APPROVED ENG STM RESUB1 BLD2021-0657+Civil_Plan+12.16.2021_4.48.36_PM+2578444KOPAK
A PORTION SE 1/4 OF THE NE 1/4, SECTION
RESIDENCE
346 SUNSET AVE
EDMONDS, WA 98020
OWNER
KEVIN KOPAK
18565 142ND AVE NE
WOODINVILLE, WA 98072
425.641.6191
GENERAL NOTES
GENERAL NOTES
CONSULTANTS
ARCHITECT
STROBL DESIGN LLC
3923 N 31ST ST
TACOMA, WA 98407
206.661.3622
CONTACT: JACOB STROBL
SURVEYOR
TERRANE
10801 MAIN ST, SUITE 102
BELLEVUE, WA 98004
425.458.4488
CONTACT: JACOB GOODMAN MILLER
CIVIL ENGINEER
CG ENGINEERING
250 4TH AVE S, SUITE 200
EDMONDS, WA 98020
425.778.8500 FAX 778.5536
CONTACT: JARED UNDERBRINK, PE
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)
- 2020 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 DETENTION SYSTEM.
20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL
SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
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 ONSITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND
EROSION CONTROL REQUIREMENTS.
23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
UTILITIES LEGAL DESCRIPTION
WATER/SEWER/STORM POWER (PER BARGAIN AND SALE DEED RECORDING# 202101050533)
CITY OF EDMONDS SNOHOMISH COUNTY PUD
121 5TH AVE N PO BOX 1107 THAT PORTION OF GOVERNMENT LOT 1 IN SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY,
EDMONDS, WA 98020 EVERETT, WA 98206 WASHINGTON, DESCRIBED AS FOLLOWS:
425.783.1000
BEGINNING AT THE NORTHEAST CORNER OF FRONT STREET AND EDMONDS WAY IN THE CITY OF EDMONDS:
THENCE NORTH ALONG THE EAST LINE OF SAID FRONT STREET, 557
FEET TO THE TRUE POINT OF BEGINNING;
THENCE EASTERLY AT RIGHT ANGLES TO FRONT STREET, 75 FEET;
THENCE SOUTHERLY AT RIGHT ANGLES, 2 FEET;
THENCE EAST AT RIGHT ANGLES, 123 FEET;
THENCE NORTHERLY AT RIGHT ANGLES, 55 FEET;
THENCE WESTERLY AT RIGHT ANGLES, 198 FEET TO THE EAST LINE
OF FRONT STREET;
THENCE SOUTHERLY ALONG THE EAST LINE OF SAID FRONT STREET, 53 FEET TO THE TRUE POINT OF BEGINNING;
SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
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 POLYETHYLENE
PLASTIC 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 FINAL SITE RESTORATION.
39. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION
FOR APPROVAL PRIOR TO INSTALLATION.
40. RESIDENTIAL DRIVEWAY SLOPES SHALL NOT EXCEED 14%.
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 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. FROM OCTOBER 1ST TO APRIL 30TH ANY EXPOSED
SOILS NOT BEING WORKED FOR MORE THAN TWO DAYS SHALL BE COVERED. FROM MAY 1ST TO
SEPTEMBER 30 ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN 7 DAYS SHALL BE
COVERED.
6. DEMOLISH EXISTING STRUCTURES
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
8. 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)
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
UTILITY PATCHES AND PAVEMENT RESTORATION NOTES
1. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE
REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE.
2. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND
TO THE CENTERLINE OF ROADWAY.
3. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES, A FULL WIDTH OVERLAY IS
REQUIRED.
4. ALL FINAL RESTORATION WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED BY THE CONTRACTOR,
NOT THE CITY OF EDMONDS.
5. A RESTORATION LIMIT INSPECTION IS REQUIRED TO DETERMINE THE LIMITS OF FINAL
RESTORATION.
