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PUBLIC SEWER EASEMENT PER AFN
FOUND REDO 1W 8306230289
N 89`54'04" E (RAD) LS/4074 ON LINE
- -,_. - - -r I00.9< - -
PARCEL NUMBER:
00513100002410
EX NATIVE GROWTH PROTECTION
EASEMENT PER AFN
200010235001
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
- 2019 WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT
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 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
PROPOSED BUIDING
EX 15' INGRESS AND EGRESS
EASEMENT PER AFN
200010235001
KOH RESIDENCE
15604 75TH PL W, EDMONDS, WA 98026
FOUND RERAR/CAP
LS/18898
0.18'N k 0.49'N'
OF PROP. CC'
S 87°38'29" E 9 '
20.02 4ms
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 THE BUILDING AND WALLS SHALL CONNECT TO THE
DRAINAGE SYSTEM AT THE DOWNSTREAM END
20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION
OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
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@EDM ONDSWA. 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 ONSITE
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.
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ASPHALT SURFACE
BUILDING LINE
CENTERLINE
CABLE/TELCOM LINE (UNDERGROUND)
CONIFER TREE
DECIDUOUS TREE
ELECTRIC LINE (UNDERGROUND)
FENCE LINE (CHAIN LINK)
GAS LINE
GAS METER
GRAVEL SURFACE
MAILBOX (RESIDENTIAL)
MANHOLE (AS NOTED)
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
MONITORING WELL/BORE
MONUMENT IN CASE LSPECIAL IN
REBAR (AS NOTED)
SEWER LINE LSPECTIO
LANCHORS
SIGN BNSF
STEEP SLOPE
STORM DRAIN LINE
SUBJECT PARCEL PROPERTY LINE
WATER LINE
WATER METER
WALL (AS NOTED) DEFERRED SUBMITTAL:
BNSF STORM OUTFALL APPROVAL
** NO WORK ON STORM SYSTEM
SHALL OCCUR PRIOR TO BNSF
APPROVAL**
N
20 10 0 20 40
SCALE IN FEET
11t=20'
32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE-T6 CONSTRITCTION - - - -
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 957, 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 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.
41. THE SUBJECT PROJECT SITE IS LOCATED WITHIN THE EARTH SUBSIDENCE LANDSLIDE
HAZARD AREA. IN ACCORDANCE WITH ECDC 19.10.080, "REQUESTS FOR EARLY SITE
ACCESS IN ADVANCE OF BUILDING PERMIT APPROVAL OR IN THE TIME PERIOD
BETWEEN OCTOBER 1ST AND APRIL 30TH FOR ANY PURPOSE SHALL BE SUBMITTED
TO THE BUILDING OFFICIAL ACCOMPANIED BY WRITTEN CONCURRENCE OF THE
OWNER/APPLICANT'S GEOTECHNICAL ENGINEER OF RECORD."
UTILITY PURVEYORS: NATURAL GAS:
PUGET SOUND ENERGY CUSTOMER
STORMWATER: CONSTRUCTION SERVICES
CITY OF EDMONDS, PUBLIC WORKS & UTILITIES 3130 S 38TH ST
CITY HALL - 1ST FLOOR 121 5TH AVE N TACOM A, WA 98409
EDMONDS, WA 98020 PH: (253) 476-6421
PH: (425) 771-0241
POWER:
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SHEET INDEX:
C1.0 COVER SHEET AND NOTES
C2.0 TESC PLAN
C2.1 TESC DETAILS
C3.0 GRADING AND UTILITY PLAN
C3.1 GRADING AND UTILITY DETAILS
C3.2 ADDITIONAL DETAILS AND PROFILES
C4.0 BNSF OUTFALL EXHIBIT PLAN
- FOR REFERENCE
C4.1 BNSF OUTFALL EXHIBIT DETAILS
- FOR REFERENCE
PROJECT CONTACTS
OWNER:
YVETTE SYLVI A AN N XAVI ER
MICHAEL KOH BENG CHYE
12 JALAN SETIAKASIH 1, DAMNSARA HEIGHTS
54090 KUALA LUMPUR, MALAYSIA
michael.yvette@gmail.com
PH: (616) 634-1293
ENGINEER:
BUSH ROED & HITCHINGS
15400 SE 30TH PL STE 100
BELLEVUE, WA 98007
CONTACT: JAY DECKER, P.E.
