APPROVED ENG PLN STM BLD2021-0622 RESUB 3-Civil_Plan+12.8.2021U
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1601 5th Avenue, Suite 1600
Seattle, WA 98101
STINE RESIDENCE 206.622.5822
www.kpff.com
EDMONDS, WASH I NGTON
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PROJECT SITE
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21702 98TH AVENUE WEST
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EDMONDS, WA 98020
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PHONE: (206) 419 3629
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GEOTECHNICAL ENGINEER:
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3131 ELLIOTT AVENUE, SUITE 600
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CONTACT: DAVID WINTER FIR ST
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CIVIL ENGINEER:
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1601 FIFTH AVENUE, SUITE 1600
SEATTLE, WA 98101
PHONE: (206) 926 0549
CONTACT: JENIFER CLAPHAM, PE
SURVEYOR:
GREENE LAND SURVEYING
7408 164TH STREET SW
LYNNWOOD, WA 98087
PHONE: (206) 498 0979
CONTACT: ROBERT GUY—GREENE
Pre -Construction Meeting is required for Engineering.
Schedule meeting 48 hours in advance. Please schedule on
MBP and email engineeringpermits@edmondswa.gov to
inform of inspection date requested.
KEY MAP
NTS
SHEET INDEX
SHEET NO.
SHEET TITLE
CO.0
COVER SHEET
CO.1
NOTES
C1.0
TESC & DEMO PLAN
C1.1
TESC DETAILS
C1.2
TESC DETAILS
C2.0
DRAINAGE & GRADING PLAN
C2.1
DRAINAGE & GRADING DETAILS
C3.0
HORIZONTAL CONTROL & PAVING PLAN
C3.1
DRIVEWAY DETAIL
C3.2
MAINTENANCE DRIVE AND DRIVEWAY PROFILE
C3.3
SITE SECTIONS
C4.0
UTILITY SERVICES PLAN
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY:
2/11 /2022
CITY ENGINEERING DIVISION
APPROVED BY PLANNING
Feb 08 2022
COMPLIES WITH APPLICABLE
CITY STORMWATER CODE
11' el
A2/3/2022
• Call 811
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before you dig
RESUB
Dec 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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A 79 4 1-12-07
�SSIONAL EgG
DATE: December 7, 2021
JOB NO: 2100167
DESIGNED BY: SB
DRAWN BY: JEP/KA
CHECKED BY: JC
APPROVED BY: JC
COVER SHEET
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CITY OF EDMONDS 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 ASBUILT 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. FOUNDATION
DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE
TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS.
17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION
PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE
ENGINEER.
18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER
EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS
NOTED OTHERWISE.
19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT
TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER MANAGEMENT
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.KOBLYKOEDMONDSWA.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.
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.
REVISED 05.15.2017
CITY OF EDMONDS CONSTRUCTION SEQUENCE NOTES
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT
425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
3. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING
DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS ENGINEERING
INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES
MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE
CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES
SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
6. DEMOLISH EXISTING STRUCTURES
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE DISTURBED
AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER
ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION
CONTROL NOTES BELOW
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE
IMPROVEMENTS.
10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF
ENTIRE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION
CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND
APPROVAL BY CITY INSPECTOR.
12. INSTALL INFILTRATION TRENCH. EXCAVATION OF INFILTRATION AREAS SHALL NOT BE
ALLOWED DURING WET OR SATURATED CONDITIONS. THE BMP SHALL NOT BE MADE
OPERATIONAL UNTIL ALL EROSION -CAUSING PROJECT IMPROVEMENTS ARE
COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED.
REVISED 2018
1. PLANS ARE CONSISTENT WITH
ECOLOGY STORMWATER
MANAGEMENT
MANUAL FOR
WESTERN WASHINGTON (2014
EDITION) AND THE CITY
OF EDMONDS
STORMWATER
ADDENDUM.
2. CONTRACTOR SHALL OBTAIN ROW PERMIT FOR WORK
TO BE PERFORMED IN THE CITY
OF EDMONDS RIGHT-OF-WAY
PRIOR TO PERFORMING
ANY WORK IN
THE ROW.