HAUL ROUTE
TO SITE: 1-5 TO SR 104E
CONTINUE ONTO SUNSET AVE
R INTO SITE
FROM SITE: R ONTO SUNSET AVE N
R ONTO CASPERS ST
R ONTO 9TH AVE S
L ONTO SR104
SR 104 TO 1-5
SHEET INDEX
C1.1
COVER SHEET & GENERAL NOTES
C2.1
TEMPORARY EROSION CONTROL & DETAILS
EC3.23
GRADING &DRAINAGE PLAN
GRADING & DRAINAGE DETAILS
BENCHMARK
HELD A CALCULATED BEARING OF N
71°45'29" E BETWEEN FOUND
MONUMENTS PER R1.
DATUM
NAVD 88
NAD 83/91
PROJECT SITE
VICINITY MAP
N TS
a
P
y�c
LEGEND
DESCRIPTION
EXISTING
PROPOSED
ABBREVIATIONS
PROPERTY LINE
ADJACENT PROPERTY LINE
- -
- -
-
- -
- -
-
-
ABN
ABANDONED
BUILDING
BOTTOM OF WALL
CENTERLINE
MIN MINIMUM
BLDG
MJ
MECHANICAL JOINT
CENTERLINE
CLEARING LIMITS
SILT FENCE
CONTOUR LINE
FENCE
SANITARY SEWER LINE
MANHOLE
BOW
MON MONUMENT
NTS NOT TO SCALE
X X
X X
CB
CATCH BASIN
CORRUGATED METAL PIPE
OC
ON CENTER
100
00
CMP
PC
POINT OF CURVATURE
^ ^ ^
CO
CLEANOUT
CONCRETE
PI
POINT OF INTERSECTION
POST INDICATOR VALVE
- -SS - - -SS -
ASS ----- 0_SS-
CONC
PIV
0
®
CONST
CONSTRUCTION
iE
PROPERTY LINE
STORM DRAIN MAIN
- - -SD- - - -SD-
--SD--�SD-
CP CONCRETE PIPE
CU YD CUBIC YARD
DDCVA DOUBLE DETECTOR CHECK
VALVE ASSEMBLY
DI DUCTILE IRON PIPE
PT
POINT OF TANGENCY
STORM DRAIN PIPE
- - - - - - - - - -0
PVC
POLYVINYL CHLORIDE PIPE
ROOF DRAIN
- - - R - - - R - - - R -
-R-R
PVI
POINT OF VERTICAL
INTERSECTION
PAVEMENT
FOOTING DRAIN
- - - F - - - F - - - F -
F F
PVMT
PRESSURE LINE
- - - P - - - P - - - P -
_P_P
DIA
DIAMETER
PVT
POINT OF VERTICAL TANG.
CATCH BASIN (TYPE 1)
CATCH BASIN (TYPE 2)
CLEANOUT
❑
■
DIP
DUCTILE IRON PIPE
EACH
EXPANSION JOINT
R RADIUS
REINF REINFORCEMENT
RJ RESTRAINED JOINT
EA
0
®
EJ
CLEANOUT AND WYE
�-0
� 0
ELEV
ELEVATION
RET
RETAINING
GRADE BREAK
- - - - - - -
- - - - - - -
EOP
EDGE OF PAVEMENT
RT
RIGHT
SURFACE SWALE
EX
EXISTING
FIRE DEPT. CONNECTION
SD STORM DRAIN
SECT SECTION
SDMH STORM DRAIN MANHOLE
SIM SIMILAR
SQ SQUARE
SS SANITARY SEWER
DRAINAGE ARROW
FDC
WATER LINE
WATER METER
- - WA- - - WA
WA- WA-
FFE
FINISHED FLOOR ELEVATION
FIRE HYDRANT
FLANGE
®
FH
FIRE HYDRANT
I
FL
FDC
17
i
FT
FEET/FOOT
PIV
O
•
GV
GATE VALVE
HIGH POINT
SSMH
SANITARY SEWER
MANHOLE
STATION
STANDARD
GATE VALVE
g
Z
HP
STA
TEE
III
HT
HEIGHT
STD
90' BEND
ID
INSIDE DIAMETER
STL
STEEL
THRUST BLOCKING
CAP
A
IE
INVERT ELEVATION
LENGTH/LINE
LINED CORRUGATEDPOLYETHYLENE PIPE
TB
THRUST BLOCK
TOP OF CURB
TOP OF WALL
TOP ELEVATION
TYPICAL
°
v
La
° a °
L
TOC
CONCRETE PAVEMENT
ASPHALT PAVEMENT
CRUSHED SURFACING
ROCKERY
SPOT ELEVATION
LCPE
TOW
LF
LINEAL FOOT
LOW POINT
TOP
. •
LP
TYP
LT
LEFT
VC
VERTICAL CURVE
f 20.0
- - - T - - - T - - - T-
f 20.0
-T-T-
MAX
MAXIMUM
W/
WITH
TELEPHONE LINE
MECH
MECHANICAL
WM
WATER METER
POWER LINE
- - - E - - - E - - - E-
-E-E
MH
MANHOLE
GAS LINE
--- G - -- G-- - G-
G G
SIGN
n
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
ENGINEERING DIVISION
APPROVED AS NOTED
MY tV4a{h,mt 01/18/2022
VV
COMPLIES WITH APPLICABLE
CITY STORMWATER CODE
