP 27N, RGE 4E, 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
o TO SUPPORT FILTER
I
FABRIC
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
FILTER FABRIC FENCE AUGUST 2017
CITY OF EDMONDS
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R — 9 00
RESIDENCE o
�-CLEANOUT a
WITH 45•
BEND AND
CAP
CL
EANOUT (MAX)
TYP
NOT TO EXCEED 100' BETWEEN CLEANOUTS
CLEANOUT (WYE WITH CAP
AND CLEANOUT COVER) AND
CONCRETE LEVELING COLLAR
2" f r- FNNISHED GRADE
12" LOCKING COVER
SEE NOTE 3
END OF PIPER GRIPPER PLUG
(CHERNE 27061 OR APPROVED
EQUAL)
\- WATER TIGHT CAP
45• RISER SEEELING NOTECOLLAR
45' 12" PVC SLEEVE
/ 6" RISER
4" OR 6" SIDE SEWER
6" WYE AND r 6" CITY STUB
GENERAL CLEANOUT DETAIL 45• BEND rJ
4" OR 6"
12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL
3 z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT
w LEVELING COLLAR NOTES:
z o ?7- (Unj SEE NOTE 4
ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE
GASKETED.
12"f 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 STAR PIPE COSP48L OR APPROVED
SLEEVE EQUAL.
6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS:
PLUG (CHERNE 270261
OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424
TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24N24%6"
R DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP
UNDER ASPHALT
CONCRETE COLLAR
`Sf 13'y
REVISION DATE
CITY OF EDMONDS DECEMBER 2017
SEWER CLEANOUT DETAILS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH SS-200
_LS
a
TH
IN
DE FULL WIDTH
DRESS/EGRESS
DETAIL NOTES:
1� 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
REVISION DATE
`CITY OF EDMONDS STABILIZED CONSTRUCTION AUGUST 2017
ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT
` 1
D ETAI L
s I APPROVED BY: R. ENGLISH E R— 9 O
x
R.O.W.
FINISHED GRADE -\
PROPERTY
LINE O
I rn YCITY METER SUPPLEE
BD
BALL V�ALVE��,
K \ E
Li C
DIRECTION
OF FLOW
— —�
A D J
i
MATERIAL LIST:
OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING
B 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER)
�C DUAL PURPOSE UNION
OD MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1"
OWHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL
PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44
WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44
F 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S
�G IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR;
IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID
O FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT
�I 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE
J SCHEDULE 40 3/4" OR 1' PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING
K WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE)
OL PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES
DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL
PROVIDE REDUCERS
OM BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER.
METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER.
REVISION DATE
3/4" -1 APRIL 2017
OF EDMONDS WATER SERVICE
PUBLIC WORKS STANDARD
INSTALLATION ,
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH WA— 130
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
SUPPORT POSTS
NOTCHED GRADE -�
BOARD, 2N2"
NOTCHES, 18" O.C.
CATCH BASIN
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
:IN
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
AUGUST 2017
STANDARD
DETAIL
ER-902
END CAP OR PLUG
CLEANOUT (TYP)
PERFORATED PVC
C ,
UNDERDRAIN PIPE
FLOW TO OTHER
h
DISPERSION
TRENCH(ES)
IF NECESSARY
'
TYPE 1 OR 1-L CATCH
TYPE 1 OR
BASIN W/SOLID COVER
1-L CATCH
-.,.
PER STD DETAIL
BASIN W/SOLID
SD-303 OR SD-304
COVER PER
r
I
.
.
STD DETAIL
SD-30OR
;,: z
>`". S
SD-304
�
�
m
PIPE FROM
ROOF
:.
DOWNSPOUT
10' (MIN)
PLAN
NTS
--i
2" (TYP)
2" GRADE BOARD
1-18„ oc—i
GENERAL NOTES:
NOTCHES (TYP)
NOTCH
DETAIL
1. REFER TO THE 2017 CITY OF EDMONDS
STORMWATER ADDENDUM FOR SETBACK AND
INFEASIBILITY REQUIREMENTS.