3. IF THE SIDE SEWER IS REQUIRING ANY MODIFICATIONS
DURING THE
COURSE OF
CONSTRUCTION, CONTRACTOR
SHALL OBTAIN A SIDE SEWER PERMIT
FROM THE CITY
OF EDMONDS PRIOR TO ANY
WORK ON THE SEWER.
CONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED
AROUND ACTIVE PSE GAS AND ENERGIZED SNOHOMISH COUNTY PUD FACILITIES
THAT ARE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH
PSE AND PUD TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND
SHALL IMPLEMENT SAFETY PROCEDURES PER PSE AND PUD REQUIREMENTS.
CONTRACTOR SHALL COORDINATE WITH PSE AND PUD TO ENSURE THAT FACILITIES
ARE IN PLACE TO MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 2/11 /2022
BY:
CITY ENGINEERING DIVISION
• Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
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�SSIONAL EgG
DATE: December 7, 2021
JOB NO: 2100167
DESIGNED BY: SB
DRAWN BY: JEP/KA
CHECKED BY: JC
APPROVED BY: JC
NOTES
RESUB
Dec 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT cool
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NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT AND SEDIMENT
LADEN RUNOFF FROM LEAVING THE SITE. CONTRACTOR SHALL ADJUST AND
ADD BMPS AS NECESSARY TO ADDRESS FIELD CONDITIONS AND PROGRESSION
OF WORK. EROSION AND SEDIMENT CONTROL MEASURES SHALL MEET CITY OF
EDMONDS REQUIREMENTS. TESC MEASURES SHALL BE INSTALLED AND
MAINTAINED IN ACCORDANCE WITH:
THE APPROVED PLANS, OR AS ADJUSTED AND COORDINATED WITH THE
CITY INSPECTOR.
CITY OF EDMOND'S STANDARD DETAILS.
ALL OTHER MEASURES THAT MAY BE REQUIRED BY THE OWNER
AND/OR THE CITY INSPECTOR.
2. REFER TO CO.1 FOR GENERAL NOTES AND CONSTRUCTION SEQUENCING.
3. PRIOR TO WORK COMMENCING, COORDINATE WITH OWNER FOR EXTENTS OF
DEMOLITION AND CONFIRM EXISTING TREES TO REMAIN AND BE PROTECTED.
4. THE CONTRACTOR SHALL IMPLEMENT PLASTIC COVERING AND EROSION
CONTROL FABRIC AS NEEDED TO STABILIZE SOILS ON SITE. SOILS SHALL NOT
REMAIN EXPOSED AND UNWORKED FOR MORE THAN 7 DAYS DURING THE DRY
SEASON AND 2 DAYS DURING THE WET SEASON. CONTRACTOR SHALL
DESIGNATE STOCK PILE AREAS THAT CAN BE MAINTAINED AND PROTECTED TO
PREVENT SEDIMENT LADEN RUNOFF AND DEBRIS FROM EXISTING THE
PROPERTY. LOCATION NEEDS TO BE UPDATED AND ADJUSTED AS
CONSTRUCTION PROGRESSES AND AREAS AVAILABLE FOR STOCKPILE CHANGES.
5. CONTRACTOR SHALL PROVIDE COVER, CONTAINMENT, AND PROTECTION FROM
POLLUTANTS AS REQUIRED.
6. CONTRACTOR SHALL INSPECT, MAINTAIN, AND REPAIR ALL BMPS AS NEEDED.
7. CONTRACTOR SHALL ADHERE TO ALL SEASONAL WORK LIMITATIONS PER THE
STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND CITY OF
EDMONDS STORMWATER ADDENDUM.
8. CONTRACTOR SHALL PROVIDE PROTECTION FOR CATCH BASINS DOWNSTREAM
OF SITE AS NEEDED TO PREVENT SEDIMENT FROM ENTERING SYSTEM.
TEMPORARY SEDIMENT TRAPS FOR CATCH BASINS SHALL BE CONSTRUCTED
PER CITY OF EDMONDS DETAIL ER-902 (REFER TO SHEET C1.2).
9. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR FULL EXTENTS
OF DEMOLITION. DEMOLITION OF EXISTING STRUCTURES, VEGETATION, SURFACE
IMPROVEMENTS AND BELOW —GRADE IMPROVEMENTS/STUCTURES SHALL BE
COORDINATED WITH OWNER FOR PRECISE EXTENTS. DEMOLISHED ITEMS SHALL
BE LEGALLY DISPOSED OF OFF —SITE. DEMOLITION ACTIVITIES BEYOND LIMITS
CONFIRMED WITH OWNER SHALL BE REPAIRED/REPLACED IN KIND.