1 /14/2022
APPROVED FOR CONSTRUCTION
CITY OF
DATE:
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EDMONDS
CITY ENGINEERING DIVISION
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ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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CITY OF EDMONDS
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DEPARTMENT
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TEMPORARY EROSION CONTROL PLAN
TEMPORARY EROSION CONTROL PLAN NOTES:
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1. BEFORE BEGINNING LAND -DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRADING, CLEARLY
MARK ALL CLEARING LIMITS.
2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST -AMENDED PER THE REQUIREMENTS OF
BMP T5.13 IN THE STORMWATER MANUAL VOLUME V, CHAPTER 5.
3. SOILS MUST BE STABILIZED AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND IF NEEDED ON
THE WEATHERFORECAST.
4. CONCRETE TRUCKS MUST NOT BE WASHED OUT ONTO THE GROUND, OR INTO STORM DRAINS, OPEN
DITCHES, STREETS, OR STREAMS. EXCESS CONCRETE MUST NOT BE DUMPED ON -SITE.
5. INSTALL CATCH BASIN INLET PROTECTION PER DETAIL 3 FOR ALL EXISTING INLETS ON -SITE AND WITHIN
500' OF CONSTRUCTION SITE IN ROW AND AS PROPOSED DRAINAGE STRUCTURES ARE INSTALLED.
6. ADDITIONAL BMPS MAY BE REQUIRED DURING CONSTRUCTION.
INSTALL SILT FENCE
J U
EXISTING CONCRETE
WITHIN CLEARING LIMITS
TO BE REPLACED
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NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY
r°ITY flF' EF)LAr)NIF),
PUBLIC WORKS
DEPARTMENT
`S f . 1B9-
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
FILTER FABRIC FENCE
FILTRATION SYSTEMS
APPROVED BY. R. ENGLI8H
<_VISION DA
.IANLIARY 2018
STANDARD
D ETA i_
ER-900
FENCE END
1.1'SW
� I
SET PK NAIL
W/ WASHER
AT PROP COR
FENCE END
1.1'SW OF LINE &—
STOCKPILE LOCATION
PER DOE BMP C125
.........................................................
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COTY OF EDMOND,
PUBLIC WORKS
DEPARTMENT
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FENCE END WALL
0.2'NW�-, j "-0.4'SE
O
FENCE ENDJI O
0.4'SE Lo
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INSTALL HIGH VISIBILITY
FENCE TO MARK LIMITS
w
OF CLEARING AND
GRADING
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N
22969
JNE &
COR
I Z
0.5'NW FROM PROP COR
0 5 10
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. CRY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
REVISION DATE
TEMPORARY JANUW 2018
SEDIMENT TRAP
FOR CATCH BASINS
APPROVEi) R. ENGLISH
STANDARD
DETAIi_
ER-902
APPROVED FOR CONSTRUCTION
CITY OF
DATE:
BY:
EDMC3NDE3
CITY ENGINEERING DIVISION
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
GULL
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DESIGN:
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DRAWN:
ATD
CHECK:
JPU
JOB NO: 21335.20
DATE:
1 2/ 1 4/21
RESUB
Dec 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
Ur
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FOUND PK NAIL d o WALL
W/ WASHER 40 0.5'NE
m LS# 22969 A
AT PROP COR
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1/4 OF THE NE
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ALONG PROP LINE
WALL
CONC. WALL 0.1'SW
EAVE �
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1/4, SECTION
23,
TOWNSHIP
27 NORTH,
RANGE
3 EAST, W.M.
I
SET PK NAIL
W/ WASHE
1
ROOF DRAIN O
C3.2
AT PROP COR
FOOTING DRAIN 1
C3.
FENCE END
1.1'SW OF LINE
WALL ")
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0.7'NW FROM PROP COR
o.4'sw IN58'31'20"
W 197.47
Flo ASPHALT
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WALL
CONC
WALL
+
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WALL •
-
WALL
.........
37.9' RIM=35.03 CONC R R 0.4'SW ........................'�n.•:•.•.•.•.•.•.•.•:•.•. 0.3'NW
m CONC. WALL STEPS - - - - - - - R - - R R R R R CON C ..'.'. AYE:.:.:.:.:.:.:.:.:.:.:.:cp.:.:.:.:.:.:.:.:.:.:.:.
° J I w METAL Ly . F
ROW P" ° ¢ > Y WINDOW METAL N z . a - - - - - -30' - ENTRY: 40.4 FENCE END
/ e� QI c� I WINDOW o' e �� 1.1'SW ..._',.
:...
CD OO z0 • 0 w �w WELL WELL : aj3 a ' r� a . .,
/ .. .....
/ Cl) I I BLDG w CONC. WALL a ROOF OVERHANG '� SHED
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DECK �` > L'.'.'.'.'.'.
LL
W g ' CONC CONC I w .CaNC
STEP STEPS CONC e PROPOSED PATIO PROPOSED GARAGE w:::
/ N HOUSE N0. 346 d� = - - . .
O a e• • wl DE K STEPS FIFE: 40.6 lL -
J N •.a > III FOOTPRINT=1,368f S.F. a................................-.rr...........
° . ... : �C.0 6..'-.±:a'•. r' w w PROPOSED
..
....
_LLj d ROOF EL=65.7' I, I 6CAV.Ek:......................' FENCE END
/� D N BREEZEWAY GARAGE
(n aA. d e . a LL ENTRY: 40.4 TI
POST CONSTRUCTION'''''''-''''''''''''''''''''''''''''::::::::::::::::: 0.1'SE
Q v °'4 d� SOIL QUALITY AND
l cn m •. SAWCUT AND REPLACE EXISTING CONCRETE -'- - DE ION FENCE END WALL
(n Z ad J I DECK , e I DEPTH OPT 2 OQ "-0.4'SE
v) : 4 Q 7 LF 6" PVC BLDG d° I ° 'ENTRY: 40.4 5 Dc 0.2'NW� -
OMW c� v.. @ 0.5% MIN w OVERHANG Q ° ° I�I a a ° „ „ I O
L >I Y I a I d- - - - - - ° n / i C3.2 2 P2��� Q �-( AD
FENCE END ] 0
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APPROX. LOCATION ° • o 14 F� 6" PVC WINDOW BLDG d< °• L -O S �`S)/RIM=,38.86' 0.4'SE IPER PAINT MARKS e ' Lo
z W_ W_ WM @ .5° MIN I WELL OVERHANG WINDOW
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(f� ° ° Q 1 40. O
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CB TYPE 1 --• - ° e p ' ° a . ° e 1
0 8 °.77
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N . I .• v .. v.d ° a,• n C.H�E •d .v ° e ..a v r1• ° v .•a• , ' ° v• ...,.° 2
RIM=38.37' d ° CD
-A E•AVE' .. °.
