APPROVED ENG STM Hill Residence Civil Drawings 06.02.21HILL RES
8112 TALBOT RD
NE 1 /4, SE 1 /4, SECTION 7, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
DENCE
EDMONDS, WA 98026
OWNER
DANIELLE HILL
8112 TALBOT RD
EDMONDS, WA 98026
206.419.7543
GENERAL NOTES
CONSULTANTS
CIVIL ENGINEER
CG ENGINEERING
250 4TH AVE S, SUITE 200
EDMONDS, WA 98020
425.778.8500 FAX 778.5536
CONTACT: JARED UNDERBRINK
SURVEYOR
PACIFIC COAST SURVEYS, INC.
P.O. BOX 13619
MILL CREEK, WA 98082
425.512.7099 FAX: 357.3577
CONTACT: DARREN RIDDLE
SOIL/GEOTECH ENGINEER
QUALTIY GEO, PLLC
420 GOLF CLUB RD SE, SUITE 201
LACEY, WA 98503
360.764.8485
CONTACT: LUKE MCCANN
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)
- 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. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS
DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER
QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO
425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE
COMPLETED BY THE OWNER ANNUALLY THEREAFTER.
22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO
THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE
REQUIREMENTS AND STANDARDS.
23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY
OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND
EROSION CONTROL REQUIREMENTS.
HAUL ROUTE
FROM SITE: EAST ON TALBOT ROAD, RIGHT ON 171ST ST SW, LEFT ON 196TH ST SW, CONTINUE
EAST ONTO 1-5.
TO SITE: FROM 1-5, WEST ON 196TH ST SW, RIGHT ON 88TH AVE W, LEFT ON OLYMPIC VIEW DR,
RIGHT ON TALBOT RD.
NOTE: HAUL ROUTE NOT PERMITTED FOR A TRUCK AND TRAILER.
UTILITIES
WATER/SEWER/STORM GAS FIRE
CITY OF EDMONDS PUGET SOUND ENERGY FIRE DISTRICT ONE
121 5TH AVE N PO BOX 91269 12425 MERIDIAN AVE
EDMONDS, WA 98020 BELLEVUE, WA EVERETT, WA 98208
425.771.0241 1.888.225.5773 425.551.1200
POWER
SNOHOMISH COUNTY PUD
PO BOX 1107
EVERETT, WA 98206
425.783.1000
CABLE & TELEPHONE
CO M CAST
15815 25TH AVE W
LYNNWOOD, WA
877.824.2288
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.
41. 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
LEGAL DESCRIPTION
LOT 87, PLAT OF TALBOT PARK AS RECORDED IN VOLUME 12 OF PLATS AT
PAGE 107, RECORDS OF SNOHOMISH COUNTY, WASHINGTON;
EXCEPT THAT PORTION OF LOT 87 DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 87;
THENCE SOUTH 18' 02' 30" WEST A DISTANCE OF 158.40 FEET;
THENCE NORTH 71' 57' 30" WEST A DISTANCE OF 18.05 FEET TO A POINT
ON THE WESTERLY LINE OF SAID LOT 87;
THENCE NORTH 24' 32' 34" EAST ALONG SAID WESTERLY LINE A DISTANCE
OF 159.43 FEET TO THE POINT OF BEGINNING;
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BASIS OF BEARING
THE MONUMENTED CENTERLINE OF
TALBOT ROAD,
AS THE BEARING OF N. 85'49'35" E.
DATUM
NAVD 88
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.
SHEET INDEX
C1.1
COVER SHEET & GENERAL NOTES
C2.1
TEMPORARY EROSION CONTROL PLAN
C3.1
GRADING & DRAINAGE PLAN & DETAILS
C3.2
GRADING & DRAINAGE DETAILS
/
PROJECT SITE /
v
VICINITY MAP
NTS = PROJECT SITE
LEGEND
DESCRIPTION
EXISTING
PROPOSED
ABBREVIATIONS
PROPERTY LINE
ADJACENT PROPERTY LINE
- -
- -
- -
- -
ABN
ABANDONED
BUILDING
MIN
MINIMUM
MECHANICAL JOINT
BLDG
MJ
CENTERLINE
CLEARING LIMITS
-
-
BOW
BOTTOM OF WALL
MON
MONUMENT
-
CENTERLINE
NTS
NOT TO SCALE
SILT FENCE
X
X X
CB
CATCH BASIN
OC
ON CENTER
CONTOUR LINE
100
00
CMP
CORRUGATED METAL PIPE
PC
POINT OF CURVATURE
FENCE
E E EI
r, ^ ^
--).--SS ss-
CO
CLEANOUT
PI
POINT OF INTERSECTION
SANITARY SEWER LINE
- - - ss - - - ss -
CONC
CONCRETE
PIV
POST INDICATOR VALVE
MANHOLE
0
®
CONST
CONSTRUCTION
T
PROPERTY LINE
STORM DRAIN MAIN
- - - SD - - - SD -
LSD -LSD-
CP
CU YD
CONCRETE PIPE
PT
POINT OF TANGENCY
STORM DRAIN PIPE
- - - --- r-
CUBIC YARD
PVC
POLYVINYL CHLORIDE PIPE
clo.
ROOF DRAIN
- - - R - - - R - - - R -
R R
DDCVA
DOUBLE DETECTOR CHECK
VALVE ASSEMBLY
PVI
POINT OF VERTICAL
INTERSECTION
FOOTING DRAIN
- - - F - - - F - - - F -
- - - P - - - P - - - P -
F F
P P
DI
DIA
DUCTILE IRON PIPE
PVMT
PAVEMENT
POINT OF VERTICAL TANG.