10. ALL DISTURBED AREAS, EXCEPT THOSE AREAS EXCEEDING 33%, SHALL BE
COMPOST AMENDED PER 2014 SWMMWW BMP 5.13. AREAS EXCEEDING 33%
SLOPE SHALL BE STABILIZED PER THE DIRECTION OF THE GEOTECH/EN GI NEER
OF RECORD.
11. FOR INFILTRATION TRENCH LOCATIONS, CONTRACTOR SHALL OBTAIN
GEOTECHNICAL APPROVAL PRIOR TO PLACING ROCK FOR INFILTRATION
TRENCHES.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
2/11 /2022
DATE:
BY:
CITY ENGINEERING DIVISION
RESUB
Dec 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
• Call 811
two business days
before you dig
0 10' 20' 40'
1 inch = 20 feet
2 liidhwll Md i
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1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
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A 79 . 1-12-07
�SSIONAL EgG
DATE: December 7, 2021
JOB NO: 2100167
DESIGNED BY: SB
DRAWN BY: JEP/KA
CHECKED BY: JC
APPROVED BY: JC
TESC & DEMO PLAN
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GRESS/EGRESS
DETAIL NOTES:
10 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
NOTES:
1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC
RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL
BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE.
4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
PROJECT
SIZE
MIN LENGTH OF (FEET)
QUARRY SPALLS*
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
100
`St. 1B' -
*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
CITY OF EDMONDS STABILIZED CONSTRUCTION
ENTRANCE
PUBLIC WORKS
DEPARTMENT
APPROVED BY: R. ENGLISH
STABILIZED CONSTRUCTION ENTRANCE
NTS
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-901
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
W
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS -\
WIRE MESH FENCE
o TO SUPPORT FILTER
I FABRIC
N
BURY BOTTOM OF FILTER
N MATERIAL 8" TO 12"
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
`Sf. 18g�
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
FILTER FABRIC FENCE
FILTRATION SYSTEMS
APPROVED BY: R. ENGLISH
FILTER FABRIC FENCE
NTS
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-900
CONTOUR LINE
(TYP)
�0 ANGLE TERMINAL
END UPHILL 24" TO 48"
JP TO PREVENT FLOW
AROUND WATTLE (TYP)
A 7 a .\�Q a
\ WATTLE
q'
TRENCH, SEE NOTE 2
a � s
STAGGER \�G / 2" MIN ,///
OVERLAPS �QPp�' S" MAX-
4
-�
-0..
(TYP) SrO
2"x2"x24" UN -TREATED iv
WOODEN STAKE (TYP)
PLAN VIEW
AREA AVAILABLE FOR
SEDIMENT TRAPPING
(TYP)
TABLE (TYP)
WATTLE (TYP)
SEE DETAIL
SECTION A —A W
WATTLE INSTALLATION ON SLOPES
2"x2"x24" UN -TREATED
WOODEN STAKE (TYP)
\ 3" MIN
i 4" MAX
8" DIAMETER
MIN
WATTLE DETAIL
8" DIAMETER
SPACING
WATTLE
TABLE
SLOPE
MAXIMUM SPACING
1 H:1 V
10'-0"
2H:1 V
20'-0"
3H:1 V
30'-0"
4H:1V
40'-0"
>4H:1V
ONE RUN ONLY
NOTES:
1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION.
2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS.
INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10).
3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT
UNDERCUTTING.
4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE
SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND
SURFACE.
REVISION DATE
CITY OF EDMONDS JANUARY 2018
WATTLE INSTALLATION
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R— 9 0 3
WATTLE INSTALLATION
NTS
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
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A 79 4 1-12-07
�SSIONAL EgG
DATE: December 7, 2021
JOB NO: 2100167
DESIGNED BY: SIB
DRAWN BY: JEP/KA
CHECKED BY: JC
APPROVED BY: JC
TESC DETAILS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 2/11 /2022 RES U B
Dec 09 2021
CITY EDMONDS
DEVELOPMENT
SERVICES
BY: — Call 811 DEPARTMENT .