IE(SE.) 6"PVC=35.57' N a �` a. d ° rri v ° e' wa --e. •EA KI a ' F.
s a . . a 'Ap d °� v v a °
° v a ; d • e .d .40,Z
IE(SW.) 12'PVC=35.07' C SQ - a 4 " e .°RIM=39.'69 a FOUND REBAR/CAP N
CB. (TYPE •1) a.. $ET KP NAI1m 9 8 a a a o a > a LS 22969
-0 a MATCH NEW CONCRETE a� i� a # r-
° 1` I ° ° °d.. ?GONG °. ° IM=3�..30� av . a' e' °° W/.wASH�R' ' g °d • a '°' e ' ° 0.11'NE OF LINE &
N 58'31'20" W TO.EXI�,TII�G ELEVATIONS
-- - 4�--d-A-�---- ------ IE�NW°)-24 CPP•=�5.30'4 ° a •e• •AT°PROP COR4 d: a. ° m a / a u 40.5 0.17'SE FROM PROP COR I Z
r i --- -- d ° e C�N-C v 4 e e.° o 1.5/0
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30.00'
' _ _ FENCE END
D SD CB, (TY. 1) .• 8 .p 20" -hL1
SET PK NAIL ' ° 's a v °: a v e 4 RIPv�=3�.8 0 ° °• ro W° 0 .4 G °.' b\ !' ° tee.' .° �' d. d °'• °'` ° ^---r_ / ° ° 0.2'SW
W/ WASHE a IEESE.)':a24 -P 35a02• ° d+ ° --��•. .v"` � +� :°.� - a b WALL
AT PROP COR av • d d ° CB (TYPE .. IE(f�V.j 6"PVf • a;_ • . .° d 9 .• SE7:PK 1V�1L'.. da ' e' d. ' a . v a °. '° - - -
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N e RIM�38?98" a ° y d� • °' v, AT PRO?C0R 'p .1. d ,a" e' i o' 4 ' d
.. b a. , ° - d e. e. b v ` • d °�' 18 LF m 4 PVC �@ 0:5/o M°IIMF WALL
PV .. IE(SE.)'' 4"PVC=• .23 °. d 'e. v d d e ° o a
° E v .. e a d d.'. 1.6'SW BLOCK WALL FENCECOR
m'• $ v IE(NW.j..Fj;'PVC=36.. a ;' e. e • ° a . °: • d' .. a.. a °40.2 .° 18 LF 6 P 0
°• A. v . d. E . . .b . • d' . A.
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OR
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a° e•' °a e
jA
TYPE 1 CB TYPE I CB TYPE I CB 2 3 4 °' nd a ..° ' °' a ;•CONC ' ° ' d' d °e °: • ° ' TYPE I CB 2 3 4
APPROX. LOCATION RIM: 38.60 2 3 4 RIM: 38.80 RIM: 38.90 C3.2 C3.2 C3. d ° °d -A* v 4 a a ' °' ' c ° I'•e RIM: 40.0 C3.2 C3.2 C3.2
PER RECORDS (TYP) N IE (6" SE): 35.90 C3.2 C3.2 C3.2 IE (6" SE): 36.10 IE (6" SE): 36.30 a ° ° d . 4 a 9 / IE (4" NE): 37.40
e'
IE (6" SE): MATCH EXISTING IE (6" NW): 36.0 IE (6" NW): 36.30 d • ; vA
A : ° 8 ° .' IE (6" NE): 37.30
IE (6" NW): MATCH EXISTING r 2 3 4 ° d d• . ° :a ' ° ' I ` / IE (6" NW): 37.20
APPROX. LOCATION I ° a ' . ° ' a
C3.2 C3.2 C3.2 ° e ' e • a . e a ° ° /
PER PSE MAP ° ' ' e e AA 4 a
GRADING AND DRAINAGE PLAN
SCALE: 1" = 10'
GRADING AND DRAINAGE PLAN NOTES:
1. SOILS REPORT
REPORT NUMBER: 1287921
PREPARED BY: NELSON GEOTECHNICAL ASSOCIATES INC.
