APPROVED ENG STM PLN RESUB3 BLD2021-0356+Civil_Plan+6.24.2022_1.58.28_PM+2953507THIS COPY FOR DEMO
PURPOSES ONLY
SE 1 /4, SEC. 31, T. 27 N., R. 4 E., W.M.
EDMONDS
TO WN HOMES
8029 238TH ST SW
PLN20180058
APPROVED BY PLANNING
DEFERRED SUBMITTAL:
PRIOR TO RETAINING WALL CONSTRUCTION AT NE
PROPERTY CORNER, SITE SPECIFIC CONSTRUCTION
DETAILS SHALL BE SUBMITTED TO THE CITY FOR
APPROVAL, INCLUDING:
1) TOP AND BOTTOM OF WALL ELEVATIONS
2) MAX WALL HEIGHT
3) TOP OF EXISTING SEWER ELEVATION
4) ELEVATION OF ADJACENT NORTH PARKING LOT
5) DISTANCE FROM PARKING LOT TO TOP OF WALL
6) USE OF GEOGRID AND STRUCTURAL CALCS AS
APPLICABLE
SPECIAL INSPECTIONS:
DETENTION PIPE ANCHORING
.1■1■1■1■1■1■1■1■1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.
REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT
yl■1■1■1■1■1■1■1■1■1.1.1.1.1.1.1.1.1.1.1.1.1.1.'Y
Know what's below.
Call before you dig.
DIAL TOLL FREE
Q AT LEAST TWO DAYS
BEFORE YOU DIG
(800) 424-5555
UTILITIES UNDERGROUND LOCATION CENTER
Approved by Fire
07/05/2022 AFM l</_-Fitterer
Structure will be sprinklered, a 13D system is acceptable in each
townhome.
Hydrant on 238th will require a 4" Storz type fitting
NOTE: A SEPARATE RIGHT—OF—WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK
WITHIN THE CITY RIGHT—OF—WAY.
PROJECT PERMITS:
BLD2021-0356 - FILL/GRADE
BLD2021-0094 - COMMERCIAL BLDG
BLD2021-1746 - DEMO
ENG2022-0260 - ROW
ENG2022-0261 - SEWER
ENG2022-0236, 0237, 0238, 0239 - WATER METERS
SEPARATE PERMIT REQUIRED:
REMOVAL OF FUEL FILL PIPE
AND TANK
UNDERGROUND UTILITY NOTE
REFER ALSO TO:
DRAINAGE REPORT -
PREPARED BY ANSTEY
ENGINEERING DATED MAY 2022
UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THERE IS NO
GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THAT THE LOCATION, SIZE OR MATERIAL ARE
ACCURATE. THE CONTRACTOR SHALL EXPOSE ALL UTILITIES WHERE CROSSINGS,
INTERFERENCES OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATING FOR ANY
PIPE OR STRUCTURE TO DETERMINE ACTUAL LOCATION, SIZE AND MATERIAL. THE
CONTRACTOR SHALL PROVIDE APPROPRIATE PROTECTION OF ALL UTILITIES. THE CONTRACTOR
SHALL NOTIFY ONE —CALL AT 8-1 —1 (WASHINGTON 81 1 .COM) FOR FIELD LOCATION OF
EXISTING FACILITIES BEFORE CONSTRUCTION.
UTILITY PROVIDERS
ELECTRICITY
SNOHOMISH COUNTY P.U.D.
21018 HWY 99
EDMONDS, WA 98026
PHONE: (877) 783-1000
CONTACT: VAL BUZUNOV
WATER & SEWER
CITY OF EDMONDS
7110 — 210th STREET SW
EDMONDS, WA 98026
PHONE: (425) 771-0235
NOTE: TRASH TO BE LOCATED INSIDE GARAGE
GAS
PUGET SOUND ENERGY
10606 NE 4th STREET
BELLEVUE, WA 98009
PHONE: (888) 225-5773
CATV
CO M CAST
PHONE: (800) 934-6489
TELEPHONE
CENTURYLINK
PHONE: (800) 573-1311
VICINITY MAP
I" = 2000'
LEGAL DESCRIPTION
THE SOUTH 100 FEET OF LOT 20, BLOCK 1, FRUITLAND ACRES TO LAKE BALLINGER,
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 47,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL NO. 00451900102000
BASIS OF BEARINGS
THE MONUMENTED CENTERLINE OF 238TH ST S.W. AS THE BEARING OF N 89`07'04" W.
VERTICAL DATUM
NAVD 88
FOUND 2-1/2" PIPE FILLED W/ CONCRETE W/ BRASS PIN IN CASE AT THE INTERSECTION
OF 238TH ST SW AND 86TH AVE W
ELEVATION=431.92
EARTHWORK QUANTITIES
CUT (CY)
FILL (CY)
ROUGH GRADING
868.85
235.21
AGGREGATE IMPORT
148.29
DETENTION TANK
50.26
TOTALS
868.85
433.76
NET (EXPORT)
435.1
SHEET INDEX
SHEET
TITLE
9
VICINITY MAP, SHEET INDEX, PROJECT OWNER do CONSULTANTS,
UTILITY CONTACTS, LEGAL DESCRIPTION, BENCH MARK & BASIS
OF BEARINGS, EARTHWORKS
2
NOTES, ABBREVIATIONS & LEGEND
3
TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN
4
DEMOLITION PLAN
5
SITE DEVELOPMENT PLAN
6
GRADING & DRAINAGE PLAN
7
SEWER do WATER PLAN
8
STREET PLAN AND STORM DRAIN LINE A PLAN & PROFILE
9
STORM DRAIN LINES B & C PLAN do PROFILE
10
DETAILS
11
DETENTION TANK VENDOR DETAILS
12
AGENCY DETAILS
93
AGENCY DETAILS
14
AGENCY DETAILS
15
1 TRAFFIC CONTROL PLAN
COMPLIES WITH APPLICABLE
CITY STORMWATER CODE
07/08/2022
RESUB
Jun 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2021-0356
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
_11�8/11 /2022
BY:
CITY ENGINEERING DIVISION
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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)
- 2021 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL
FOR THE PUGET SOUND BASIN (CURRENT EDITION)
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 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.
17. 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.
SE 1 /4, SEC. 31, T. 27 N., R. 4 E., W.M.
UNDERGROUND UTILITY NOTE
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 DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM.
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@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
POLYETHYLENE PLASTIC FOAM 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.
UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THERE IS NO
GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THAT THE LOCATION, SIZE OR MATERIAL ARE
ACCURATE. THE CONTRACTOR SHALL EXPOSE ALL UTILITIES WHERE CROSSINGS,
INTERFERENCES OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATING FOR ANY
PIPE OR STRUCTURE TO DETERMINE ACTUAL LOCATION, SIZE AND MATERIAL. THE
CONTRACTOR SHALL PROVIDE APPROPRIATE PROTECTION OF ALL UTILITIES. THE CONTRACTOR
SHALL NOTIFY ONE -CALL AT 8-1-1 (WASHINGTON 81 1 .COM) FOR FIELD LOCATION OF
EXISTING FACILITIES BEFORE CONSTRUCTION.