jayd@brhinc.com
PH: (206) 323-4144
SURVEYOR:
GROUNDMARK LAND SURVEYING, PLLC
2712 E FIR ST
SEATTLE, WA 98122
sean@groundmarkls.net
PH: (206) 580-3801
ARCHITECT:
MOTIONSPACE ARCHITECTURE + DESGIN PLLC
3104 WESTERN AVE #107
SEATTLE, WA 98121
CONTACT: NAZIM NICE BLD2023-0640
nazim@motion-space.com
PH: (206) 204-0490
WATER: SNOHOMISH COUNTY PUBLIC REFER ALSO TO:
CITY OF EDMONDS, PUBLIC WORKS & UTILITIES UTILITY DISTRICT RIGHT-OF-WAY PERMIT: ENG2023-0558
CITY HALL - 1ST FLOOR 121 5TH AVE N 2320 CALIFORNIA ST SEWER PERMIT: ENG2023-0557
EDMONDS, WA 98020 EVERETT, WA 98201 WATER METER: ENG2023-0556
PH: (425) 771-0241 PH: (425) 783-1000 ENCROACHMENT PERMIT: ENG2024-0039
SANITARY SEWER: PHONE AND CABLE:
CITY OF EDMONDS, PUBLIC WORKS & UTILITIES ZIPLY FIBER
CITY HALL - 1ST FLOOR 121 5TH AVE N PH: 1 (866) 699-4759
EDMONDS, WA 98020
PH: (425) 771-0241 COMCAST
PH: (800) 934-6489
COMPLIES WITH APPLICABLE
CITY STORMWATER CODE
1 06/17/2024 1
HMO
STORM DRAINAGE REPORT
PREPARED BY BUSH, ROED &
HITCHINGS, DATED MARCH 14, 2024
SEWER GRINDER PUMP CALCS
(E-ONE), DATED MARCH 12, 2024
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DAZE: APPROVED AS NOTED
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NO POTENTIALLY LARGE SHRUBS OR TREES SHALL BE PLACED
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for 75th PI W: 15'
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Meadowdale
Beach Park
NOTE: For work in ROW-
- avoid peak hours, especially when construction
impacts a busy intersection (along State Route) or
within close proximity of a school
- hours must comply with City of Edmonds
Construction Hours:
(M - F: 7am - 6pm); (Sat: 1 Oam - 6pm); (No work
on Sunday or Holiday)
NOTE:
no disruption to pedestrian route or non -motorized
facilities proposed. No parking restrictions proposed.
NOTE:
Hauling to and from site shall be
along 75th /76th and 196th St SW.
Single trucks only shall be used (no
trailers).
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Date Revision Description
1
1112012023 RC1
3
311412024 RC2
JOB #
MS2021-42
DATE
05/19/2023
Site
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CONSTRUCTION SEQUENCE:
1. SCHEDULE A PRE —CONSTRUCTION MEETING THROUGH MyBuildingPermit.com WITH EMAIL engineeringpermits0edmondswa.gov 2 DAYS IN
ADVANCE OF DATE REQUESTED.
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. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
7. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE
DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES
BELOW
8. INSTALL PROPOSED BUILDING, UTILITIES, AND BNSF DRAINAGE PIPE OUTFALL.
9. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE PER CITY OF EDMONDS STANDARD
DETAIL SD-642.
10. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON
FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR.
EROSION CONTROL NOTES:
APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF DRAINAGE DESIGN.
THE IMPLEMENTATION OF THIS ESC PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC BMPS IS
THE RESPONSIBILITY OF THE APPLICANT UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS
ESTABLISHED.
CLEARLY FLAG THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE
MAINTAINED BY THE APPLICANT FOR THE DURATION OF CONSTRUCTION.
CONSTRUCT THE ESC BMPS SHOWN ON THIS PLAN IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A
MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE
APPLICABLE WATER STANDARDS.
THE ESC BMPS SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION
PERIOD, UPGRADE THESE ESC BMPS AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT —LADEN
WATER DO NOT LEAVE THE SITE.
THE APPLICANT SHALL INSPECT THE ESC BMPS DAILY AND MAINTAIN THEM AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
INSPECT AND MAINTAIN THE ESC BMPS ON INACTIVE SITES A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR
STORM EVENT (I.E. A 24—HOUR STORM EVENT WITH A 10—YR OR GREATER RECURRENCE INTERVAL).
AT NO TIME SHALL THE SEDIMENT EXCEED 60—PERCENT OF THE SUMP DEPTH OR HAVE LESS THAN 6—INCHES OF CLEARANCE FROM THE
SEDIMENT SURFACE TO THE INVERT OF THE LOWEST PIPE. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO
PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
INSTALL STABILIZED CONSTRUCTION ENTRANCES AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE
PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
PROJECT.
ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 SWMMWW BMP T.5.13.
INSTALL AND MAINTAIN ALL TESC ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES
THAT MAY BE REQUIRED DURING CONSTRUCTION.
FILTER SOCKS AND INLET PROTECTION TO BE ADDED TO ANY CATCH BASINS DOWNSTREAM.
PERMANENT SLOPES SHOULD BE COVERED WITH EROSION CONTROL MATTING AND VEGETATED.