DATED: SEPTEMBER 3, 2021
2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST- AMENDED PER THE REQUIREMENTS OF BMP
T5.13 IN THE STORMWATER MANUAL VOLUME V, CHAPTER 5.
3. A MINIMUM OF T HORIZONTAL SEPARATION AND V VERTICAL SEPARATION IS REQUIRED BETWEEN DRY
UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER AND STORM, AND A MINIMUM OF 5'
HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION FROM ANY CITY -OWNED LINES.
4. A TYPE II CATCH BASIN IS REQUIRED WHENEVER RIM TO INVERT EXCEEDS 51
.
5. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVEABLE SURFACES AND 1' OF
COVER UNDER LANDSCAPE SURFACES.
6. PRIOR TO PLACING ANY SURFACING MATERIAL ON THE ROADWAY, IT WILL BE THE RESPONSIBILITY OF THE
DEVELOPER/CONTRACTOR TO PROVIDE DENSITY TET REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF WASHINGTON.
7. NEW/REPLACED IMPERVIOUS SURFACE: 2,167 SF
-- NEW ROOF: 1,532 SF (INCLUDES AREA OVER GARAGE, PATIO, AND BREEZEWAY). RUNOFF ROUTED TO
CATCH BASIN THAT CONNECTS TO PUBLIC STORM SYSTEM.
-- NEW CONCRETE: 635 SF (NOT INCLUDING NEW CONCRETE PATIO). RUNOFF ROUTED TO CATCH BASIN
THAT CONNECTS TO PUBLIC STORM SYSTEM.
GRADING QUANTITIES
TOTAL EXCAVATION (CUT) - 5.0 CU YDS TOTAL
EMBANKMENT (FILL) - 10.0 CU YDS
TOTAL 15.0 CU YDS
THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS
ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR
BIDDING, PAYMENT, OR ESTIMATING PURPOSES.
PAVING LEGEND
NEW ASPHALT
OVERLAY EXISTING ASPHALT/UTILITY SAWCUT
NEW CONCRETE
10 0 5 10
APPROVED FOR CONSTRUCTION
CITY OF
DATE:
EDMC3NDE3
CITY ENGINEERING DIVISION
C GI
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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DESIGN:
SBG
DRAWN:
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CHECK:
JPU
JOB NO: 21335.20
DATE:
1 2/ 1 4/21
RESUB
Dec 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2021-0657
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A PORTION SE 1/4 OF THE NE 1/4, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST,
W.M.
C GI
4" DIA PERFORATED PVC PIPE
WITH 6" OF 1" MINUS GRAVEL 8" MIN FROM WOOD.
ALL AROUND, WRAPPED IN SEE STRUCTURAL DRAWINGS
NON -WOVEN GEOTEXTILE FABRIC,
SLOPE AT 0.5% MIN. TURN DOWN
PERFORATIONS AS SHOWN
6" DOWNSPOUT TIGHTLINE TO
FINISHED GRADE
CONVEYANCE SYSTEM @ 0.5%
MIN. PLACE NEXT TO FOOTING
DRAIN OR AS SHOWN ON
GRADING & DRAINAGE PLAN
11 1 1—
(CONTRACTOR MAY LOCATE ON
EITHER SIDE OF FOOTING DRAIN)
O ° ° ° O
00
�01
0000
o°0° 00.
E)
Oo DO
LINE OF MAX EXCAVATION.
O
IF SOIL IS OVEREXCAVATED,
O O OOP oO
REPLACE WITH LEAN MIX
p o
CONCRETE
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a
FOOTING AND ROOF DRAIN SECTION
SCALE: NTS
FOOTING
SEE APPLICABLE STANDARD DETALS
FRAME AND GRATE
RISER SECTION
k"
(MEASUREMENT AT THE TOP OF THE BASE)
PRECAST BASE SECTION
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
PIPE ALLOWANCES
PIPE MAI
MNQMUM
INSIDE DIAMETER
REINFORCEI) OR
12"
ALL METAL PIPE
15"
Cpswo
eff-sim SlD SPED 9-06o20)
12"
SOLID WALL PVC
15"
(Nw" STD SPEC S-06o120(1��
WALL P VO
15"
/�WS,,��PROFILE
(DOIT SIO SPEC 9-05.12(2))
\ _ • OORRUQATE0 POLYETHYLENE
r+ STORM SEWER PIPE
2 , r, r, OR I r
f
NOTES:
1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH WSDOIT STANDARD SPECFK`A710N 9-05050(3).