ABBREVIA TIONS
AC
ASPHALT
IE
INVERT ELEVATION
BC
BEGIN CURVE
LIP
GUTTER LIP
BCR
BEGIN CURB RETURN
LP
LOW POINT
BEG
BEGIN, BEGINNING
MAX
MAXIMUM
BF
BOTTOM OF FOOTING
MIN
MINIMUM
BS
BOTTOM OF STAIRS
MH
MANHOLE
BVC
BEGIN VERTICAL CURVE
PCC
POINT OF COMPOUND
BW
BACK OF WALK
CURVATURE
CB
CATCH BASIN
PRC
POINT OF REVERSE
CF
CURB FACE
CURVATURE
CL,
CENTER LINE
PL, It
PROPERTY LINE
CLF
CHAIN LINK FENCE
RCP
REINFORCED CONCRETE PIPE
CO
CLEAN OUT
RW
RECLAIMED WATER
CONC
CONCRETE
S, SS
SANITARY SEWER
DVWY
DRIVEWAY
SD
STORM DRAIN
E
ELECTRIC UTILITY
STD
STANDARD
EC
END CURVE
T
TELEPHONE UTILITY
ECR
END CURB RETURN
TC
TOP OF CURB
EL, ELEV
ELEVATION
TF
TOP OF FOOTING
EVC
END VERTICAL CURVE
TG
TOP OF GRATE
EX, EXIST
EXISTING
TOE
TOE OF SLOPE
FF
FINISHED FLOOR
TOP
TOP OF SLOPE
FIG
FINISHED GRADE
TS
TOP OF STAIRS, TRAFFIC
SIGNAL
FH
FIRE HYDRANT
TV
COMMUNITY ANTENNA
FL
FLOW LINE
TELEVISION
FS
FINISHED SURFACE
TW
TOP OF WALL
G
GAS UTILITY
TYP
TYPICAL
GB
GRADE BREAK
UON
UNLESS OTHERWISE NOTED
GFF
GARAGE FINISHED FLOOR
W
WATER UTILITY
HGL
HYDRAULIC GRADE LINE
WM
WATER METER
HP
HIGH POINT
CONSTRUCTION SEQUENCE
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT (425)
771-0220, EXT. 1326. TWO DAYS (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 CITY 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. MAINTAIN EXIT ROUTE THROUGH PARKING AREA ON WESTERLY SIDE OF SITE TO THE
EXTENT FEASIBLE. EXIT SHALL BE OPEN AT NIGHT AND ON WEEKENDS AND HOLIDAYS.
7. DEMOLISH EXISTING STRUCTURES.
8. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
9. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO
ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER
EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW)
10. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS.
11. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE
SITE.
12. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION
CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL
BY CITY INSPECTOR.
LEGEND
LOT LI N E
SUBDIVISION BOUNDARY
CENTER LINE
RIGHT OF WAY
EASEMENT
WALL
RETAINING WALL
FENCE, CHAIN LINK
FENCE, WOOD
FENCE; WI, TUBULAR
FLOW LINE, SWALE w/ FLOW DIR
CONTOUR
ELECTRIC LINES
PSE GAS LINES
TELEPHONE & CATV LINES
SEWER MAIN w/ MH
SEWER LATERAL
WATER MAIN
FIRE SUPRESSION MAIN
FLOW DIRECTION
WATER METER AND SERVICE
FIRE HYDRANT, SUPPLY & VALVE
WATER JOINTS
AIR -VAC & BLOW OFF
CATCH BASIN
STREET LIGHT
POWER & OTHER POLES w/ GUY
SLOPE
EXISTING PROPOSED
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Know what's below.
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UTILITIES UNDERGROUND LOCATION CENTER
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BLD2021-0356
RESUB
Jun 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
BY: v/ T�ee-�8/11/2022
CITY ENGINEERING DIVISION
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APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL
OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION.
NOTE: ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY
STANDARD DETAIL SD-642.
NOTE: FILTER SOCKS WILL BE ADDED TO ANY CATCH BASINS DOWNSTREAM
FROM THE CONSTRUCTION SITE.
NOTE: ORANGE PROTECTIVE BARRIER FENCING SHALL BE PLACED AT THE
DRIP LINE OF TREES TO REMAIN AND AROUND AREAS PROPOSED
FOR LOW IMPACT DEVELOPMENT TECHNIQUES, SUCH AS RAIN
GARDENS, INFILTRATION SYSTEMS ETC., TO PROTECT THE AREA
FROM COMPACTION.
NOTE: ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014
SWMMWW BMP T.5.13.
NOTE: 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.
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OWNER/CONTRACTOR IS RESPONSIBLE FOR
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AS RAIN GARDENS, INFILTRATION SYSTEMS ETC., TO PROTECT
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NOTE: EXISTING FRONTAGE IMPROVEMENTS SHALL BE MAINTAINED AS
LONG AS POSSIBLE.
NOTE: EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT
CURB/GUTTER SHALL BE REMOVED ALONG PROPERTY FRONTAGE
AS DETERMINED BY THE CITY ENGINEERING INSPECTOR.
NOTE: INSTALL A HOSE SPIGOT WITH AVB ON EXISTING METER FOR
WATER USE DURING CONSTRUCTION.
NOTE 5: MAP EXISTING SIDE SEWER AT THE NORTHEAST CORNER OF THE
SITE TO SHOW CUT SIDE SEWER TO EXISTING HOUSE AND
EXISTING SIDE SEWER TO THE PANCAKE HOUSE. CO-ORDINATE
NEW SIDE SEWER CARD(S) WITH THE CITY.
NOTE 6: SEPARATE PERMITS TO BE OBTAINED BY RESPECTIVE
UTILITY COMPANIES FOR UTILITY POLE
REMOVAL/RELOCATION
GRAPHIC SCALE
•
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•
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Call before you dig.
DIAL TOLL FREE
AT LEAST TWO DAYS
BEFORE YOU DIG
(800) 424-5555
UTILITIES
UNDERGROUND LOCATION CENTER
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CITY OF EDMONDS
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ENGINEERING DIVISION 0
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NOTE: ROLLAWAY BINS WILL BE KEPT BY EACH UNIT. THERE IS NO
COMMON DUMPSTER.
Know what's below.
Call before you dig.
DIAL TOLL FREE
AT LEAST TWO DAYS
BEFORE YOU DIG
(800) 424-5555
UTILITIES UNDERGROUND LOCATION CENTER
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3. EARTH COVER=1 ' MAX.
4. CONCRETE STRENGTH=4,000 psi
5. REINFORCING STEEL=ASTM A615, GRADE 60.
6. PROVIDE ADDITIONAL REINFORCING AROUND OPENINGS EQUAL TO THE BARS INTERRUPTED,
HALF EACH SIDE. ADDITIONAL BARS TO BE IN THE SAME PLANE.
7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A MINIMUM OF 12" BEYOND
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8. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR.
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AT LEAST TWO DAYS
CITY OF EDMONDS
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417,06
20'-0" _
36"0 RISER D1
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CONNECTION
SEE DETAIL SHEET C2
THE UNDERSIGNED HEREBY APPROVES THE ATTACHED
(4) PAGES INCLUDING THE FOLLOWING:
• PIPE STORAGE = 1,524 CF
• WALL TYPE = SOLID
• DIAMETER = 60"
• PIPE MATERIAL = DUROMAXX
• JOINT TYPE = 15PS BELL & SPIGOT
CUSTOMER DATE
ASSEMBLY
SCALE: 1" = 5'
PIPE STORAGE: 1,524 CIF
LOADING: H20/11125
PIPE INV. = 417.06'±
NOTES
SE 1 /4• SEC. 31 • T. 27 N. • R. 4 E. • W.M.