BMP C123:
DESIGN AND INSTALLATION SPECIFICATIONS
• PLASTIC SLOPE COVER MUST BE INSTALLED AS FOLLOWS:
1. RUN PLASTIC UP AND DOWN THE SLOPE, NOT ACROSS THE SLOPE.
2. PLASTIC MAY BE INSTALLED PERPENDICULAR TO A SLOPE IF THE SLOPE LENGTH IS LESS THAN 10 FEET.
3. PROVIDE A MINIMUM OF 8—INCH OVERLAP AT THE SEAMS.
4. ON LONG OR WIDE SLOPES, OR SLOPES SUBJECT TO WIND, TAPE ALL SEAMS.
5. PLACE PLASTIC INTO A SMALL (12—INCH WIDE BY 6—INCH DEEP) SLOT TRENCH AT THE TOP OF THE SLOPE AND BACKFILL WITH
SOIL TO KEEP WATER FROM FLOWING UNDERNEATH.
6. PLACE SAND FILLED BURLAP OR GEOTEXTTLE BAGS EVERY 3 TO 6 FEET ALONG SEAMS AND TIE THEM TOGETHER WITH TWINE TO
HOLD THEM IN PLACE.
7. INSPECT PLASTIC FOR RIPS, TEARS, AND OPEN SEAMS REGULARLY AND REPAIR IMMEDIATELY. THIS PREVENTS HIGH VELOCITY
RUNOFF FROM CONTACTING BARE SOIL, WHICH CAUSES EXTREME EROSION.
8. SANDBAGS MAY BE LOWERED INTO PLACE TIED TO ROPES. HOWEVER, ALL SANDBAGS MUST BE STAKED IN PLACE.
• PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL.
• IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT
THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF.
MAINTENANCE STANDARDS
• TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED.
• COMPLETELY REMOVE AND REPLACE THE PLASTIC IF IT BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION.
• COMPLETELY REMOVE PLASTIC WHEN NO LONGER NEEDED.
• DISPOSE OF OLD TIRES USED TO WEIGHT DOWN PLASTIC SHEETING APPROPRIATELY.
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South County Fire
Date: 06/18/2024
PVC N I.E=97.50'
6 PVC E I.E.=97.00'
B' PVC S I.E.-96.90'
BLD2023-0640
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
WE: APPROVED AS NOTED
�/i%y1%"6/15/2024
BY:
CITY ENGINEERING DIVISION
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CITY OF EDMONDS
DEVELOPMENT
dr'dW1" U.r-- — ' "CFi��lied by
DP JDD
scale date
AS SHOWN 05/23/2
job no.
2022117
sheet �-/ L . U of
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2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2' 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
8"
0
I
N
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 CE
FPORT FIRE MESH ILTER
FABRIC
I `BURY BOTTOM OF FILTER
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
`Sl. 189\'
SILT FENCE
NOT TO SCALE
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R - 9 00
Surface area determined
at top of weir
1' Min.
� 3.5' - 5'
c'1 + 1.5' Min.
4' Min.
Overflow
1' Min
1' Min.
_LS
4
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
O
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 JANUARY 2018
FENTRANCE
T PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FS l 1890 APPROVED BY: R. ENGLISH E R - 9 01
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
View Looking Upstream
Note:
Key stone into channel banks and extend it
beyond the abutments a minimum of 18"
(0.5m) to prevent flow around dam.
Section A -A
A 18„
12" (0.5m)
(150mm)
24" (0.6m)
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
`Sl. 189.
INLET PROTECTION
NOT TO SCALE
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
JANUARY 2018
STANDARD
DETAIL
ER-902
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Note: Trap may be formed by berm or by Geotextile stabilized Q W
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partial or complete excavation. 2" - 4" Rock outlet, or level
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NOT TO SCALE
Cross Section of Sediment Trap
Revised June 2016
DEPARTMENT OF
ECOLOGYPlease see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions,
State of Washington limitation of liability, and disclaimer.
SEDIMENT TRAP
NOT TO SCALE
DEPARTMENT OF
ECOLOGY
State of Washington
CHECK DAMS
NOT TO SCALE
Rock Check Dam
NOT TO SCALE
Revised June 2016
Please see http://www.ecy.wa.govlcopyright.html for copyright notice including permissions,
limitation of liability, and disclaimer.
BLD2023-0640
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
5/2024
BY:
CITY ENGINEERING DIVISION
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5/23/2024 °
CITY OF EDMONDS
DEVELOPMENT
drdWh-bS(-- "CF 6'CWdd by
DP JDD
scale date
AS SHOWN 05/23/2
job no.
2022117
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T GRAVITY PIPE
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ACCESS ROAD WALL AND UTILITY CROSSING A� {
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TYPE OF AREA
SQUARE FOOTAGE
STORMWATER
FACILITY
COMP
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INSTALL NEW 1» METER
IN EMPTY METER BOX
PER EDMONDS
STANDARDS
NEW 1" SERVICE WILL
NEED TO BE INSTALLED
FROM MAIN TO BOX BY
CITY. RESTORATION IS
THE RESPONSIBILITY OF
THE CONTRACTOR.