Zo AS AN AOCIFIABLE AL7ERiNATNE 70 REBAR, WELDED WIRE
FABRIC HAMING A WL AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY
M ASIM A4971O5.221). WIRE FABRIC SHALL NOT N
BE PLACED IN 0 i y 3. APPLY NON-SHRW GROUT 70 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" SFIAPE.
R & 7HE MAX DEPTH FROM 7HE FINISHED GRADE 70 THE
PIPE INVERT LS 5'-0"
6. THE TAPER ON THE SDES OF THE PRECAST BASE SECTION
AND RISER SECTION SHALL NOT DOCW 1/2"/FT
7. CATCH BASIN FRAME AND GRATE SHALL BE N ACCORDANCE
WITH STA I ARD SPECIFICA ION& MATING SURFACES SHALL
BE FNSHED TO ASSURE NON-ROCIQNG FR WITH ANY
COVER POSITION.
8. VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2"
FROM VERTICAL EDGE OF CATCH BASIN WALL
CATCH BASIN TYPE I
APPROVED B": L ETjOLISH
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
REVISION DATE
JMNUARY 2018
STANDARD
DETAIL
SD-303
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N,4w
16"x22"
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17-3 4"x23-3 4"
26"
SECTION A -A
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A
PLAN
T1/2'
A
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SECTION B-B
VERTICAL CURB OR CURB AND GUTTER
B
NOTES: B � PLAN
1. DRILL AND TAP FOR, AND PR0IADE; TWO LACKING BOLTS 5/8' =11 NO STMWW TYPE 304 STEEL SOCKET HEAD
(ALIM HEAD) BOLT% 2" LONG.
2 FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER.
& SET FRAME 70 GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME.
46 MATCH CENTERLINE OF CATCH BASIN M CURB LINE FOR TYPE 1 AND 1-L
& VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRINGBONE GRATES SHALL BE INSTALLED N
ALL SAGS AND SUMPS.
& CURB/CURB AND GUTTER AS REQUIRED BY THE CITY ENONEiR.
REVISION DATE
2018
CITY OF EDMONDS STANDARD JANNwNY
FRAME INSTALLATION
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED R" L EM L11111N SD-320
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
UNDISTURBED
NATIVE VEGETATION
UNDISTURBED NATIVE SOIL
2" ORGANIC MULCH
UNDISTURBED PLANTS UNDISTURBED TURF (LAWN)
(SEE NOTE 1) AREAS (SEE NOTE 1)
0"
OPTION 1 — NO DISTURBANCE
PLANTING BEDS TURF (LAWN) AREAS
UNDISTURBED
TURF/LAWN/LANDSCAPE
UNDISTURBED NATIVE SOIL
GRASS: SEED OR SOD
3" OF COMPOST-111-111-111-111-III 111-111-111-111-III 1.75" OF COMPOST INCORPORATED
INCORPORATED INTO 5" OF 11=III=III=III-III-I III-III-III-III=11 INTO 6.25" OF SITE SOIL (TOTAL
-111=111=111=III=III III=III=III=III-111-
SITE SOIL (TOTAL AMENDED 11=III=III=III-III-III 1=III=III-III-III-II AMENDED DEPTH OF 9.5", FOR A
DEPTH OF 9.5", FOR A-111=111=111=111=111 III -III -III -III -III- SETTLED DEPTH OF 8-)
11=1 11=1 11=1 11=1 11=III I=1 11=1 11=1 I I -III -I
SETTLED DEPTH OF 8-) -III-III-III-III-III III-III-III-III-III-
11=111=1 11=1 I I -II I -I I I 1=11 1=11 1=11 1=11 1-I
-III-III-III-III-III 8" III -III -III -III -III
SUBSOIL SCARIFIED 4" BELOW j 'I \\/ �\ j //\\\j \//\\\ 1 // \ j\ SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYERLAYER
(12 BELOW SOIL SURFACE) \ ///\//\/\/ 12MPB OW SOIDLE SURFACE)
\ / /\/ /\/
OPTION 2 —AMEND IN PLACE OR STOCKPILE AND AMEND
GENERAL NOTES:
PLANTING BEDS TURF (LAWN) AREAS
" 1. AREAS E E DISTURBANCE
-� SHALL BE FENCED AND EXISTING
2 ORGANIC/�� j��j�� " GRASS: SEED VEGETATION AND SOIL SHALL BE
MULCH /� x p OR SOD PROTECTED FROM CONSTRUCTION
IMPACTS.