STUB INFORMATION
PIECE
STUBINVERT
SYSTEM
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6"0 STUB A2
417.22
417.06
8"0 STUB C2
417.22
417.06
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• ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE.
• ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS,
SHALL BE VERIFIED BY THE ENGINEER OF RECORD PRIOR TO RELEASING
FOR FABRICATION.
• ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM D3350.
• ALL RISERS AND STUBS ARE HIGH DENSITY POLYETHYLENE UNLESS
OTHERWISE NOTED.
• RISERS TO BE FIELD TRIMMED TO GRADE.
• ANTI -FLOTATION PROVISIONS DUE TO HIGH GROUNDWATER OR OTHER
FLOTATION CONCERNS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS
AND SHALL BE SPECIFIED BY ENGINEER ON RECORD.
• ALL FITTINGS TO BE TESTED FOR WATERTIGHT WELDS.
y ne pm,en owner. e,gineer anC mniracmr by
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DESIGNED.
DRAWN
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Com°c^eawls I., t,1 adY It M,1-1pons,b 111 for
ENGINEERED SOLUTIONS LLC
A REINFORCED STORM DRAIN PIPE
EDMONDS TOWN HOMES
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www.ContechES.com
CONTECH
EDMONDS WA
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REVISION DESCRIPTION
BY
TRAFFIC RATED FRAME & GRATE OR METAL PLATE & FRAME
SHALL BE SEPARATE FROM RISER TO PREVENT
ANY LIVE LOADS BEING DIRECTED ONTO RISER
REINFORCED CONCRETE COLLAR BY
OTHERS TO PREVENT LIVE LOADS
FROM BEING IMPOSED ON RISER
TYPICAL BACKFILL HDPE RISER PIPE \
AS SHOWN ON
BACKFILL DETAIL
DUROMAXX PIPE
FINISHED GRADE
NOTES:
1) RECOMMENDED 30" DIAMETER MIN. RISER.
GASKET MATERIAL SUFFICIENT TO
PREVENT SLAB FROM BEARING ON
RISER TO BE PROVIDED BY CONTRACTOR
RISER BACKFILL
ENVELOPE SHALL BE
CLASS 1 MATERIAL PER
ASTM D2321
UNDISTURBED EARTH
TYPICAL MAINLINE PIPE
BACKFILL PER PROJECT
SPECIFICATIONS UP TO
PIPE EMBEDMENT ZONE.
TYPICAL PIPE BEDDING
STANDARD RISER INSTALLATION DETAIL
SCALE: N.T.S
MAX RISER 0 THAT DOES NOT REQUIRE CONCRETE REINFORCEMENT
FOR COVER HEIGHTS OF <10'
MAINLINE DIAMETER
RISER (MAX 0)
42"
42"
48" TO 120"
36"
FOR MORE DETAILED INFORMATION CONSULT FITTING STUB REINFORCEMENT TABLE ON DETAIL #3UU
IF REINFORCEMENT IS REQUIRED, USE RISER DETAIL #400.
ACCESS CAP FINISHED GRADE
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DATE.
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DESIGNED
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FINAL BACKFILL
INITIAL BACKFILL
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DIAMETER
EMBANKMENT CONDITION
IN
MAX
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DIAMETER
C❑VER)K
C❑VER)K)K
30'-42'
50'-0'
37'-6'
48'-96'
30'-0'
22' 66'
'FOR INITIAL BACKFILL USE ASTM D2321,
FOUNDATION <°�'[�m �^ CLASS I. II MATERIAL.
2
\ "REDUCED MAX. COVER WHEN USING ASTM
w� D2321 CLASS It MATERIAL IN
TRENCH/HAUNCH ZONE OR FOR FIRST
INITIAL FILL ENVELOPE 1 to BACKFILL.
OMINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER PIPE. MIN. WIDTH = (1,25 x
DIAMETER) + 12" (FOLLOW ASTM D2321)
1a MINIMUM EMBANKMENT WIDTH IS 3 PIPE DIAMETERS BUT NO LESS THAN 2' OUTSIDE OF SPRINGLINE.
OFOUNDATION SHALL BE WELL CONSOLIDATED & STABLE.
OBEDDING MATERIAL SHALL BE A RELATIVELY LOOSE MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE, 4" TO 6" IN
DEPTH.
ODUROMAXX STEEL REINFORCED (SRPE) PIPE.
OHAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION.
5a INITIAL BACKFILL FOR PIPE EMBEDMENT MATERIAL TO MEET ASTM D2321 CLASS I, II, III OR APPROVED EQUAL, COMPACTED TO 90%
STANDARD PROCTOR (NATIVE MATERIAL CAN BE UTILIZED THAT MEETS ASTM D2321 OR APPROVED EQUAL).
• ALL LIFTS PLACED IN CONTROLLED MANNER. TO PREVENT UNEVEN LOADING, IT IS RECOMMENDED THAT LIFTS NOT EXCEED 8"
UNCOMPACTED LIFT HEIGHTS.
OINITIAL BACKFILL ABOVE PIPE MAY INCLUDE ROAD BASE MATERIAL AND RIGID PAVEMENT (IF APPLICABLE), MINIMUM COVER STILL
APPLIES, OTHERWISE:
6" MINIMUM FOR PIPE DIAMETERS 30" - 60"
12" MINIMUM FOR PIPE DIAMETERS 66" - 96"
6a HEIGHT OF COMPACTED COVER PER DIAMETER FOR CONVENTIONAL HIGHWAY LOADS (DISTANCE MEASURED FROM TOP OF PIPE TO
BOTTOM OF FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT):
12" MINIMUM FOR PIPE DIAMETERS 30" - 60"
18" MINIMUM FOR PIPE DIAMETER 66" - 72"
24" MINIMUM FOR PIPE DIAMETERS 84" - 96"
OFINAL BACKFILL MATERIAL SELECTION AND COMPACTION REQUIREMENTS PER THE PROJECT PLANS, SPECIFICATIONS. ENGINEER OF
RECORD.
NOTES:
• GEOTEXTILE SHALL BE USED AS REQUIRED TO PREVENT SOIL MIGRATION.
• FOR MULTIPLE BARREL INSTALLATION THE RECOMMENDED STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE = PIPE DIA./2
OR T FOR PIPE DIAMETERS 72" AND LARGER. CONTACT YOUR CONTECH REPRESENTATIVE FOR NONSTANDARD SPACING.
• BACKFILL REQUIREMENTS SHALL FOLLOW ASTM D2321. IN THE EVENT OF DISCREPANCIES, ASTM D2321 SHALL SUPERCEDE THIS DETAIL.
TYPICAL BACKFILL DETAIL
SCALE: N.T.S
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NOMINAL PIPE
DIA. (in)
BELL O.D.
(In)
BELL
LENGTH
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34.0
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36
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TYPICAL PIPE CONNECTION DETAILS
SCALE: N.T.S.