1
RESTORE C3.1
PAVEMENT
PER EDMONDS
STD GU-410
(�)
- ASPHALT ACCESS ROAD
4» HMA OVER
2' GRANULAR STRUCTURAL
FILL OR CRUSHED ROCK PER
GEOTECH RECOMMENDATION
- CLEAN SAWCUT AT
EXISTING EDGE OF
PAVEMENT AT 75TH PL W
AND APPLY AR4000
SEALER AT JOINT
SIDE SEWER
STUB
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CITY OF EDMONDS
ENGINEERING DIVISION
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DEVELOPMENT
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scale
date
ASSH OWN
05/23/2
job no.
2022117
3 0 of
sheet ♦-/ .
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.
EXISTING
HMA.....
:....:..:......:..:::::....::::.:...:....'.-,:_..:'..,.....,.::,..,:._.,::-,:,-:.,.....::,...:,......:::.;::.::::,':.:•�
EXISTING
BEDDING MATERIAL (1-1/4" MINUS)
CRUSHED SURFACE BASE COURSE
(SEE NOTE 3)
IMPORT BACKFILL SHALL BE COMPACTED
TO 95% MAXIMUM DENSITY
(SEE NOTE 2)
TRENCH WIDTH
NOTES:
1. 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 LIFTS 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 - 41 0
TYPICAL HMA AND UTILITY PATCH
NOT TO SCALE
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10'
/- (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.
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af
a `LOCKING CLEANOUT COVER
/ PER COE STD DTL SS-200
a
6" LATERAL SEWER
SLOPE - 2% MIN TO 50% MAX
22.5' OR 45' BEND
6" TEST TEE
6" WYE/6" ROMAC SADDLE
SEE NOTES 1 AND 2
POSSIBLE
SEWER MAIN
LOCATION
22.5' OR 45' BEND
6" TEST TEE
6" TEE
POSSIBLE I
SEWER MAIN
LOCATION
NOTES:
1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON
DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED 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.
CITY OF EDMONDS NEW LATERAL
NEW
FOR EXISTING
PUBLIC WORKS SEWER MAIN PIPE
DEPARTMENT
APPROVED BY: R. ENGLISH
SEWER LATERAL
NOT TO SCALE
REVISION DATE
FEBRUARY 2023
STANDARD
DETAIL
SS-202
SEE COE STD DTL GU-410
{
oz
v�
0m
BEDDING MATERIAL (1-1/4" MINUS)
6"
MIN
,� / ,� / / ,�
CRUSHED SURFACE BASE COURSE
(SEE NOTE 2 BELOW)
Ld
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6"
MIN
FOUNDATION (IF REQUIRED)
SEE NOTE 4
nIN
8" MIN
NOTE
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.
181 -
REVISION DATE
CITY OF EDMONDS APRIL 2021
TYPICAL TRENCH SECTION
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH G U - 400
TYPICAL TRENCH SECTION
NOT TO SCALE
DWELLING
PROPERTY OWNER PUBLIC RIGHT-OF-WAY
w
RED FLASHING ALARM, z
VISIBLE FROM ROW PER
HANDOUT E-61 AND E-62
w ROADWAY
a
PUMP CONTROL FINISHED O
PANEL GRADE a
SIDE SEWER r 5' MIN
BACKFLOW
PREVENTER
PER COE STD
DTL SS-220
GRAVITY FLOW
FROM DWELLING
3' MIN COVER
CLEANOUT
SEE COE
STD DTL SS-200
TYPICAL J
SIDE SEWER
TRACER WIRE SEE DETAIL "A"
FOR CONNECTION
IN THIS AREA
FORCE MAIN
2" IPS POLY HI-MOL PIPE
GRAVITY
SEWER MAIN
(200 PSI)
GRINDER PUMP ASSEMBLY
PER COE STD DTL PROPERTY OWNER PUBLIC RIGHT-OF-WAY
SS-241 OR SS-242
NOTES:
1. WRAP AND TAPE 12 GAUGE TRACER WIRE EVERY 10' TO
THE FORCE MAIN.
2. THE LOCATION OF THE STUB SERVICE TERMINATION
SHALL BE MARKED BY THE CONTRACTOR WITH A 2"x4"
TIMBER EXTENDED VERTICALLY FROM THE PLUG END TO GLUED -
A MINIMUM OF 3 FEET ABOVE THE GROUND SURFACE.
IN ADDITION: 2" FORCE MAIN
• A 12-GAUGE GALVANIZED WIRE SHALL BE ATTACHED
TO THE TIMBER FROM END TO END ENSURING THAT
NEITHER THE WIRE NOR THE 2"x4" TIMBER SHALL BE 2" BRASS MIP x IPS
w
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a
0
a
6" SDR
35 PIPE
ATTACHED TO THE SEWER PIPE OR PLUG. COMPRESSION FITTING 6" SD 35 SPIGOT
• THE EXPOSED PORTION OF THE 2"x4" TIMBER SHALL WITH STAINLESS (W/ 6" GASKET)
BE PRE -PAINTED TRAFFIC WHITE WITH THE WORDS STEEL INSERT x 4" SCH 40 HUB
"GRINDER PUMP SEWER CONNECTION" STENCILED ON 4"x2" SCH 80 SLIP
WITH BLACK PAINT. x THREAD BUSHING
• THE END OF THE 2"x4" TIMBER SHALL BE
PRE -MARKED IN PERMANENT INK WITH THE LENGTH DETAIL
OF THE TIMBER INSTALLED.