•
CITY ENGINEERING DIVISION a two business days
before you dig
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Seattle, WA 98101
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www.kpff.com
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1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE—THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
REVISION DATE
CITY OF EDMONDS TEMPORARY JANUARY 2018
SEDIMENT TRAP
PUBLIC WORKSI
FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
ROVED BY: R. ENGLISH I E R— 9 0 2
TEMPORARY SEDIMENT TRAP
FOR CATCH BASINS
A 79 4 1-12-07
�SSIONAL EgG
NTS
DATE: December 7, 2021
JOB NO: 2100167
DESIGNED BY: SIB
DRAWN BY: JEP/KA
CHECKED BY: JC
APPROVED BY: JC
TESC DETAILS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 2/11/2022 RES U B
Dec 09 2021
/ CITY OF EDMONDS
Q/ililT DEVELOPMENT SERVICES
NT
BY: Call 811 DEPARTME
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CITY ENGINEERING DIVISION a two business days
before you dig
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TYPE OF
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SQUARE FOOTAGE
AREA
FACILITY
LAWN AND
18,146
INFILTRATING
LANDSCAPE
TRENCHES (ITS)
ROOF
2415
ITS
HARD SURFACES
4564
ITS
VOLUME=530 Cu FT
d- 3 5 W THE CITY REQUIRES THE MINIMUM OF 1' OF
TOP OF WALL=338.0 z 33>
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FILL MATERIAL TO ACHIEVE _ '' �9 1 W CITY OF EDMONDS TO DISCUSS DEVIATIONS
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,--'"5�.-9
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 2/11 /2022
BY:
CITY ENGINEERING DIVISION
- - PROPERTY LINE/ROW
CENTERLINE
290 FINISHED GRADE CONTOUR
292
- 296 EXISTING GRADE CONTOUR
INFILTRATING TRENCH (IT)
sn STORM PIPE (SD)
- - - - - - - - WALL DRAIN (WD)
TRENCH DRAIN (TD)
• CLEANOUT (CO)
❑• CATCH BASIN/AREA DRAIN (CB/AD)
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►1/1Tr[`-
OVERFLOW PATH
CONCRETE
PERMEABLE PAVEMENT
ASPHALT
LANDSCAPE
1. TRENCH DRAIN SHALL BE ACO KLASSIKDRAIN K100 OR
APPROVED EQUIVALENT. PRODUCT SHALL HAVE A 4"
INTERNAL WIDTH AND BUILT IN SLOPE OF 0.5% MINIMUM.
COORDINATE WITH ARCHITECT FOR GRATE SELECTION. INCLUDE
INLINE CATCH BASIN AND EXIT FROM LOWEST INVERT ON
NORTH FACE OR EAST FACE, AS SHOWN ON PLANS.
2. MAINTAIN CONSISTENT SLOPE BETWEEN INVERT ELEVATIONS
PROVIDED.
3. BURY CLEANOUTS 6" DEEP WHEN LOCATED IN LANDSCAPE.
CLEANOUT IN HARDSCAPE SHALL BE JR SMITH 4220, OR
APPROVED EQUIVALENT.
-FOOT
4. MAINTAIN 2 MINIMUM COVER AND 1.0% MINIMUM SLOPE FOR
4" DOWNSPOUT CONNECTIONS, UNLESS NOTED OTHERWISE.
MAINTAIN 1' MINIMUM COVER OVER 6" SD PIPES IN
LANDSCAPE AND 2' UNDER DRIVEABLE SURFACES, UNLESS
OTHERWISE NOTES.
5. CONTRACTOR SHALL COORDINATE FILL PLACEMENT AND
COMPACTION WITH PROJECT GEOTECHNICAL ENGINEER.
6. IF STRUCTURE RIM TO INVERT ELEVATION EXCEEDS 5-FEET, A
TYPE II MANHOLE WILL BE REQUIRED.
7. ALL STORM DRAINS SHALL BE ADS N12 WT IB PIPE OR
APPROVED EQUIVALENT.
RESUB
Dec 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
= Call 811
• = two business days
before you dig
0 5' 10' 20'
1 inch = 10 feet
2 liidhwll Md i
!Mcd
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
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A 79 4 1-12-07
�SSIONAL EgG
DATE: December 7, 2021
JOB NO: 2100167
DESIGNED BY: SB
DRAWN BY: JEP/KA
CHECKED BY: JC
APPROVED BY: JC
DRAINAGE & GRADING
PLAN
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OVERFLOW
ELEV 363
REFER TO —
STRUCTURAL
FOR CISTERN
DETAILS
PIPE
SUPPORTS
(TYP)
6"
OUTLET PIPE
IE 359.5
SEPARATION
FABRIC
6"-8"
LANDSCAPE SOILS
FINISH GRADE
PER PLAN
WASHED DRAIN ROCK, TYPE 4
(1-1 /2„).
I AAInC`nAnr C`nI1 C`
VALLS (TYPE 17)
-R'S REQUIREMENTS
'EOTECH
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1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
4" MIN
18" MIN J 'J' D
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IE PER PLAN \ -\ > �. a a �. ao /o /°
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z D°
o 0o .moo 0V 4" IT PIPE SHALL BE PERFORATED LI.I a
PIPE (ABS OR PVC PER WSDOT VA%VA% \%\%VA%\% D°CO) >
11 L ........ I V, IV STD SPEC 9-05.(2)) @ 0% SLOPE `\'`\ ° 4" WALL DRAIN PIPE SHALL BE W Q
3.0' ° D ° D PERFORATED PIPE (ABS OR PVC � = Q
N
PER WSDOT STD SPEC 9-05.(2)) W IME Z
GROUNDWATER TABLE @ 0.5% MIN SLOPE Z O
AGGREGATEFM
U O in
W
INFILTRATION TRENCH IT WALL DRAIN PIPE 2
1"=1' 1"=1' N
6" (MIN)
REFER TO ARCHITECTURAL
PLANS FOR HATCH ACCESS
AND LOCATION
2,-6„
.......... .
BOTTOM OF CISTERN - ELEV 359.0
CAP ON
BOTTOM PIPE u 1'
ELEV 358.5
6
NOTES:
1. CISTERN AND OUTLET STRUCTURE ARE NOT INTENDED TO BE A
MITIGATING BMP FOR STORMWATER CODE COMPLIANCE. REFER TO
ARCHITECTURAL PLANS (A2.11) FOR PLAN VIEW, ACCESS, AND HATCH.
2'x2' 2. CONTRACTOR SHALL COORDINATE WITH OWNER TO ADDRESS SHEAR GATE
OPERABILITY FOR MAINTENANCE.
OUTLET STRUCTURE
1"=1'
6" BELOW
(TYP)
45' BEND
nnr7nn A nr
F IF L /11VU JILL
PER PLAN
STORM DRAINAGE CLEANOUT
6"x6"x4" TEE
W. 4" ELBOW
PIPE SUPPORTS
(TYP)
6" TEE
6" STORM Df
IE PER PLAN
6"
TYPE 1 CATCH BASIN
1" = 1'
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 2/11 /2022
BY:
RIM PER PLAN
• Call 811
two business days
before you dig
W
DMONDS
1 CATCH
A 79 4 1-12-07
�SSIONAL EgG
DATE: December 7, 2021
JOB NO: 2100167
DESIGNED BY: SB
DRAWN BY: JEP/KA
CHECKED BY: JC
APPROVED BY: JC
DRAINAGE & GRADING
DETAILS
RESUB
Dec 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT C201
CITY ENGINEERING DIVISION
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ASPHALT
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cry
- — — — — — — — — - PANEL JOINTS
cry
0
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'ROPOSED
WAY GEOMETRY,
Z TO C3.1
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=FER TO C3.2 FOR
NTERLINE PROFILE
EXISTING MAILBOXES TO
REMAIN, PROTECT IN PLACE
PILIVIILJVIYIItlV JRIVEWAY
TINE OR RAKE FINISH
GRAVEL PROTECTION,
REFER TO NOTE 6
NOTES:
1. PERMEABLE PAVEMENT SHALL BE TURF STONE, OR
APPROVED EQUIVALENT. INSTALL PAVEMENT ASSEMBLY PER
MANUFACTURER'S REQUIREMENTS.
2. CONCRETE PAVING SHALL BE 4" CONCRETE OVER 4"
CRUSHED SURFACING BASE COURSE. INSTALL CONCRETE
PER CITY OF EDMONDS REQUIREMENTS AND STANDARDS.