600" DUROMAXX DETENTION SYSTEM - 696082-010
EDMONDS TOWN HOMES
EDMONDS, WA
SITE DESIGNATION: DMAXX
NOTES:
1. ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BY THE ENGINEER PRIOR
TO RELEASING FOR FABRICATION.
2. THIS PROJECT IS FOR 060" [1524 mm] DUROMAXX.
3. CONSIDERATIONS FOR CONSTRUCTION EQUIPMENT LOADS MUST BE TAKEN INTO ACCOUNT. SEE DETAIL ON THIS PAGE
4. ALL PIPE DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES.
5. SYSTEM IS DESIGNED FOR H2O AND H25 LOADING.
SCOPE
THIS SPECIFICATION DESCRIBES DUROMAXX PIPE FOR USE IN MULTIPLE APPLICATIONS IN 30" [750 mm] THROUGH 120"
(3000 mm] NOMINAL DIAMETERS.
DESCRIPTION
DUROMAXX IS A REINFORCED POLYETHYLENE PIPE WITH A SMOOTH WATERWAY WALL AND EXTERIOR PROFILE THAT IS
REINFORCED WITH HIGH STRENGTH GALVANIZED STEEL RIBS. THE CONTINUOUS REINFORCING RIBS ARE COMPLETELY
ENCASED WITHIN THE POLYETHYLENE PROFILE. DUROMAXX IS MANUFACTURED USING A HELICAL WINDING PROCESS
THAT RESULTS IN A CONTINUOUSLY FUSION WELDED CIRCUMFERENTIAL LAP SEAM. THE PIPE PROFILE IS
MANUFACTURED USING A HIGH QUALITY PRESSURE -RATED THERMOPLASTIC MEETING THE REQUIREMENTS OF ASTM
F2562 "STANDARD SPECIFICATION FOR STEEL REINFORCED THERMOPLASTIC RIBBED PIPE AND FITTINGS FOR
NON -PRESSURE DRAINAGE AND SEWERAGE". FOR THE PURPOSE OF HYDRAULIC DESIGN, THE RECOMMENDED MANNING'S
"N" VALUE SHALL BE 0.012 FOR PIPE DIAMETERS INCLUDED WITHIN THIS SPECIFICATION. PIPE LENGTH & ALL DIMENSIONS
SHOWN ARE SUBJECT TO MANUFACTURERS TOLERANCES OF ±1 % ACCORDING TO ASTM F2562.
MATERIAL PROPERTIES
VIRGIN HIGH DENSITY POLYETHYLENE PRESSURE -RATED RESINS ARE USED TO MANUFACTURE DUROMAXX PIPE. RESINS
SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF CELL CLASSIFICATION 345464 C AS DEFINED AND DESCRIBED IN
THE LATEST VERSION OF ASTM D3350 "STANDARD SPECIFICATION FOR POLYETHYLENE PLASTICS PIPE AND FITTINGS
MATERIALS".
FITTINGS
ALL FITTINGS SHALL BE FABRICATED FROM DUROMAXX PIPE. ANY FITTINGS 030" [762 mm) AND BELOW WILL BE HDPE PIPE
ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE UNITED STATES.
INSTALLATION
INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321 "PRACTICE FOR UNDERGROUND INSTALLATION OF
THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY -FLOW APPLICATIONS" ALONG WITH PRODUCT -SPECIFIC
RECOMMENDATIONS CONTAINED IN CONTECH INSTALLATION GUIDELINES FOR DUROMAXX PIPE.
INSTALLATION SPECIFICATION
PRE -CONSTRUCTION MEETING
PRIOR TO INSTALLATION OF THE DRAINAGE SYSTEM A PRE -CONSTRUCTION MEETING SHALL BE CONDUCTED. THOSE
REQUIRED TO ATTEND ARE THE SUPPLIER OF THE DRAINAGE SYSTEM, THE GENERAL CONTRACTOR, SUB CONTRACTORS
AND THE ENGINEER.
INSTALLATION OF PIPE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR PROJECT ENGINEER TO ENSURE THAT ALL QUESTIONS ABOUT
INSTALLATION ARE ADDRESSED PRIOR TO APPROVAL OF SYSTEM. ALL DETAILS FOR INSTALLATION ARE LOCATED IN THIS
DRAWING PACKAGE ANY QUESTIONS CONCERNING THESE STANDARD DETAILS CAN BE ADDRESSED BY YOUR CONTECH
REPRESENTATIVE PRIOR TO APPROVAL.
BACKFILL SHALL BE PLACED TO THE PROPER ELEVATION OVER THE SYSTEM AS OUTLINED IN THE PLANS. MINIMUM
COVER FOR CONSTRUCTION LOADING NEEDS TO BE DETERMINED BASED ON THE TYPE OF EQUIPMENT THAT IS PLANNED
FOR CONSTRUCTION. PROPER COVER FOR CONSTRUCTION EQUIPMENT IS DETAILED IN THE CONSTRUCTION LOADING
DIAGRAM.
PROJECI No SEU. Na L-. _
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USE STAPLES OR WIRE RINGS TO ATTACH SPACING TABLE to
FABRIC TO WIRE 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE ?
AND/OR INTO THE PUBLIC RIGHT-OF-WAY. �e, \�j� SLOPE MAXIMUM SPACING I j
2" x 2" WOOD/STEEL POSTS •'d\�\\\�,?T `' \ WATTLE (TYP) ck�
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FABRIC 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED \\/�\//�\/�\ ..'• 3H:1V 30'-0"
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2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING SECTION A -A \\/
OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH WATTLE INSTALLATION ON SLOPES >4H:1V ONE RUN ONLY
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.
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BURY BOTTOM OF FILTER 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL NOTES: Q
`4 MATERIAL 8" TO 12" BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING NOTES:
DEVICE.
6' MAX `CATCH BASIN 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION.
4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. Z
PROJECT MIN LENGTH OF (FEET) PROVIDE ATB OR ASPHALT
CONSTRUCTION PERIOD. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10).
*
NOTES: SIZE QUARRY SPALLS* TRANSITION WHERE FRONTAGE 2. ANY SEDIMENT IN CATCH BASIN INSERT 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT
ROAD IS AN ARTERIAL. SHALL BE REMOVED WHEN INSERT IS
< 1/4 ACRE 30 UNDERCUTTING.
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER LENGTH TO BE DETERMINED ONE-THIRD FULL.
EROSION CONTROL THROUGHOUT PROJECT.
CITY INSPECTION REQUIRED ON < 1 ACRE 50 BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON 3. CITY INSPECTION REQUIRED ON ALL 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE
ALL EROSION CONTROL METHODS < 3 ACRE 100 ALL EROSION CONTROL METHODS EROSION CONTROL METHODS BEFORE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND O
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION BEFORE OTHER WORK CAN BEGIN > 3 ACRE 100 BEFORE OTHER WORK CAN BEGIN OTHER WORK CAN BEGIN. SURFACE. O Q
ACTIVITY.