2"02" PRESSURE TREATED GRADE BOARD
VEGETATED
FLOW SEE NOTEH,
*15% MAX FOR FLOW CONTROL/WATER
NOTES:
QUALITY TREATMENT IN RURAL AREAS.
M P
20%, MAX*
-do . ""
1. A VEGETATED FLOW PATH MUST BE PROVIDED
IN ACCORDANCE THE 2017 CITY OF EDMONDS
STORMWATER ADDENDUM REQUIREMENTS.
GALVANIZED
BOLT (TYP)
2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC.
r.
�1
9-33.2(1), GEOTEXTILE FOR SEPARATION,
�• z a : ...
'
r •
NON -WOVEN TYPE.
,
3, WASHED DRAIN ROCK SHALL CONFORM TO
M
I;Ir.
WASHED DRAIN
WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL
ROCK, SEE NOTE 3
FOR DRYWELLS.
O 4" (MIN) PERFORATED
6" (MIN)-�
%•",'
:PVC UNDERDRAIN PIPE
PER WSDOT SPEC.
LAID LEVEL
GEOTEXTILE,
SEE NOTE 2
4N4" PRESSURE
UNDISTURBED
TREATED SUPPORT POST
NATIVE SOIL
SECTION _
NTS
�-
REVISION DATE
CITY OF EDMONDS TYPICAL DISPERSION DECEMBER 2017
TRENCH WITH NOTCHED
' PUBLIC WORKS GRADE BOARD STANDARD
` DEPARTMENT DETAIL
�S t£ g9� APPROVED BY: R. ENGLISH S D — 6 3 2
R ARoA R01'FO O'OFR�C
°N
D �
c
qsA qT£
�► S
:1
DRIVEWAY APPROACH (WITHOUT CURB)
01 SAWCUT EDGE o > aw
EXISTING ASPHALT ate. a
STREET \ V� Rf£S
4" HMA �2
2"-5/8" MINUS CSTC
COMPACTED SUBGRADE r
SECTION A —A
NOTES:
01 SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT, SEAL JOINT WITH AR4000 SEALER.
DRIVEWAY APPROACH TO BE 4" HMA CLASS 1/2" PG 64-22.
O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY,
O 10' EDGE RADIUS.
Q HMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISTANCE OF 20-FT OR TO PROPERTY LINE,
WHICHEVER IS GREATER.
i s13
rrrrrrrrrrrrrrrr
REVISION DATE
DRIVEWAY APPROACH DECEMBER 2017
CITY OF EDMONDS TYPE VI
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH TR — 5 46
6" MIN DEPTH
fitter fabric SET DEPTH AS REO'D FOR POST T/ VE
FLOW FROM WALL/HOUSE F0077NG DRAIN
axnpacted backfill
6' too• pyf • 4" rigid or 6' flexible
q 99, 070perforated pipe
24' a q
a o a q Qoo ,
12' a qo� �p a q washed rock
o� O 00apac �1112"-3J4'
4 4
I-�+—•— 24'�
SECTION A
NTS
FOOTING DRAIN DRYWELL TRENCH
NOT TO SCALE
RES�:.
NOV 13 2018
BUILDING nFPART�AFN7
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
BY
CITY ENGINEERING DIVISION
RA
ENGINEERING, INC.
Civil Engineering / Land Planning
16531 13TH AVE W, SUITE Al08
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
Z
O
U
O
Z
Z
U
C�
N
41
cr-
�
of
�
o
�
�gT L
of wAsz"
d
O � 38608 9 ��
\� �'GISTE�r�
IONet .
ENGINEER:
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DATE. • SCALE:
7110118 AS NOTED
JOB NO.
18-Dos
SHEET.•
DT-01
SH T 4 OF 41