3. CONCRETE PANEL JOINTS SHALL BE SAWCUT AND MEET
GEOMETRY FOR CONTRACTION JOINTS PER WSDOT STD PLAN
4-30.10-04 (NO RADIUS).
4. CONCRETE DRIVEWAY FINISH SHALL BE BROOM FINISH IN
NORTH -SOUTH DIRECTION.
5. CONTRACTOR SHALL ENGAGE GEOTECHNICAL ENGINEER TO
EXAMINE SUBGRADE PRIOR TO CONSTRUCTION FOR
DETERMINATION OF CSBC DEPTH.
6. GRAVEL PROTECTION SHALL BE j" CLEAN CRUSHED GRAVEL.
10" OR 12" CSBC, REFER
TO NOTE 5
PERMEABLE -
PAVEMENT
SURFACING
1.0'
LANDSCAPE SOILS 1 0' I o o
om a� ..
0 0 C)IM a
•
#4 REBAR (TYP.)
1.5'
12" DRAIN MAT STRIP WITH
4" PIPED OUTLET THROUGH
CURB AT MIDPOINT
COMPACTED SUBGRADE
FLUSH CONCRETE CURB
GRAVEL PROTECTION AND FLUSH CURB DETAIL
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 2/11 /2022
BY:
CITY ENGINEERING DIVISION
1 "=1'
RESUB
Dec 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
• Call 811
two business days
before you dig
0 5' 10' 20'
1 inch = 10 feet
2 liidhwll Md i
!Mcd
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
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A 79 4 1-12-07
�SSIONAL EgG
DATE: December 7, 2021
JOB NO: 2100167
DESIGNED BY: SB
DRAWN BY: JEP/KA
CHECKED BY: JC
APPROVED BY: JC
HORIZONTAL CONTROL &
PAVING PLAN
0
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6 1/2"
2' MINIMUM SAWCUT
R =1/2" 5 1/2" SEE NOTE 10
1"
HMA DEPTH SHALL BE
4" FOR RESIDENTIAL ROADS
e R=1" AND 6" FOR ARTERIALS AND
a COLLECTORS
d 0.05 FT/FT SEE NOTE 12
N � d
d e
Q
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a
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2" OF 5/8" 18" STANDARD 6" CSTC OR CSBC PER WSDOT
MINUS CSTC SEE NOTE 11 STD SPEC 9-03.9(3)
SEE NOTE 13
STANDARD TYPE "A" CURB/GUTTER
(NOT TO SCALE)
NOTES:
1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED.
3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE.
4. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED EVERY 10 FEET.
5. FULL DEPTH EXPANSION JOINTS SHALL HAVE 1/2" WIDE PREMOLDED JOINT FILLER.
6. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX.
7. FINISH SHALL BE LIGHT BROOM.
8. CURB AND GUTTER 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 JOINT TO EXPANSION JOINT, UNLESS
OTHERWISE DIRECTED BY CITY ENGINEER.
10. A 2—FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED WHEN EXISTING PAVEMENT WOULD ABUT NEW CURB/GUTTER.
11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. REFER TO CITY STANDARD CONCRETE CURB AND
GUTTER DETAIL TR-520.
12. FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER
WSDOT STANDARD SPECIFICATION 5-04.3(4) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD
5-04.3(4)A.
13. CSTC SHALL BE INSTALLED UNDER HMA WHEN HMA SAWCUT IS REQUIRED. CSBC SHALL BE INSTALLED UNDER HMA
WHEN FULL ROAD RECONSTRUCTION IS REQUIRED.
14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY.
< S f . 10-
REVISION DATE
CVERTICAL APRIL 202,
CITY OF EDMONDS
CONCRETE CURB
PUBLIC WORKS AND GUTTER STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH T R— 5 2 0
VERTICAL CONCRETE CURB & GUTTER
NTS
TRANSITION 5
DRIVEWAY WIDTH O STANDARD 1/2"
PANEL
FULL DEPTH CONCRETE
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Q (TYP) O SEE COE STD
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DRIVEWAY APPROACH
GRADES
DRIVEWAY APPROACH
WIDTH VARIES O 5' MIN 8'-12'
2' MIN 7
SAWCUT
% VARIES2% MAX SLOPE
ROUNDING
a \
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
DRIVEWAY APPROACH
JANUARY 2018
--1. CITY OF EDMONDS
TYPE III
PUBLIC WORKS
STANDARD
DEPARTMENT
DETAIL
s} g 9
T R— 5 43
777
APPROVED BY: R. ENGLISH
DRIVEWAY APPROACH TYPE
NTS
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— — PROPERTY LINE
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 2/11 /2022
M.
J
CITY ENGINEERING DIVISION
CONCRETE
ASPHALT
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CITY OF EDMONDS
DEVELOPMENT SERVICES
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• Call 811
two business days
before you dig
0 2.5' 5' 10'
1 inch = 5 feet
DATE: December 7, 2021
JOB NO: 2100167
DESIGNED BY: SB
DRAWN BY: JEP/KA
CHECKED BY: JC
APPROVED BY: JC
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DATE: 2/11 /2022
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CITY ENGINEERING DIVISION
RES U B
Dec 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
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DATE: December 7, 2021
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PLANTER! MAINTENANCE
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APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 2/11 /2022
BY:
CITY ENGINEERING DIVISION
370
365
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RESUB
Dec 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
0 2.5' 5' 10'
•
Call 811
e two business days
1 inch = 5 ft. HORZ
before you dig
0 2.5' 5' 10'
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Seattle, WA 98101
206.622.5822
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ss SEWER
T I TELECOMM LINE
0 TELECOMM HH (HANDHOLE)
SFFU SLEEVE FOR FUTURE USE
YH/HB YARD HYDRANT/HOSE BIB
NOTES:
1. YH/HB EXTENSION SHALL BE INSTALLED PER CITY OF EDMONDS'
REQUIREMENTS. MAINTAIN 3' MINIMUM OF COVER. WATER PIPING
AND FITTINGS SHALL BE POLYETHYLENE TUBING AND SHALL BE
SDR9 AND CONFORM TO WSDOT STD SPEC. 9-30.6(3)B AND
9-30.6(4). BACKFLOW ASSEMBLY PER COE STANDAR DETAIL
WA-140. COORDINATE YH/HB PRODUCT SELECTION WITH OWNER
PRIOR TO BEGINNING WORK.
2. AT CROSSINGS, ROUTE SFFU BELOW WATER PIPE AND MAINTAIN
18" OF VERTICAL SEPARATION FROM BOTTOM OF WATER PIPE TO
TOP OF SFFU.
3. MAINTAIN 2' MINIMUM COVER FOR SFFU. SLEEVE SHALL HAVE NO
BENDS AND SHALL MEET CITY OF EDMONDS
FINISHED GRADE REQUIREMENTS. SFFU WILL NOT BE USED AS THE CONVEYANCE
PER LANDSCAPE PLAN PIPE IF A SEWER SERVICE IS EXTENDED IN THE FUTURE, BUT WILL
BE USED AS A SLEEVE FOR A SEWER FORCE LINE (MIN. 2" IN
DIAMETER). SEPARATE PERMIT WILL BE REQUIRED FOR THIS FUTURE
FORCE LINE EXTENSION/CONNECTIONFORCE LINE PIPE SHALL N07
DETECTABLE BE INSTALLED AT THIS TIME.
MARKING TAPE 2.0' MIN 4. MINIMUM OF 3' SEPARATION IS REQUIRED BETWEEN DRY UTILITIES
(TYP) COVER AND SEWER, WATER AND STORM AND 5' IS REQUIRED FROM ANY
SAND BEDDING 3" CITY MAIN LINES.
(TYP)
NOTE:
INSTALLATION SHALL BE CONSISTENT
"' WITH PSE GAS AND ELECTRIC
3" CONDUIT FOR UNDERGROUND SERVICE INSTALLATION
FUTURE TELECOMM REQUIREMENTS (FORM 3061)
TELECOMM CONDUIT
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
2/11 /2022
DATE:
BY:
CITY ENGINEERING DIVISION
RESUB
Dec 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
= Call 811
• = two business days
before you dig
0 5' 10' 20'
1 inch = 10 feet
IiiWdhil Md i
I otw
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
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A 79 4 1-12-07
�SSIONAL EgG
DATE: December 7, 2021
JOB NO: 2100167
DESIGNED BY: SB
DRAWN BY: JEP/KA
CHECKED BY: JC
APPROVED BY: JC
UTILITY SERVICES PLAN