REVISION DATE REVISION DATE REVISION DATE Lo
REVISION DATE � STABILIZED CONSTRUCTION JANUARY 2018 � TEMPORARY JANUARY 2018 � JANUARY 2018 4
FILTER FABRIC FENCE JANUARY 2018
CITY OF EDMONDS FILTRATION SYSTEMS CITY OF EDMONDS ENTRANCE CITY OF EDMONDS SEDIMENT TRAP CITY OF EDMONDS WATTLE INSTALLATION W 0
PUBLIC WORKS STANDARD PUBLIC WORKS FOR CATCH BASINS STANDARD T PUBLIC WORKS STANDARD
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o x / / / / :. :...: 48", 54", 60", 72" OR 96" h W W
M a / / / / / / i vd / ORIENT SO THAT THEY 5 ^ 2
O / / / / / / / d �� ARE NOT ABOVE PIPE 0 * CORRUGATED POLYETHYLENE W
0� /// //// // EXISTING a a d a •, a ^ 2 S� STORM SEWER PIPE
BEDDING MATERIAL (5/8" MINUS) d d SAND COLLAR OR 5 I (n
6" MIN // // // // // // // / CRUSHED PER COE MOD 9-03.16.A.2 MATERIAL \\ \\ a d a a ••\\ \\ \� II POLYPROPYLENE KOR-N-SEAL AROUND \' Z
OR SUITABLE EXCAVATED MATERIAL AS �/, �/, �/ a JA*
/, �// �SAFETY STEP PIPE 2 4", 6 OR 12" APPROVED 2 CITY ENGINEER IMPORT OR NATIVE MATERIAL 12" O.C. (TYP) I 0 00 Q
Z // / / // / (SEE NOTE 2 BELOW) CRUSHED SURFACE BASE BACKFILL SHALL BE COMPACTED w I I (SEE NOTE 6) I � p
O / / / / COURSE PER WSDOT STD TO 95% MAXIMUM DENSITY = I I NOTES: N
w // // / // // SPEC 9-03.9(3) (SEE NOTE 2) a (n
o / / / / (SEE NOTE 3) RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE C)I C)
IL / / / / TRENCH WIDTH 2.-0" WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). Z Z
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MIN 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE 7)
PRECAST BASE AND � N �
MAX INTEGRAL RISER �r1 4� FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER 0' p O p
6" MIN // / // // // / FOUNDATION (IF REQUIRED) 1w_4" O
SEE NOTE 4 ! \ MFOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY D_ W 00 W
•� • . TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT
BE PLACED IN KNOCKOUTS.
8" MIN 8" MIN -r NOTES: 26
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF 01
1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR ALL JOINTS, RINGS, RISERS AND FRAMES. �3� c\1 3
SEE NOTE 1 BACKFILLING REQUIREMENTS.
NOTES: 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX v�0 �� C-)�I
2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR 4
MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. "D" SHAPE. a 4 C N
1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). o
3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING a 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE % 4w� O2 oN
CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN PIPE INVERT IS 5-0 f ��d�s
NOTES: EXCEEDING 6". CLEARANCE.
6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL
1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. o
GREATER THAN 4" SHALL MATCH EXISTING. PRECAST CONCRETE SHALL BE CLASS 4000.
• 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER CD
• O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE
5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL
2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42' FOR 54" CB, 48" FOR 60" CB, 60' FOR 72" CB, 84' FOR 96" BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY L`
THAN 2' SHALL MATCH EXISTING. E /
GRADATION AND ADDITIONAL INFORMATION. CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48', 54', AND 60' CB; 12" FOR 72' AND 96' CB. COVER POSITION. � 0 0
6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT 5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD (MEASUREMENT AT THE TOP OF THE BASE) cD o a_
3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. EXCEEDING 2"' SPECIFICATIONS. PRECAST BASE SECTION 8. VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" I� 0 0
FROM VERTICAL EDGE OF CATCH BASIN WALL. 1 r) c
4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423. O
BY CITY ENGINEER. 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL. 0)
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_,�� REVISION DATE REVISION DATE , REVISION DATE REVISION DATE C Q N CD C'4 o
JANUARY 2018 TYPICAL HMA AND FEBRUARY 2020 CATCH BASIN, TYPE 11 OCTOBER 2018 JANUARY 2018 - � o N
CITY OF EDMONDS TYPICAL TRENCH SECTION CITY OF EDMONDS UTILITY PATCH CITY OF EDMONDS 48", 54", 60", CITY OF EDMONDS CATCH BASIN TYPE I Z- ..C4 w-a
PUBLIC WORKS STANDARD m PUBLIC WORKS STANDARD PUBLIC WORKS 72" & 96" STANDARD ' PUBLIC WORKS STANDARD L< E
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DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL 0 oz Q
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APPROVED BY: R. ENGLISH G U - 400 Fs t . 109 3 APPROVED BY: R. ENGLISH G U - 41 0 F t ,' APPROVED BY: R. ENGLISH S D - 3 0 0 s } . 100 APPROVED BY: R. EucLicu S D - 3 0 3 Q
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APPROVED FOR CONSTRUCTION
Jun 24 2022
CITY OF EDMONDS
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ENGINEERING DIVISION
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DEVELOPMENT SERVICES
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OPENING 3/4"
17-3/4"x23-3/4"
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PLAN
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CURB
PAVEMENT,
DEPTH VARIES
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;:;,'. CONCRETE
RISERS
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SECTION B-B
VERTICAL CURB OR CURB AND GUTTER
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NOTES:
1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD
(ALLEN HEAD) BOLTS, 2" LONG.
2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER.
3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME.
4. MATCH CENTERLINE OF CATCH BASIN TO CURB LINE FOR TYPE 1 AND 1-L.
5. VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRINGBONE GRATES SHALL BE INSTALLED IN
ALL SAGS AND SUMPS.
6. CURB/CURB AND GUTTER AS REQUIRED BY THE CITY ENGINEER.
REVISION DATE
CITY OF EDMONDS STANDARD JANUARY 2018
FRAME INSTALLATION
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH SD -3 2 0
2'
12" SEE NOTE 1
2-7/8"_
2-7/8"-I
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R=12" a
°
4"-5/8"
MINUS CSTC
24" ONLY
ROLLED CURB/GUTTER (SEE NOTE 10�
(NOT TO SCALE)
2'
SEE NOTE 12 6-1/2"
1/2" R
SEE NOT[
PAVEME
HMA 4" OR MATCH
EXISTING, WHICHEVER
IS GREATER
SEE NOTE 13
6"-5/8" 2"-5/8" MINUS CSTC
MINUS CSBC
8-1/4"
CONCRETE VERTICAL CURB (SEE NOTE 11)
NOTES: (NOT TO SCALE)
1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED.
3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE.
4. EXPANSION JOINTS SHALL BE EVERY 10 FEET.
5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER.
6. CONCRETE SHALL BE CLASS 3000.
7. FINISH SHALL BE LIGHT BROOM.
8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS.
9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE
DIRECTED BY CITY ENGINEER.
10. FOR CUL-DE-SAC AREAS AND TO REPAIR LIKE CURBING ONLY, AND/OR AS APPROVED BY CITY ENGINEER.
11. FOR REPLACEMENT OF EXISTING VERTICAL CURBING ONLY AND/OR AS APPROVED BY CITY ENGINEER.
12. A 2 FOOT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER.
13. ALL VERTICAL EDGES SHALL BE TACKED.
14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAX. DENSITY.