I�Irf Iff Iff11�11
11I 111111tl1111�l 1111 I� I� I� I- 2. TO MEASURE SETTLED DEPTH,
6" IMPORTED 111tl 1I� I� I� I� I� I� I� I� I� 6" IMPORTED WATER SOIL SUFFICIENTLY T0
TOPSOIL MIX 11 ItEll I ItEll I I111111 1 E� I E� I E� 11111 I- TOPSOIL MIX FULLY SATURATE WITHOUT
E�IE�IE�IE�II� E�II 111 111111�
(COMPACTED I (COMPACTED CAUSING EROSION.
DEPTH) " I� I� I� I� I� DEPTH)
III II 6 11= 3. COMPOST SHALL MEET SPEC.
REQUIREMENTS IN THE 2017
/ \\ /\\/ EDMONDS STORMWATER
SUBSOIL IS \ // \// //j //\�// / SUBSOIL IS ADDENDUM CHECKLIST 7
SCARIFIED 6" \/\\ /` %\\/ \\/ \\/ ( )'
// // /\/ \/ / SCARIFIED 6
BELOW +' /1, 1 // / BELOW 4. COMPACTION OF TOPSOIL (WHERE
IMPORTED \ "I \\ \/\\ \ IMPORTED REQUIRED TO BE TO 85%(MAX)
TOPSOIL MIX // / /// y/ /\/ / /\� TOPSOIL MIX ) (
i `/`\/�\/��\ OF THE MAXIMUM DRY DENSITY
OPTION 3 — IMPORT TOPSOIL PER MODIFIED PROCTOR TEST
(ASTM D1557).
REVISION DATE
CITY OF EDMONDS POST CONSTRUCTION SOIL DECEMBER 2017
QUALITY AND DEPTH
�rcLL' PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fs t 1g9� APPROVED BY: ######
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it
TOP VIEW
� 23-3/4w
SIDE VIEW
214"
J-5/ir
SLOT DETAIL
BOTTOM VIEW
1-3/8" 4"17--3
-1-7/18" r2-''/r
2"
1
/4w —1 -3/4w
END VIEW
OPTIONAL DESIGN FOR
GRATE OPENINGS ENDS
1. SLOT FORMED AND RECESSEDI FOR 5/8 -11 NO X 2 SOCKET HEAD (ALLEN HEM) BOLT
Z GRATE SHALL BE DUCTILE MON.
& SHALL ODNFORM M SEIC 9-06°15 OF THE WSDOT SIANDARD SPECIFICATIONS.
4, USE HERRNOBONE GRATE IN CURB LINE OF SAGS AND SUMPS.
& USE FRAME SHOWN IN STANDARD DETML
CJY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
`St. 18y
PARKING LOT/
AREA GRATE
(HERRINGBONE)
APPPC` R° ENOUSH
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
REVISION DATE
JAWW 2019
-,TANDARD
DETAIL
SD-324
APPROVED FOR CONSTRUCTION
CITY OF
DATE:
EDMC3NDE3
CITY ENGINEERING DIVISION
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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DESIGN: SBG
DRAWN: ATD
CHECK: JPU
JOB NO: 21335.20
DATE: 1 2/ 1 4/21
RESUB
Dec 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2021-0657
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CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS