APPROVED ENG RESUB 3-BLD2022-0989+Civil_Plan+8.15.2023_5.35.49_PM+37278733
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CONSTRUCTION SEQUENCE NOTES:
1. SCHEDULE PRE -CON THROUGH MYBUILDINGPERMIT.COM AND EMAIL
ENGINEERINGPERMITS@EDMONDSWA.GOV 2 DAYS IN ADVANCE OF DATE REQUESTED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
3. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING
DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS
ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL
MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR
SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES
SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
7. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE
DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY
AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION
CONTROL NOTES BELOW.
8. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE
IMPROVEMENTS.
9. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION
OF ENTIRE SITE, REFER TO CITY OF EDMONDS DETAIL SD-642.
10. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION
CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND
APPROVAL BY CITY INSPECTOR.
NIIf1T�C•
SW 1/4 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
SUGAR HOUSE
BUILDING SITE PLAN
08/15/2023
PREPARED BY:
15'
2.5' 10' DRIVE AISLE 2.5'
4 I 6
1-2% 1-2%
Il
-y �- An Engineering Services Company
.. z c•n a, 0.77.' z'
1.13'
I
1-1/2" WATER
2" HMA CLASS
1/2" PG 58H-22
6" 5/8" MINUS
CSTC 4" SS
36" SD PIPE
6" DRY JOINT UTILI
A DRIVEWAY SECTION
SCALE: 1 "=5'
1. ROOF RUN OFF SHALL CONNECT TO TIGHTLINES AND CONNECT DIRECTLY TO
THE DETENTION PIPE SYSTEM. FOOTING DRAINS SHALL BE SEPARATE FROM THE
GUTTER TIGHTLINES.
2. THE ROOF DRAIN TIGHTLINE AND FOOTING DRAINS SHALL NOT TIE TOGETHER AT
THE HOME. CONNECTION SHALL BE AT LEAST 10-FT AWAY FROM THE HOME. FOR
FOOTING DRAINS, PERF PIPE ONLY AROUND HOUSE AND THEN SOLID PIPE FOR
CONVEYANCE.
3. FINE GRADING AROUND THE PROPOSED STRUCTURES WILL BE PERFORMED TO
ENSURE SLOPES ARE AWAY FROM THE PROP. DWELLING.
4. CATCH BASIN INLET PROTECTION SHALL BE ADDED TO ANY CATCHBASIN
DIRECTLY DOWNSTREAM AND ADJACENT TO THIS SITE.
5. TEMPORARY STOCKPILE AREA SHALL BE COVERED WITHIN 24 HOURS.
6. ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T5.13.
7. 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.
8. PROPOSED STRUCTURE WILL BE REQUIRED TO PROVIDE NFPA 13D RESIDENTIAL
FIRE SPRINKLER SYSTEM REGARDLESS OF BUILDING SQUARE FOOTAGE.
9. INSTALL 14 GA. VINYL COATED TRACER WIRE (TAPED TO PLASTIC PIPE EVERY
10') TO BE GROUNDED AT METER AND PROPOSED HOME.
10. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER IS 10'.
11. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND STORM LINES IS 5'.
HOWEVER DEVIATION HAS BEEN APPROVED PER SECTION ABOVE.
12. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR NOT THE
CITY OF EDMONDS; HOWEVER DEVIATION HAS BEEN APPROVED PER SECTION.
MIN. 3' SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE,
CABLE, ECT) AND WET UTILITIES (STORM, SEWER, WATER). ALL UTILITIES INSTALLED
PER ECDG 18.05; HOWEVER DEVIATION HAS BEEN APPROVED PER SECTION ABOVE.
13. SIDE SEWER SHALL BE INSTALLED PER OLYMPIC VIEW STANDARDS, INCLUDING
SIDE SEWER PERMIT REQUIRED.
14. MIN. 2' COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVABLE
SURFACE AND 1' MIN. COVER UNDER LANDSCAPE AREAS.
15. THE 6" SSCO AT THE PROPERTY LINE SHALL HAVE A 12" CAST IRON
LAMPHOLE COVER WITH %" HEXBOLTS.
16. ANY EXISTING FRONTAGE IMPROVEMENTS STARTING TO FAIL, SHOW DAMAGE OR
ARE NON-ADA COMPLIANT SHALL BE REMOVED AND REPLACED AS DETERMINED BY
THE CITY ENGINEERING INSPECTOR.
17. WHERE DRIVEWAY ABUTS THE BACK OF SIDEWALK, PAVEMENT WIDTH SHALL
REMAIN A MINIMUM OF 12'-WIDE WITHIN THE RIGHT OF WAY. THE PROPOSED
DRIVEWAY WILL THEN TAPER TO 10' DRIVEWAY.
18. THE DRIVEWAY APPROACH SHALL NOT EXCEED 24' IN WIDTH FOR A 2-CAR
GARAGE AND A 30' WIDTH FOR A 3-CAR GARAGE.
SIGNAGE NOTE:
THE CITY'S PUBLIC WORKS OPERATIONS AND MAINTENANCE DEPARTMENT
TO FABRICATE FIRE/AID ADDRESS SIGN AND/OR STREET ADDRESS SIGN.
THE CONTRACTOR/OWNER SHALL CONTACT THE ENGINEERING DIVISION BY
EMAIL AT ENGINEERINGPERMITS@EDMONDSWA.GOV TWO WEEKS IN ADVANCE
OF THE REQUESTED SIGN FABRICATION. A SIGN FABRICATION FEE WILL BE
COLLECTED PRIOR TO PERMIT ISSUANCE. FIRE/AID ADDRESS SIGNS ARE
$100 PER SIGN.
HAUL ROUTE:
THE RECOMMENDED HAUL ROUTE WILL TO TRAVEL 244TH ST SW,
TO FIRDALE AVE, TO 100TH AVE W, DOWN 241 ST PL SW TO
242ND PL SW TO THE PROPOSED SITE.
NOTE: IF HAULING IS WITHIN THE DOWNTOWN AREA, SINGLE
TRUCKS SHALL BE USED (NO TRAILERS).
TOP OF
SLOPE
PROP.
CLEARING/
GRADING -
LI M ITS (TYP)
PROPOSED 48" MYWELL-/
N= 19831.29, E= 199,49.23
FOR FOOTING DRAIN, SEE-\
DETAIL 1, SHEET 2.1
PROP. ROOF) o
OVERHANG 6 ��yQ
(TYP)
PROP CLEANOUT P
AND ROOF DRAIN s
v' v
TYP 0 s-
UPPER FLOOR
CANTI LEVER
4.62'
PROPOSED ORANGE
BARRIER/TREE PROTECTION
FENCING, (TYP)
PROPOSED
FOOTING DRAIN,
(TYP)
C J
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PORCH
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PROPOSED
i `ry HOUSE
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3501 Colby Way Suite 101
Everett, WA 98201
p. 425.486.6533 f. 425.486.6593
Civil I Structural Planning I Survey
www. paceengrs.com
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MINIMUM 1-1/2" SCHEDULE 40
WATER SERVICE AND EX. WATER
SSCO 3 METER TO BE UPSIZE TO 1 " o
RIM=395.9 WATER METER (ON 242ND PIL =
_ -0
390.5
IE LOCK NG 12" Cl SW), PER PLN20050005610678.
LAMPHOLE COVERS SD CB 1 , 48" TYPE 2 "
21 LF-6 SD ®1.24%
X" HEXBOLTS (TYP) RIM=389.0 cn
a o PROP. CB INLET PROTECTION,
PROP 10' IE=384.0 =
CB#3, TYPE 1 ASPHALT IE=384.0 �36"-IN)
6"-OU) ��� I� PER DETAIL ER-902 (TYP)
RIM=396.47 DRIVEWAY PER COE DTL SD-301
IE=393.47 (NE/SE) (TYP) SD CB #2, W 5 ORIFICE \ ��
48 TYPE 2 36 LF-36
IM=392.22 SD @ .0 0 \ -386- G10,C`00
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MIN\`OVER ON SEWERs
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TREES TO BE f �, ��o�s �a��<��°y I>,Cj S EE EX. SEWER SERVICE
G REMOVED,,(TYP) o
C° 20 � �y � ����` `� �-� IN$TAL ED 30 LF RE=390.83
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T �6' oo� 90 o�',�t �ti� CONSTRUC IONS I 'p
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7.5' BSBL (TYP) 6, T"
PROPOSED P
co) EX. FIRE
SILT FENCE,
PER COE OAP O/,A cn HYDRANT
6' WOOD FENCE _:�4(DETAIL 107 LF-4" PVC MIN @ D
ER-900 5% (2% MIN SLOPE)
PROP. STOCKPILE
AREA, SEE NOTE 4.
,
2' MIN. PIPE COVER ON I
SEWER SERVICE (TYP) ss
PVI STA 1 + 13.82
PVI EL 391.91
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DRIVEWAY PROFILE
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Sheet List Table
SHEET NUMBER
SHEET TITLE
C1.0
BUILDING SITE PLAN
C2.0
GENERAL NOTES & DETAILS
C 2.1
DETAILS
ENGINEER:
VERTICAL DATUMN:
PACE
NAVD 88
3501 COLBY AVE, SUITE 101
SET MAG NAIL & WASHER STAMPED
EVERETT, WA. 98201
"ASPI CONTROL" ON WEST SIDE OF
(425) 486-6533
242ND PL SW. 1.5' NORTHERLY OF
AndyRe@paceengrs.com
FACE OF CURB AND 13'
CONTACT: ANDY REAVES, PE
SOUTHEASTERLY OF A TYPE 1 CATCH
OWNER:
BASIN.
ELEV. = 387.64'
NORTH STAR VISIONS, LLC
ELEVATION ESTABLISHED BY GPS
19020 33RD AVE W, SUITE 450
OBSERVATIONS UTILIZING THE
LYNNWOOD, WA 98036
WASHINGTON STATE REFERENCE
NETWORK.
(APPROX. 80'f W OF NW PROPERTY
TAX PARCELS:
CORNER)
00555000004902 GRADING QUANTITIES:
SITE ADDRESS:
10234 242ND PL SW
EDMONDS, WA 98020
FOOTING DRAIN NOTE:
CUT: 306 CY
FILL: 18 CY
NET: 287 CY (CUT)
FOOTING DRAINS SHALL BE SEPARATE FROM
ROOF DRAIN PIPING AND TIED DIRECTLY INTO
PROPOSED DETENTION PIPE.
IMPERVIOUS AREA:
EXISTING IMPERVIOUS AREA: 0 SF
PROP. HOUSE
(W/ROOF OVERHANG): 2,526 SF
PROPOSED WALKWAY/PATIO: 50 SF
PROPOSED ASPHALT DRIVEWAY: 1,817 SF
TOTAL IMPERVIOUS AREA: 4,393 SF
LOT COVERAGE:
LOT COVERAGE: 2,257 SF
LOT AREA: 9.534 SF
OF LOT COVERAGE: 23.7%
(MAXIMUM COVERAGE IS 35%)
NOTE: LOT COVERAGE IS
MEASURED BY EXTERNAL WALLS
AND SUPPORTING MEMBERS,
INCLUDING UPPER CANTILEVERED
AREAS, COVERED & UNCOVERED
PATIO AREAS, EXCLUDES ROOF
OVERHANG.
HEIGHT CALCS:
AVERAGE EXISTING GRADE: 401.40
PROPOSED ELEVATIONS:
A: 401.38
B: 399.75
C: 402.00
D: 402.0
AVERAGE GRADE= 401.28
PROPOSED BUILDING HEIGHT (25-0")= 426.28
MAXIMUM HEIGHT ALLOWED (25')= 426.41
0 10 20 40
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0 1"
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY.
SCALE: DATE:
AS SHOWN 08/15/23
APPROVED FOR CONSTRUCTION DESIGNED BY: CHECKED BY:
CITY OF EDMONDS TB/KDS TB/ACR
DATE: PACE PROJECT NO. 22542
Know what's below.
Call before you dig. BY:
CITY ENGINEERING DIVISION
SHEET C 1 .O
B L D2022 - 0989
GENERAL CONSTRUCTION NOTES:
SW 1/4 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
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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)
-CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
-WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET
SOUND BASIN (2019 DOE MANUAL)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS
STANDARD DETAILS, UNLESS NOTED
OTHERWISE.
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL
GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET
OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE
DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE.
A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL
OF THE BUILDING OCCUPANCY/FINAL
PROJECT APPROVAL.
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY
OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE
CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER
DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE
IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION
OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES.
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES
AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF
CONFLICTS THAT ARISE.
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT
THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION.
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING
WORK AND SHALL NOTIFY OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES.
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL
THOROUGHLY FAMILIARIZE HIMSELF WITH
THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE
RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE
PROJECT GEOTECHNICAL REPORT.
13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE
PLACED SHALL BE DELINEATED AND
PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (I.E. HEAVY EQUIPMENT, STOCKPILING).
14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE
NATIVE SOIL OR COMPACTED STRUCTURAL 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 DETENTION SYSTEM. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
20. 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.
21. 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.
22. 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.
23. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF
THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
24. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND
ROCK MATERIALS ARE REQUIRED.
25. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS
SHOWN.
26. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM
DISTANCE OF 10 FEET.
27. 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.
28. 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.
29. 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.
30. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
31. 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.
32. 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.
33. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE.
34. 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.
35. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE ETHAFOAM 200 FOAM
AS A CUSHION BETWEEN THE
UTILITIES.
36. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE
BUILDING.
37. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK.
38. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM.
39. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR
APPROVAL PRIOR TO INSTALLATION
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
N
NATIVE BACKFILL MATERIAL
8"
0
I
N
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS -\
WIRE MESH FENCE
TO SUPPORT FILTER
II FABRIC
N
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I BURY BOTTOM OF FILTER
04 MATERIAL 8" TO 12"
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN
`St. JBI -
`St. 10,1-
REVISION DATE
CITY OF EDMONDS LPA
LTER FABRIC FENCE JANUARY 2018
ILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
ROVED
BY: R. ENGLISH E R - 9 00
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(n'P)
CATCH BASIN
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
TEMPORARY
SEDIMENT TRAP
FOR CATCH BASINS
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-902
_LS
4
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
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.
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 CLLEANOUT 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. JBI -
* 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
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-901
j\ \ SEE COE STD DTL GU-410
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6" MIN // / / // / / // CRUSH D MATERIAL ( SURFACE BASE COURSE S)
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SEE NOTE 4
8" MIN I- ---1 8" MIN
NOTE
NOTES:
1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE
• 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE
• 24" FOR 8" DIAMETER PIPE
• 36" FOR 12" DIAMETER PIPE
• O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER
2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION.
3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557.
4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED
BY CITY ENGINEER.
`St. 10-
REVISION DATE
CITY OF EDMONDS APRIL 2021
TYPICAL TRENCH SECTION
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH G U - 40 0
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
L1131
CITY ENGINEERING DIVISION
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SCALE: DATE:
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DESIGNED BY: CHECKED BY:
TB/KDS TB/ACR
PACE PROJECT NO. 22542
SHEET C2.0
B L D2022 - 0989
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GU-420
FOR CURB AND SPLASH LINE ONLY:
CONCRETE RISERS
FRAME AND GRATE PER COE STD DTL
DTL SD-320 SERIES
USING NON -SHRINK GROUT,
PROVIDE SMOOTH FINISH
INSIDE AND OUT
8" MIN
18" MAX
TOP SLAB
- - -
HANDHOLDS (2)
SEE COE STD DTL GU-423
20"X24" OR
• •°
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6" MAX
POLYPROPYLENE SAFETY
STEP/LADDER 12" O.C.
(SEE NOTE 6 & 7)
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BASE AND
INTEGRAL RISER
NOTES:
1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3).
2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN
CLEARANCE.
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL
PRECAST CONCRETE SHALL BE CLASS 4000.
4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX
HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 84" FOR 96"
CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB.
5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD
SPECIFICATIONS.
6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423.
7. STEP AND LADDER SHALL BE ORIENTED TO AVOID INSTALLATION ABOVE PIPE.
REVISION DATE
CITY OF EDMONDS CATCH BASIN, TYPE II OCTOBER 2021
48" 54" 60"
,
PUBLIC WORKS 729& 96" STANDARD
DEPARTMENT DETAIL
Fs t . 18 9,3 APPROVED BY: R. ENGLISH S D - 3 0 0
x 2-1/4"
(6 MIN)
23-3/4"
PLAN
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SEE COE STD DTL SD-324
1/2"
5* DRAFT
ELEVATION
1/16"
NOTES:
1. USE WITH TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2"
LONG. NOTE SLOT DETAIL.
2. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06.
3. "OUTFALL TO STREAM DUMP NO POLLUTANTS" IN RAISED LETTERS SHALL BE LOCATED ON GRATE AS SHOWN,
BORDER AREA.
4. SHALL CONFORM TO SEC. 7.05 OF THE WSDOT STANDARD SPECIFICATIONS.
5. WELDING IS NOT PERMITTED.
6. USE IN CONTINUOUS SLOPE CONDITIONS ONLY.
7. EDGES SHALL HAVE 0.125" RADIUS, 0.125" CHAMBER OR COMPLETE DEBURRING.
8. USE A THROUGH CURB INLET WITH HERRINGBONE GRATE IN SAG VERTICAL CURVES PER COE STD DTL SD-324.
REVISION DATE
CITY OF EDMONDS VANED GRATE JANUARY 2018
T PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Est 189� APPROVED BY: R. ENGLISH SD-323
FLOW CONTROL 4 5"�
STRUCTURE
-
PVC PIPE*
NON -SHRINK GROUT
1'-0" MAX
°
CONTROL DEVICE
ASSEMBLY TO BE
COUPLING
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STUB*
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PREVENT ROTATION
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CAULK SPACE BETWEEN
CAP PLUG
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CONTROL DEVICE
DETAIL A
ORIFICE
DIAMETER*
CONNECTION AND p• LADDER OR HAND HOLDS
CONTROL DEVICE POLYPROPYLENE
(SEE DETAIL A)
1°
OUTLET PIPE /
ALLOWABLE OUTLET LOCATION
(180' to 315*)
FINISHED GRADE
V-NOTCH WEIR AS NEEDED*: COE
SUPPORT (2 REQ'D)
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PVC PIPE*
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CAP PLUG*
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WIRE ROPE
CLIP (SS)
CATCH BASIN TYPE II
DEFORMED
PER STD DTL
3/8" STEEL
SD-300
ROD (SS OR
a'
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ADDITIONAL ORIFICE
LENGTH TO FIT
AS NEEDED*
1'-0" MIN
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PVC PIPE &
V-6" MAX
CROSS
FLOW CONTROL
STRUCTURE
DETENTION PIPE
PIPE SUPPORT
(LENGTH, DIAMETER,
DETAIL B
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.
REVISION DATE
CITY OF EDMONDS FLOW CONTROL JANUARY 2018
STRUCTURE
PUBLIC WORKS (FCS) STANDARD
DEPARTMENT DETAIL
hm Fs t 189�j APPROVED BY: R. ENGLISH S D - 301 NMI
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TR-520
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FULL DEPTH MAX 15'
1/2" EXPANSION 2' MIN
JOINT SAWCUT 7
M I O 2% MAX
6" CURB MAX SLOPE 7
3 2
SECTION A -A
DRIVEWAY CURB TRANSITIONAL DETAIL
FOR CURB AND GUTTER OR VERTICAL CURBS
NOTES:
OCURB AND GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK
PRIOR TO POUR.
O2 DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8"
CSTC COMPACTED TO 95% MAXIMUM DENSITY.
O3 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY.
4O 2' ASPHALT SAWCUT REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520.
O5 CONCRETE SHALL BE CLASS 3000.
O6 CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE
ACHIEVED, MAXIMUM CURB TRANSITION LENGTH SHALL BE 15-FEET.
O7 MAINTAIN 1/2" LIP AT GUTTER.
O8 IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY.
O9 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK.
10 FINISH SHALL BE LIGHT BROOM.
REVISION DATE
CITY OF EDMONDS DRIVEWAY APPROACH APRIL 2021
TYPE I
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fs t . 18 9(3 APPROVED BY: R. ENGLISH T R - 5 41
SEE APPLICABLE STANDARD DETAILS
FRAME AND GRATE
PIPE ALLOWANCES
PIPE MATERIAL
MAXIMUM
INSIDE DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP*
12"
(WSDOT STD SPEC 9-05.20)
SOLID WALL PVC
15"
(WSDOT STD SPEC 9-05.12.(1))
PROFILE WALL PVC
15"
(WSDOT STD SPEC 9-05.12(2))
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S+ STORM SEWER PIPE
2", 4", 6", OR 12"
1
NOTES:
RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH WSDOT STANDARD SPECIFICATION 9-05.50(3).
2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE
4+ FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY
22+ TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT
• BE PLACED IN KNOCKOUTS.
3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF
ALL JOINTS, RINGS, RISERS AND FRAMES.
4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX
/ DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR
• "D" SHAPE.
5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE
PIPE INVERT IS 5'-0".
6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION
AND RISER SECTION SHALL NOT EXCEED 1/2"/FT.
7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE
WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL
BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY
COVER POSITION.
(MEASUREMENT AT THE TOP OF THE BASE) 8.VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2"
PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL.
REVISION DATE
CATCH BASIN TYPE I
CITY OF EDMONDS JANUARY 2018
T PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FSt. 189(j APPROVED BY: R. ENGLISH SD-303
MECHANICAL PLUG
EXTEND CLEANOUT 2" ABOVE -
DESIGN PONDING ELEVATION
OR PER PLAN
4" STREAMBED COBBLES
PER WSDOT 9-03.1 1(2)
DESIGN PONDING
ELEVATION
SOIL TIGHT 45' BENDz\
WYE
ASPHALT/
CONCRETE
TRAFFIC RATED,
IRCULAR LOCKING
AST VALVE BOX PER
ANUFACTURER
ECOMMENDATIONS,
EE NOTES 1 AND 2
AECHANICAL PLUG
ADD VALVE BOX
EXTENSION OR SOIL
PIPE AS NECESSARY
TO ACCOMMODATE
O.D. OF RISER PIPE
CLEANOUT COVER IN
PAVED AREA
SOIL TIGHT LAWN/ NDS PRO SERIES VALVE
COUPLER -LANDSCAPE 6BOX WITH LOCKING
(MIN) COVER, OR EQUAL. SEE
UNDERDRAIN PIPE, �� ( )� NOTES 1 AND 2.
PER PLANS
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4" (MIN) CEO C� CEO C�
PLUG OR CONTINUED UNDERDRAIN CRUSHED SURFACING
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CLEANOUT PER WSDOT 9-03.9(3)
(SHOWN WITHIN BIORETENTION FACILITY) CLEANOUT COVER IN
LANDSCAPE AREA
GENERAL NOTES:
1. CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE.
2. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES.
3. ALL FITTINGS SHALL BE SOIL TIGHT.
4. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF PONDING AREAS WHERE POSSIBLE.
NOTES:
1. CLEANOUT COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT,"
"CLEANOUT," "CO," OR SIMILAR.
2. TRAFFIC RATED LID REQUIRED IN AREAS WITH VEHICULAR LOADING.
REVISION DATE
CITY OF EDMONDS STORM DRAINAGE DECEMBER 2017
CLEANOUT
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fs t g 9�3 APPROVED BY: R. ENGLISH S D - 61 9
OBSERVATION PIPE MARKII
CENTER OF DRYWELL (SEE
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TEST PLUG IN PLASTIC FOOTING
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WASHED DRAIN ROCK, Y/
SEE NOTE 2
BUILDING
GENERAL NOTES:
1. REFER TO THE 2017 CITY OF
EDMONDS STORMWATER ADDENDUM
FOR SETBACK (CHECKLIST 13) AND
INFEASIBILITY REQUIREMENTS.
2. MINIMUM COVER DEPTHS ASSUME NO
VEHICULAR LOADING. DESIGNER TO
SPECIFY COVER DEPTHS IF
VEHICULAR TRAFFIC ANTICIPATED.
UNCOMPACTED NATIVE J NOTES:
MATERIAL, SCARIFY 3" 1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP OF WASHED
(MIN) 1' (MIN) ABOVE SEASONAL ROCK. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1),
HIGH GROUNDWATER TABLE GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE.
OR HYDRAULICALLY 2. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC.
RESTRICTIVE LAYER 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS.
PROFILE 3. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC.
NTS 9-05.2(6), PERFORATED PVC UNDERDRAIN PIPE.
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SCALE: DATE:
AS SHOWN 08/15/23
APPROVED FOR CONSTRUCTION DESIGNED BY: CHECKED BY:
CITY OF EDMONDS TB/KDS TB/ACR
DATE: PACE PROJECT NO. 22542
BY: I SHEET C 2 . l
CITY ENGINEERING DIVISION
B L D2022 - 0989