REVISION DATE
CITY OF EDMONDS ROLLED AND VERTICAL OCTOBER 2018
CURBS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH T R - 5 21
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CLEANOUT a
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CLEANOUT (MAX)
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RISER
LEVELING COLLAR
45'
SEE NOTE 4
/"45*12"
PVC SLEEVE
6" RISER4"
OR 6SIDE SEWER
6" WYE AND 6" CITY STUB
GENERAL CLEANOUT DETAIL
45' BEND
4" OR 6"
12" LOCKING COVER
SIDE SEWER CLEANOUT DETAIL
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SEE NOTE 3
AT PROPERTY LINE/CITY EASEMENT
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NOTES:
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LL ASPHALT SURFACE
1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE
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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 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 24"x24"x6"
UNDER ASPHALT OR CONCRETE
DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP
CONCRETE COLLAR
REVISION DATE
JANUARY 2018
�- CITY OF EDMONDS
SEWER CLEANOUT DETAILS
PUBLIC WORKS
STANDARD
DEPARTMENT
DETAIL
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APPROVED BY: R. ENGLISH
S S- Z O O
10'
EXPANSION DUMMY
JOINT JOINT
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PLAN VIEW
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5' MIN
FULL DEPTH 1/2" EXPANSION
CURB/GUTTER JOINT MATERIAL
SEE COESTD
DTL TR-R-520 2% MAX
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ON NATIVE BEARING SOIL
SECTION VIEW SEE NOTE 9
NOTES: (NOT TO SCALE)
1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
2. CONCRETE SHALL BE CLASS 3000.
3. FINISH SHALL BE LIGHT BROOM.
4. SIDEWALK THICKNESS SHALL BE 4".
5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK.
6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK.
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER.
8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION.
9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY.
10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE RADIUS
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CITY OF EDMONDS CONCRETE SIDEWALK
PUBLIC WORKS
DEPARTMENT
APPROVED BY: R. ENGLISH
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REVISION DATE
JUNE 2019
STANDARD
DETAIL
TR-531
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NOTES:
(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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aPER COE STD DTL SS-200
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
fPOSSIBLE
SEWER MAIN
LOCATION
22.5' OR 45' BEND
6" TEST TEE
6" TEE
POSSIBLE I
SEWER MAIN
LOCATION
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 NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE
WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE.
3. 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.
4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED.
5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED.
6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG.
_ REVISION DATE
CITY OF EDMONDS MAY 2018
P NEW LATERAL SEWER
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
st lguC APPROVED BY: R. ENGLISH SS-202
TRANSITION
PANEL DRIVEWAY WIDTH OS STANDARD 1/2"
FULL DEPTH CONCRETE
11 EXPANSION JOINTf SIDEWALK
Q (TYP) O SEE COE STD
DTL TR-531
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CONCRETE CURB DRIVEWAY APPROACH
AND GUTTER, SEE 3 SIDE SLOPE (TYP)
`cICOE STD DTL FLOWLINE OS SLOPE AS NEEDED
TR-520 TO MATCH PLANTER
DRIVEWAY APPROACH GRADES
DRIVEWAY APPROACH
WIDTH VARIES O 5' MIN 8'-12'
2' MIN 7
SAWCUT
Og 8 r, % VARIES2% MAX SLOPE
ROUNDING
6" CONCRETE
DRIVEWAY APPROACH
2" 5/8" MINUS CSTC
COMPACTED SUBGRADE 10
SECTION A -A
NOTES:
O1 CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR
TO POUR.
2 CONCRETE SHALL BE CLASS 3000.
3 FINISH SHALL BE LIGHT BROOM.
O4 FULL DEPTH 1/2" THRU EXPANSION JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT. MAXIMUM EXPANSION JOINT
SPACING IS 10' CENTER TO CENTER. WHERE DRIVEWAY WIDTH IS LESS THAN 20', EXPANSION SHALL BE PLACED AT
CENTER OF DRIVEWAY.
O5 DRIVEWAY WIDTHS TO BE CONSISTENT WITH CITY STD DTL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE ADJACENT
RAMPS.
O6 A MINIMUM 4' RAMP TO BE INSTALLED UNLESS APPROVED OTHERWISE BY CITY ENGINEER.
O7 FULL DEPTH 1/2" EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH.
O8 MAINTAIN 1/2- LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH.
O9 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520.
10 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY.
11 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK.
REVISION DATE
CITY OF EDMONDS DRIVEWAY APPROACH JANUARY 2018
TYPE III
- PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH TR-543
�I5-1/2
R=1/2" R=1"
1" BATTER
�R=1"
iv 0.0` 5 FT/FT
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2' MIN SAWCUT
SEE NOTE 10
18" STANDARD 6"-5/8"
MINUS CSTC SEE NOTE 11 MINUS CSTC
STANDARD TYPE "A"STANDARD TYPE "A" CURB/GUTTER
(NOT TO SCALE)
HMA 4" OR MATCH
EXISTING, WHICHEVER IS
GREATER
SEE NOTE 12
NOTES:
1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED.
3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE.
4. EXPANSION JOINTS SHALL BE EVERY 10 FEET.
5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER.
6. CONCRETE SHALL BE CLASS 3000.
7. FINISH SHALL BE LIGHT BROOM.
8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS.
9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE
DIRECTED BY CITY ENGINEER.
10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER.
11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER.
12. ALL VERTICAL EDGES SHALL BE TACKED.
1BL3-
1/2" EXI
JOINT MA
4" MIN-6" MAX
3' x 3' x 3.5"
THICK CONCRETE
PAD AROUND
HYDRANT
1 CY 1-1/2" WASF
ROCK. 1' MIN ABC
DRAIN HOLES AND
AROUND HYDRANT 1
BOTTOM OF DITCH I
COVER TOP AND SII
WITH MIRAFI 160N I
APPROVED EQUAL.
REVISION DATE
CITY OF EDMONDS CONCRETE CURB JANUARY 2018
AND GUTTER
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH T R - 520
fMOUNT HYDRANT PLUMB
PROVIDE 3' MINIMUM
CLEARANCE AROUND HYDRANT
I
4" STORZ ADAPTER
DOUBLE SIDED BLUE ROAD
'10 MIL PLASTIC
UNDISTURBED EARTH �` �����/ BETWEEN BLOCK
& TEE
12"x12"x4" CONC. BLK. 12"x12"x4 2" MIN
CONIC BLK CLEARANCE
HYDRANT CONNECTION PIPE TO q BETWEEN
BE DUCTILE IRON CLASS 52. v •: ' BLOCKING
ANY INTERMEDIATE JOINTS TO BE AND
RESTRAINED .y t: :a BOLTS
THRUST
• ..." BLOCK
NOTES:
1. HYDRANTS AND ALL MATERIALS TO BE IN ACCORDANCE WITH CITY OF EDMONDS APPROVED MATERIAL MODIFICATIONS
LISTINGS.
2. CONSTRUCT 3' X 3' X 3.5" THICK CONCRETE PAD AROUND HYDRANT PIPE. HYDRANTS SET IN CONCRETE REQUIRES AN
EXPANSION STRIP AROUND HYDRANT BARREL. IN ADDITION, THE INSTALLATION OF THE HYDRANT ON PRIVATE PROPERTY
SHALL EQUAL OR EXCEED STANDARDS SET FORTH FOR THE INSTALLATION OF PUBLIC FIRE HYDRANTS IN THE CITY OF
EDMONDS.
3. ALL HYDRANTS SHALL HAVE A 6" MECHANICAL JOINT (MJ) BASE. TRAFFIC MODEL PROVIDED WITH (2) 2-1/2" HOSE
NOZZLES AND (1) 4-1/2" NATIONAL STANDARD THREAD (NST) PUMPER NOZZLE WITH 4" STORZ QUICK COUPLING
ADAPTER.
4. PUMPER PORT SHALL FACE THE STREET OR ROADWAY FOR FIRE ENGINE ACCESS.
5. THREE FOOT MINIMUM LEVEL CLEARANCE SHALL BE MAINTAINED AROUND HYDRANT WHEN PLACING LANDSCAPING.
6. FIRE HYDRANTS SHALL BE PAINTED SAFETY YELLOW BRAND: KELLY MOORE (1700-63 SUNBURST YELLOW) OR APPROVED
EQUAL.
7. RAISED PAVEMENT MARKER TO BE PLACED 4" FROM PAVEMENT C/L OR PAINTED LINE ON HYDRANT SIDE OF ROAD.
8. FIRE HYDRANT LOCATION SHALL BE SHOWN ON THE PLANS AT A LOCATION APPROVED BY THE CITY ENGINEER.
REVISION DATE
CITY OF EDMONDS JANUARY 2018
FIRE HYDRANT ASSEMBLY
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH WA- 100
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DEVELOPMENT SERVICES
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GROUND/ROADWAY
22- MAX*
PROPERTY
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�— GROUND/ROADWAY
DRILL HOLE FOR
LOCATOR WIRE. II °' II
PROVIDE 12" MIN OF
WIRE IN VALVE BOX II II
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* SERVICE TAP TO MAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES
MATERIAL LIST:
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2" (IP TAP) DOUBLE STRAP SADDLE EQUAL TO
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WHEN REPLACING EXISTING SERVICES:
ROMAC STYLE 202'S
EQUAL TO FORD VBB87-12HB-1177
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2" BRASS IP BALL CORP
WHEN PLACING NEW SERVICES (HIGH BYPASS):
EQUAL TO FORD VBH87-12HB-1177
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2 - 2" BRASS STREET ELLS FOR SWING JOINT
O
METER BOX ARMORCAST A600164OPCX18, WITH
ARMORCAST LID A6001947TRC1-H7 OR APPROVED
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REHAU MUNICIPEX PIPE (2") WITH STAINLESS STEEL INSERT
EQUAL STRAIGHT WALL POLYMER BOX (NO
MOUSEHOLES) WITH 20K COVER WITH HINGED Cl
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2" MIPT X CTS GRIP FITTING
READER
FO
TRACER WIRE: #12 AWG, SOLID COPPER CLAD STEEL, HDPE
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2" BRASS PIPE (L.T.F)
COATED. CONNECTION AT THE METER SETTER SHALL BE
MADE WITH AN ALL STAINLESS STEEL HOSE CLAMP.
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SCHEDULE 40 2" PVC CAP OR PLUG REMOVED
CONNECTION AT MAIN LINE WIRE SHALL BE MADE WITH A
WHEN CONNECTION MADE TO CUSTOMER
SPLIT -BOLT CONNECTOR. STRIP COATING PRIOR TO
CONNECTION. WRAP WIRE AROUND PIPE.
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4"x4"x8" CONCRETE BLOCK SUPPORTS
GO
BACK SIDE OF METER BOX SHALL BE SET AT THE
0
2" RESILIENT WEDGE GATE VALVE (FIP x FIP) WITH
PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER.
2" AWWA OPERATING NUT
METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS
UNLESS LOCATION AND TRAFFIC RATED BOX IS APPROVED
OP
2 PIECE VALVE BOX - TOP SECTION TO BE RICH
BY CITY ENGINEER.
940 STYLE 18" WITH REGULAR BASE SECTION
LENGTH TO FIT
HO
2" BRASS ELL
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METER SPACER TO BE SUPPLIED AND INSTALLED BY
®
WATER SERVICE TO BUILDING INSTALLED AND
CONNECTED
TED AT METER SETTER BY
THE CONTRACTOR. SPACER MUST HAVE A MINIMUM OF
VIA COMPRESSION FITTING
8 - 1/4" HOLES DRILLED IN SPACER BODY.
NOTE: PROPERTY OWNER RESPONSIBLE FOR PURCHASING
O
2" MIPT X I.P. COMPRESSION FITTING
1-1/2" OR 2" METER THROUGH THE CITY DEVELOPMENT
SERVICES DEPARTMENT. THE CITY WILL SUPPLY METER
AFTER PURCHASE FOR CONTRACTOR INSTALL. IF 1-1/2"
METER IS USED CONTRACTOR WILL SUPPLY REDUCERS TO
CONNECT METER.
CITY OF EDMONDS
` 1ooh4 PUBLIC WORKS
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DEPARTMENT
REVISION DATE
2" WATER SERVICE JANUARY 2021
(FOR 1 —1 /2"
& 2" METERS) STANDARD
D ETAI L
APPROVED BY: IL ENGLISH WA— 1 3 1
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SEE CONTRACT PLANS \�
3/8" EXPANSION
JOINT (TYP) - SEE
STANDARD PLAN F-30.10
LANDING
,
CURB AND GUTTER
,
CURB RAMP J
4' - 0" MIN. -
SEE CONTRACT PLANS
FACE OF CURB
SE 1 /4, SEC. 31, T. 27 N., R. 4 E., W.M.
NOTES
4'-01' MIN.
- A _
EXPANSION SEE CONTRACT PLANS 1 At marked crosswalks, the connection between the landing and the
3/8" (IN)
PEDESTRIAN CURB - JOINT (TYP) - SEE PEDESTRIAN CURB - roadway must be contained within the width of the crosswalk markings.
SEE NOTE 9
B
STANDARD PLAN F-30.10 LANDING SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade
break between the two adjacent surface planes shall be flush.
SIDEWALK 3. Do not place Gratings. Junction Boxes, Access Covers. or other appurte-
* , C nances on any part of the Curb Ramp or Landing, or in the Depressed
SIDEWALK Curb and Gutter where the Landing connects to the roadway.
3" R. 4 See Contract Plans for the curb design specified. See Standard Plan
_'''• F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter. and
CURB AND GUTTER Pedestrian Curb details.
`CURB RAMP CURB RAMP
DETECTABLE WARNING SURFACE - 5.
See Standard Plan F-30.10 for Cement Concrete Sidewalk Details.
DETECTABLE WARNING SURFACE - 4' - 0" MIN. -
SEE STANDARD PLAN F-45.10
See Contract Plans for width and placement of sidewalk.
SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS
6.
The Bid Item "Cement Concrete Curb Ramp Type does not include
FACE OF CURB
DEPRESSED CURB AND GUTTER
DEPRESSED CURB AND GUTTER
i
_"
the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter,
CROSSWALK
CROSSWALK
Pedestrian Curb, or Sidewalks.