CITY INSPECTION REQUIRED
�- PRIOR TO BACKFILL
REVISION DATE
a CITY OF EDMONDS GRINDER PUMP SERVICE SEPTEMBER 2023
CONNECTION TO
PUBLIC WORKS GRAVITY SEWER MAIN STANDARD
DEPARTMENT DETAIL
FS t . 189�3 APPROVED BY: R. ENGLISH S S - 2 1 0
GRINDER PUMP SERVICE
NOT TO SCALE
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))
5
2p 4
2 S
5
\2", 4", 6", OR 12"
?i 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
4y FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER
> M/,y FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY
?2, TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT
26 BE PLACED IN KNOCKOUTS.
e
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF
ALL JOINTS, RINGS, RISERS AND FRAMES.
4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX
/ DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR
"D" SHAPE.
a . 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE
PIPE INVERT IS 5'-0
6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION
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.
`St. 18y-
TYPE I CB
NOT TO SCALE
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN TYPE 1
APPROVED BY: R. ENGLISH
GRIPPER PLUG
SEE COE STD DTL SS-200
COLLAR
4" ABS/PVC INSERT PIPE*
FLAPPER/ASSEMBLY
FLAPPER
6" ABS/PVC
FEMALE ADAPTER
6" ABS/PVC
RISER PIPE*
VALVE BODY
FLOW
CLEANOUT
SEE COE STD
DTL SS-200
6" SIDE SEWER
WITHIN 2'-4'
OF BUILDING
2'
FLOW I
6" TO 4" REDUCER
4" SIDE SEWER
REVISION DATE
SEPTEMBER 2023
STANDARD
DETAIL
SD-303
STREET -SIDE HOUSE -SIDE
* BOTH RISER PIPE AND INSERT PIPE CAN BE EXTENDED -CONTACT MANUFACTURER.
NOTES:
1. THREADED PLUG, FEMALE ADAPTER, INSERT PIPE, AND RISER PIPE MAY BE SUPPLIED BY OTHERS.
2. BACKFLOW PREVENTER SHALL BE LOCATED FROM HOUSE BETWEEN 2' TO 4'.
3. BACKFLOW PREVENTER VALVE SHALL BE A CLEAN CHECK, INC. MODEL: EBV-P401 OR EQUIVALENT.
CITY OF EDMONDS SIDE SEWER
BACKFLOW PREVENTER
PUBLIC WORKS
DEPARTMENT
`St. 1B9�
SEWER BACKFLOW PREVENTER
NOT TO SCALE
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
D ETAI L
SS-21 1
NOTES:
1. WATER DURING CONSTRUCTION WILL BE PROVIDED BY
NEW 1" WATER METER INSTALLED IN EMPTY METER BOX.
2. UNDERGROUND WIRING REQUIREMENTS OF ECDC 18.05
SHALL BE FOLLOWED. ALL UTILITY SERVICES SHALL BE
INSTALLED UNDERGROUND.
3. DRIVEWAY SLOPES SHALL NOT EXCEED 14% PER ECDC
18.80.060.
4. MINIMUM 3' HORIZONTAL SEPARATION AND 1' VERTICAL
SEPARATION BETWEEN DRY UTILITIES AND SEWER, WATER,
AND STORM, AND 5' FROM ANY CITY MAIN LINES.
5. FINAL RESTORATION WITHIN THE RIGHT-OF-WAY SHALL
BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF
EDMONDS.
6. EXISTING FAILING FRONTAGE IMPROVEMENTS SHALL BE
REMOVED AND REPLACED AS DETERMINED BY THE CITY
ENGINEERING INSPECTOR.
7. BNSF INSPECTION REQUIRED FOR BNSF OUTFALL. CITY OF
EDMONDS WILL NOT BE RESPOPNSIBLE TO INSPECT THE
OUTFALL PIPE, ANCHORS, AND DISCHARGE TO BNSF ROW.
8. INSTALL CONTROL PANEL ON EAST SIDE OF HOUSE
FACING STREET. ELECTRICAL CONTRACTOR TO LOCATE
WHERE IT FITS BEST. SEE SHEET A3.0.
9. HOSE BIB TO BE INSTALLED WITHIN 15' OF GRINDER
PUMP SUMP. SEE SHEET A2.0.
10. SEWER CLEANOUTS SHALL HAVE A 12" CAST IRON
LAMPHOLE COVER WITH J" HEX BOLTS AND A PICK HOLE
AND CONCRETE PAD PER CITY OF EDMONDS STANDARD
DETAIL SS-200.
11. FOR BNSF OUTFALL, GEOTECHNICAL INSPECTION OF
EXCAVATIONS AND SUBGRADE CONDITIONS AT CONCRETE
PIPE ANCHOR.
12. FOR BNSF OUTFALL, GEOTECHNICAL INSPECTION OF PIPE
SURFACE ANCHORS TO VERIFY THE PIPE IS ADEQUATELY
RESTRAINED.
13. IF UTILITY PATCHES ARE WITHIN 20' OF EACH OTHER,
COMBINE PATCHES INTO A SINGLE PATCH.
14. FORCE LINE CONNECTION TO GRAVITY CONNECTION PER
EDMONDS STD SS-210. CONNECTION SHALL NOT BE AT
A 90' BEND.
BLD2023-0640
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
�1/7I,_'2 4"6/15/2024
BY:
CITY ENGINEERING DIVISION
3
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CITY OF EDMONDS
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sheet C3.1 of
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STAINLESS STEEL VALVE
EXTENSION HANDLE
SIMPLEX PIPE TRACER WIRE
24" BASIN COVER
JUNCTION BOXifFASTENED TO WALL
STRUCT PLASTIC
STRUCT PLASTICSST
FASTENERS
1 1/2" CONDUIT
�2" FINISHED GRADE
FLANGE
Z EY CONDUIT SEAL —
iv
(REQ'D BY OTHERS)
100
ELECTRICAL
;' RAIL MOUNTING FLANGE
CONDUIT
LIFro UT CHAIN
ANIT—SIPHON VALVE,
PVC (IF REQ'D)
AIR VENT
CONNECT TO DWELLING
TOP HOLDDOWN
PLUMBING VENTILATION
INLET FITTING, TYP
RISER PIPE
(FIELD INSTALLED)
GRAVITY FLOW 4" INLET
FROM DWELLING
2" HI—MOL POLY FORCE MAIN
2" BRASS MIP x IPS COMPRESSION
FITTING WITH STAINLESS STEEL
FIBERGLASS OR HIGH
STIFFENER
DENSITY
POLYETHYLENE BASIN
HIGH WATER "ALARM" LEVEL
SHALL BE A MIN OF 6" BELOW
GUIDE PLATE
INVERT OF 4" SEWER INLET
PUMP "ON" LEVEL
N n
RAILS
PUMP "OFF"
DISCHARGE PIPE
LEVEL
d.. SWING CHECK VALVE
e
& DISCONNECT ASSY
GRINDER PUMP
d
° DISCHARGE CASE
d c ANTI —FLOATATION PLATE
°I
OR FLANGE
CONCRETE
ANTI —FLOTATION BASE
NOTES:
1. REFER TO CITY HANDOUT E62 FOR ADDITIONAL DESIGN AND PERMIT REQUIREMENTS.
2. ASSEMBLIES SHOULD NOT BE PLACED IN AREAS
SUBJECT TO VEHICULAR TRAFFIC. IF LOCATED IN TRAFFIC
AREAS, THE LID SHALL BE TRAFFIC RATED AND SHALL BE INSTALLED FLUSH IN ASPHALT OR CONCRETE.
CITY INSPECTION REQUIRED
PRIOR TO BACKFILL
\
24" SIMPLEX GRINDER
REVISION DATE
OCTOBER 2021
CITY OF EDMONDS
PUMP WITH REMOTE
STANDARD
PUBLIC WORKS
MOUNTED CONTROL PANEL
DEPARTMENT
DETAIL
S S — 2 4 1
APPROVED BY: R. ENGLISH
GRINDER PUMP
NOT TO SCALE
100
95
85
75
RESIDENCE
w
Z
J
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IL
0
CLEANOUT (L
WITH 45'
BEND AND
CAP
CLEANOUT (MAX)
(TYP)
NOT TO EXCEED 100' BETWEEN CLEANOUTS
CLEANOUT (WYE WITH CAP
AND CLEANOUT COVER) AND
CONCRETE LEVELING COLLAR
2"t r-FINISHED GRADE
Z
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w
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ofSEE NOTE 3
a
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F EQUAL) ❑ E 27061 OR APPROVED
a U
WATER TIGHT CAP
LEVELING COLLAR❑
SEE NOTE Al.
45'
RISER
12" PVC SLEEVE
45'
6" RISER
\\YY,
Y
6" WYE AND 6" CITY STUB
4" OR 6" SIDE SEWER
45' BEND
GENERAL CLEANOUT DETAIL
4" OR 6"
SIDE SEWER CLEANOUT DETAIL
12" LOCKING COVER
AT PROPERTY LINE/CITY EASEMENT
3 SEE NOTE 3
Z
4
NOTES:
LLJ
W w LEVELING COLLAR
j d
0
w SEE NOTE 4
1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE
ii d
ASPHALT SURFACE
GASKETED.
2. PIPE SLOPE TO BE 295 MIN AND UP TO 50% MAX.
12" t
3. SEWER CLEANOUT TO BE 12" CAST IRON CLEANOUT COVER
WITH 1/2" HEX BOLTS AND A PICK HOLE. EAST JORDAN
ONG 12" PVC
r
IRON WORKS PRODUCT #00366102 OR APPROVED EQUAL.
6"
RISERIPE
GRIPPER4.LEVELING
COLLAR SHALL BE CONSTRUCTED AS FOLLOWS:
ERNE 270261
IN ROADWAYS PER COE STD DWG GU-424
VED 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 EDMONDS
SEWER
CLEANOUT DETAILS
FEBRUARY 2023
PUBLIC WORKS
STANDARD
DEPARTMENT
DETAIL
Fst,
18g�
APPROVED BY: R. ENGLISH
SS-200
SEWER CLEANOUT
NOT TO SCALE
0+50 1+00
FORCEMAIN PROFILE - ONSITE CONNECTION
SCALE: 1 "=10H, 1 "=5'V
STREAM
6" MIN
5' MAX
GROUND/FLOOR
NOTES:
1. APPROVED PRESSURE VACUUM BREAKER ASSEMBLY MUST BE INSTALLED VERTICALLY,
6" MIN ABOVE THE HIGHEST POINT OF USE AND ALL DOWN STREAM PIPING
2. 6" MIN ABOVE FLOOD LEVEL FOR GENERAL PLUMBING
3. DESIGNED FOR BACK SIPHONAGE ONLY, NOT FOR BACK PRESSURE
4. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACKFLOW PREVENTER
5. IF AVB IS INSTALLED INDOORS, CONSIDERATION MUST BE GIVEN TO WATER LEAKAGE IF
THE BACKFLOW PREVENTER FAILS (EXCESSIVE WATER SPILLAGE)
6. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING
7. MUST BE PROTECTED FROM FREEZING CONDITIONS
B. THE BACKFLOW ASSEMBLY SHALL BE A STATE APPROVED MODEL
9. A PLUMBING PERMIT IS REQUIRED— OBTAIN PERMIT FROM CITY OF EDMONDS
DEVELOPMENT SERVICES
10. NO DOWNSTREAM VALVES ARE ALLOWED
11. THIS DEVICE DOES NOT REQUIRE TESTING BY A BACKFLOW ASSEMBLY TESTER
(ABOVE GROUND INSTALLATION ONLY)
REVISION DATE
ATMOSPHERIC/ANTI—SIPHON JANUARY 2018
CITY OF EDMONDS
VACUUM BREAKER ASSEMBLY
7 PUBLIC WORKS (AVB) 2" AND SMALLER STANDARD
DEPARTMENT DETAIL
St. 1590 F APPROVED BY: R. ENGLISH WA— 165
ATMOSPHERIC VACUUM BREAKER
NOT TO SCALE
1+50
100
95
85
75
70
1+68
FIELD JOINT REQUIRED
FOR MODELS
DH151-129 / DR151-129
B
DH151-160 / DR151-160
POWER/ALARM CABLE
6 CONDUCTOR W/GNO
NEMA 6P
(EQD)
QUICK DISCONNECT ASSY.
(304 S.S.) —
S.S. CAST BALL VALVE
DISCHARGE
1 1/4' FPT
1 1/4' DISCHARGE LINE
(304 S.S.)
43.9 in
1115 mm
CHECK VALVE
(NORYL)
ANTI -SIPHON VALVE
(NORYLJ
POLYETHYLENE TANK
1/2' NOMINAL WALL THICKNESS
150 GALLON CAPACITY ❑
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
DIRFCTI Y DRIVFN BY A 1 HP MOTOR
OPTIONS :❑ DH 151 LEVELRCONTRO�S)
[:1DR 151 LEVELIRELESS CONTROLS)
GASKETED LID, HOPE
STRAIN RELIEF CORD
CONNECTOR
/E/ONE EQUALIZER
DUAL WALL, CORRUGATED
HOPE ACCESSWAY
INTERNAL WELL VENT
2.0DIAMETER
s INLET, GROMMET
TO ACCEPT 4.50' O.D.
PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
ALARM
38.4 in
t 975 mm
29 in
ON II 737 mm
OFF ` 116 gal
439 L
I 214
17 in 534 mm
432 mm 84 gal
266 50g l 318 IL
0 38.8 in-
mm
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
NOTE: DIMENSIONS ARE FOR REFERENCE ONL
EONE GRINDER PUMP
NOT TO SCALE
BMP T5-13:
V� DPO et NSF Op
SOIL RETENTION
RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO
THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING,
REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A
DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND
CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE
FEASIBLE.
SOIL QUALITY
ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN
COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY
OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT
COMPLETION, DEMONSTRATE THE FOLLOWING:
1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%
DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT IN
TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF
THE 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. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL.
3. USE COMPOST AND OTHER MATERIALS THAT MEET THE FOLLOWING
ORGANIC CONTENT REQUIREMENTS:
A. THE ORGANIC CONTENT FOR 'PRE —APPROVED" AMENDMENT RATES
CAN BE MET ONLY USING COMPOST MEETING THE COMPOST
SPECIFICATION FOR BMP T7.30: BIORETENTION, WITH THE
EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS
OR MANURE.
THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT
OF 40% 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 PLANTS NATIVE TO THE
PUGET SOUND LOWLANDS REGION.
B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF
COMPOSTED MATERIAL MEETING (A.) ABOVE; OR OTHER ORGANIC
MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO
REQUIREMENTS, AND NOT EXCEEDING THE CONTAMINANT LIMITS
IDENTIFIED IN TABLE 220-13, TESTING PARAMETERS, IN WAC
173-350-220.
THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO
BE ESTABLISHED.
BLD2023-0640
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
k 1 / � -�Y"6/15/2024
BY:
CITY ENGINEERING DIViS10N
3
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CITY OF EDMONDS
DEVELOPMENT
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scale date
AS SHOWN 05/23/2
job no.
2022117
sheet `l, / - J . L of
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CITY OF EDMONDS
DEVELOPMENT
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SCALE IN FEET 2022117
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2+48
DRAINS FOR STEEP SLOPES m
a
8 12"
Installation of the pipeline will be 0 _ _ - - �
difficult due to the slope in which the ------- ° M ---
pipe will be laid. Any damage to the ---- °;� o-°
o'�
slope due to construction must be • ,_, , _ o
repaired to its original condition. A ° , a i-
large load on the conrete anchor which .____ a; V °
supports the pipe at the top of the a a
slope will result due to this installation. = - _ _ _ _ _ - = - °�°•' ° -_ `° ° °
This anchor should be moved as far concrete collar � Undisturbed ground
away from the face of the slope as Plan View
possible to maximize its support
capability. The pipeline should be de-
signed to withstand the weight of the Ground line
6" Min. Cover ° -
water within the pipe. . °:°
See details below commonly used to •a Rebar ° ° ' °
°
support and hold the pipe in place, ` o a Elev. View
which should be used for this install- = ° ' "
4" Max.
ation. If the pipeline fails, it will be the -
owners responsibility to reinstall the _ = °' °a
pipeline. If damage occurs to railway ' e _° e,
property due to the failure of the Undisturbed ground
pipeline, the property owner will be PIPE ANCHOR DETAIL
responsible for damages. The property
owner must not deposit grass clippings,
yard waste, trees or other debris on the
slope at any time.
•a u- shaped tabor bent to pipe If possible the diffus should
be placed at the petty line.
shape and placed not less thou
30" into ground at 25'intervols. C Ciarr,ps The diffuser mu a placed
out of BNSF dr age ditch.
Application show a cross -
section dr of the ditch in
g
Maximum a" Pie
p I relations ' to the existing
Solid pipe and able
track. a drawin must ive
to withstand weight, Duolcobles. %" Minimum. I g g
of water in entire pipe. both rizontal and vertical
I dis ces with reference to
X x e ing top of rail.
L
o' o
R\ Place 3"-6" spolls
Cable Clamps around the pipe and
around the ends foo
1'/p" x Vie" Goly. Straps erosion control. JJ
0
a
U
yz" Steel Bolts �` ,a: y
}
3
X - X
3'
- Underdroin / Open Ends
CLAMP DETAIL DIFFUSER
NO TO SCAT E
BURLINGTON NORTHERN & SANTA FE RAIL WAY CO. o,, 199E
BNSF DRAINS FOR STEEP SLOPE
NOT TO SCALE
OUTFALL PIPE -
AT TOP OF
TIMBER PORTION
OF WALL
4" PVC T-JUNCTION
MIDAIR OVER EX
BNSF DITCH
OUTFALL PIPE PROFILE
SCALE: 1'=10'H, 1'=10'V
EX PILE/TIMBER
WALL
ALTERNATIVE TERMINATION DETAIL -
MIDAIR T-JUNCTION
NOT TO SCALE
NOTE:
GEOTECHNICAL INSPECTION OF
EXCAVATIONS AND SUBGRADE
CONDITIONS AT CONCRETE PIPE
ANCHOR.
GEOTECHNICAL INSPECTION OF
PIPE SURFACE ANCHORS TO
VERIFY THE PIPE IS
ADEQUATELY RESTRAINED.
BNSF TO PERFORM INSPECTION
OF OUTFALL LINE.
FOR FZE�']EFZEI�CE OlV]LX �'0]� �l�s�' ]P]PROVAL
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5/23/2024
°
CITY OF EDMONDS
DEVELOPMENT
dr`dW1'b,r-- — ' 'CFf6'CWdd by
DP JDD
scale date
AS SHOWN 05/23/2
job no.
2022117
sheet \./ `t. � of