T
The Curb Ramp length is not required to exceed 15 feet (unless otherwise
shown in the Contract Plans). When applying the 15-foot max. length,
PLAN VIEW DETECTABLE WARNING SURFACE-
PLAN VIEW
the running slope of the curb ramp is allowed to exceed 8.3%. Use a single
TYPE PARALLEL A SEE STANDARD PLAN F-45.10
TYPE PARALLEL B
constant slo e from bottom of ram to to of ram to match into the sidewalk
P P P p
4-VMIN over a horizontal distance of 15 feet. Do not include abutting landing(s) in
SEE CONTRACT PLANS GRADE BREAK the15-foot max. measurement. When a ramp is constructed on a radius, the
15-foot max. length is measured on the inside radius along the back of the
1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 a SLOPE walkway.
FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE :r TT COUNTER TOP OF
CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. C * _ 5.0% MA)(' ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard
Specifications 8-14.
LU DEPRESSED CURB AND GUTTER - 9. Pedestrian Curb may be omitted if the ground surface at the back of the
CEMENT CONCRETE PEDESTRIAN LANDING SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb
CURB - SEE NOTE 9 > �^_ ` AND NOTE 6 Ramp or Landing and there will be no material to retain.
SECTION I, A ' 4' - 0" MIN 15' - 0" MAX. (IYP.) LEGEND
v SEE CONTRACT PLANS SEE NOTE 7
SLOPE IN EITHER DIRECTION
SIDEWALK
SIDEWALK
15' - 0" MAX. (TYP.) 4' - 0' MIN. 15' - 0" MAX. (TYP.) GRADE BREAK 1.5% OR FLATTER RECOMMENDED FOR
SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK CL .. DESIGN/FORMWORK (2% MAX.)
GRADE BREAK -\ !� * ,i�r *4 * FORMWORK 8 3R MAXOM SEERECDED NOT 7 DESIGN/
GRADE BREAK
11 �. a , ,
CURB RAMP LANDING
3/8" EXPANSION JOINT (TYP.) -
SEE STANDARD PLAN F-30.10
SECTION O
(ALONG INSIDE RADIUS AT BACK OF WALKWAY
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL All PAY LIMIT - SEE NOTE 6
SECTION CO
CURB RAMP
ISOMETRIC VIEW
TYPE PARALLEL A PAY LIMIT
PEDESTRIAN CURB - , LANDING
SEE NOTE 9
NOTES
1. For use with Circular Frames (rings) detailed in Standard Plan B-30.70
2. Slotted Manhole Covers are intended for use with Drywells only. See
Standard Plans B-20.20 and B-20.60
3. See Standard Specification Section 9-05.15 for additional requirements
ISOMETRIC VIEW
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ssyONAL
Feb 20 2018 12:56 PM
CIRCULAR GRATE
STANDARD PLAN B-30.80-01
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
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Feb 27 2018 It 01 AM .
STATE DESIGN ENGINEER
Washington State Department of Transportation
CURB RAMP
SECTION `J
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL B" PAY LIMIT - SEE NOTE 6 T
ISOMETRIC VIEW
TYPE PARALLEL B PAY LIMIT
3/8" (IN) EXPANSION JOINT (TYP.) -
SEE STANDARD PLAN F-30.10 N'ASZ�lf
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JSIONAL
Zeller, Scott
Jun 24 2016 7:19 AM
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PARALLEL CURB RAMP
STANDARD PLAN F-40.12-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Carpenter Jeff
�. Jun 29 20i6 2:27 PM
STATE DESIGN ENGINEER
Washington State Department of Transportation
FLOW CONTROL �
STRUCTURE �I 4.5"
—
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PVC PIPE*
NON -SHRINK GROUT
1'-0" MAX
`
CONTROL DEVICE
ASSEMBLY TO BE
COUPLING
PVC PIPE
;
REMOVABLE FROM
(OPTIONAL)
STUB*
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INSIDE THE FCS
SET SCREW TO
PREVENT ROTATION
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GASKET (TYP)
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PVC PIPE
PVC ADAPTER* W/
CROSS* o
DOUBLE GASKET
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AND ADHESIVE
BONDED SAND FINISH
ON EXTERIOR. MIN 7" LONG
DRILLED ORIFICE
IN PVC INSIDE
CAULK SPACE BETWEEN
CAP PLUG
PVC ADAPTER AND PIPE STUB CONNECTION &
CONTROL DEVICE
ORIFICE
DIAMETER*
DETAIL A
CONNECTION AND 0- LADDER OR HAND HOLDS
CONTROL DEVICE POLYPROPYLENE
(SEE DETAIL A)
OUTLET PIPE
ALLOWABLE OUTLET LOCATION -
(180' to 315' )
FINISHED GRADE
V-NOTCH WEIR AS NEEDED*
OVERFLOW ELEV*
SUPPORT (2 REQ'D)
fCATCH BASIN TYPE II
PER COE STD DTL
SD-300
ADDITIONAL ORIFICE
AS NEEDED*
l'-O" MIN
l'-6" MAX
EL*
r PVC PIPE*
TEE*
SPOOL*
ELBOW*
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DRILLED
ORIFICE
DIA*
PVC INSIDE
CAP PLUG*
CINCH ANCHOR
WIRE ROPE
CLIP
(SS)
DEFORMED
3/8" STEEL
ROD (SS OR
t'
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ALUMINUM)
LENGTH TO FIT
''
PVC PIPE &
CROSS
FLOW
CONTROL
CONTROL DEVICE �j I I STRUCTURE
SEE DETAIL A I DETENTION PIPE PIPE SUPPORT
' (LENGTH, DIAMETER, DETAIL B
DIAMETER* MATERIAL TYPE)*
FLOW CONTROL STRUCTURE
SHOWN W/ TYPE 2 CATCH BASIN
(DETAILS A & B SHALL APPLY TO ALL DESIGNS
NOTES: WHERE A SHEAR GATE WOULD OTHERWISE APPLY)
* SPECIFIC DESIGN INFORMATION AS INDICATED ON APPROVED CONSTRUCTION DRAWINGS.
INVERT OF DETENTION PIPE IN STRUCTURE SHALL BE EQUAL TO OR HIGHER THAN THE INVERT OF THE OUTLET PIPE.
PRIVATELY -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY.
18y
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
REVISION DATE
FLOW CONTROL JANUARY 2018
STRUCTURE
(FCS) STANDARD
DETAIL
APPROVED BY: R. ENGLISH S D - 3 01
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CITY OF EDMONDS ENGINEERING DIVISION o
DEVELOPMENT SERVICES APPROVED AS NOTED �
DEPARTMENT DATE: Q
BY: ` 110�1 8/11/2022
CITY ENGINEERING DIVISION
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CHANNELIZATION DEVICE
SPACING (FEET)
MPH I TAPER TANGENT
25 30 110 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.
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LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
PROTECTIVE VEHICLE
® ® ® ® CHANNELIZING DEVICE
WORK AREA
NOTE: TRAFFIC CONTROL BASED ALL TRAFFIC CONTROL SHALL
ON WSDOT TC-1. COMPLY WITH MUTCD STANDARDS
X=100'
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WORK
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RESUB
Jun 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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