PRESSURE LINE
DIAMETER
PVT
CATCH BASIN (TYPE 1)
❑
■
DIP
DUCTILE IRON PIPE
EACH
R
RADIUS
REINFORCEMENT
CATCH BASIN (TYPE 2)
EA
REINF
CLEANOUT
c
EJ
EXPANSION JOINT
RJ
RESTRAINED JOINT
CLEANOUT AND WYE
��
�'
ELEV
ELEVATION
RET
RETAINING
GRADE BREAK
- - - - - - -
- - - - - - -
EOP
EDGE OF PAVEMENT
RT
RIGHT
SURFACE SWALE
DRAINAGE ARROW
EX
EXISTING
FIRE DEPT. CONNECTION
SD
STORM DRAIN
FDC
SECT
SECTION
WATER LINE
- - WA- - - WA
WA- WA-
FIFE
FINISHED FLOOR ELEVATION
SDMH
STORM DRAIN MANHOLE
WATER METER
®
FH
FIRE HYDRANT
SIM
SIMILAR
FIRE HYDRANT
151
FL
FLANGE
SQ
SQUARE
FDC
V
i
FT
FEET/FOOT
GATE VALVE
SS
SANITARY SEWER
PIV
0
•
GV
SSMH
SANITARY SEWER
MANHOLE
STATION
GATE VALVE
g
Z
HP
HIGH POINT
STA
TEE
90° BEND
, I,
HT
HEIGHT
STD
STANDARD
IT
ID
INSIDE DIAMETER
STL
STEEL
THRUST BLOCKING
CAP
o
A
IE
INVERT ELEVATION
LENGTH/LINE
TB
THRUST BLOCK
TOP OF CURB
L
TOC
CONCRETE PAVEMENT
°
a
° a °
LCPE
LINED CORRUGATEDPOLYETHYLENE PIPE
TOW
TOP OF WALL
ASPHALT PAVEMENT
LF
LINEAL FOOT
TOP
TOP ELEVATION
TYPICAL
CRUSHED SURFACING
LP
LOW POINT
TYP
ROCKERY
LT
LEFT
VC
VERTICAL CURVE
SPOT ELEVATION
f 20.0
f 20.0
MAX
MAXIMUM
W/
WITH
WATER METER
TELEPHONE LINE
- - - T - - - T - - - T -
-T-T
MECH
MECHANICAL
WM
POWER LINE
GAS LINE
- - - E - - - E - - - E -
-E-E
MH
MANHOLE
--- G - -- G - -- G-
G G
SIGN
m
CAUTION!
CAI I RPFORE YOU DIGI
BURIED UTILITIES EXIST IN THE AREA AND UTILITY
INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT
THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48
HOURS PRIOR TO CONSTRUCTION
1-800-424-5555 (811
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
am
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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JOB NO: 20439.20
DATE:
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SECTION 7, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
TEMPORARY EROSION CONTROL PLAN NOTES:
FOUND CASED CONC. MON W/
2-112" BRASS DISK & PUNCH.
DOWN 1.2'. VISITED 12-21-20
IE 12" CPP(E)-74.91
N 85'49'35" E 145.89' (BASIS OF BEARING)
/ _ ____
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PROTECTION ON ALL CBS 100' DOWNSTREAK4-
T ROA '
--- O
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PER DOE BMP C125 BRIC< WALL AND
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17'6 � EXISTING DRAINAGE
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a ASPHALT
USE EXISTING DRIVEWAY FOR
CONSTRUCTION ACCESS. IF
REQUIRED BY CITY INSPECTOR,
INSTALL STABILIZED
CONSTRUCTION ENTRANCE
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LIMITS OF CLEARING AND
GRADING
00594400008602
SSA
1
a EXISTING TREES NOTED
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/ /0.9 \ - ` -I' \ 4 a PROTECTION /
of FENCING, TYP
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TEMPORARY EROSION CONTROL PLAN
SCALE: 1" = 20'
ASPHALT PAVEMENT ON
SITE TO BE REMOVED ,
EXISTING SHED TO BE REMOVED
1 ,
/
00594400008601 /
/
/
/
/
/
PTO]
10 20
1. ALL DISTURBED PERVIOUS SURFACES SHALL BE AMENDED TO MEET DOE BMP T5.13.
2. 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.
3. 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.
CATCH BASIN
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
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.
REV SION DATE
CITY OF EDMONDS TEMPORARY JANUARY 2018
SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
s f t89� APPROVED BY: R. ENGLISH E R - 9 02
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
0
I
N
NATIVE BACKFILL MATERIAL
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
FABRIC
BURY BOTTOM OF FILTER
MATERIAL 8" TO 12"
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
FILTER
CITY OF EDMONDS FILTRAT
PUBLIC WORKS
DEPARTMENT
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
3RIC FENCE JANUARY 2018
J SYSTEMS
STANDARD
DETAIL
APPROVED BY: R. ENGLISH E R- 9 0 0
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
_LS
4
TH
IN
DE FULL WIDTH
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
1 100
*PROVIDE ATB OR ASPHALT
TRANSITION WHERE FRONTAGE
ROAD IS AN ARTERIAL.
LENGTH TO BE DETERMINED
BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018
ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
st 189� APPROVED 6Y R. ENGLISH ER-901
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
CITY ENGINEERING DIVISION
O C I
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
GULL 74
44. of WA&4l�
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JOB NO: 20439.20
DATE:
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NE 1 /4, SE 1 /4, SECTION 7, TOWNSHIP
CB RIM=81.09 FOUND CASED CONC. MON W/
27' x 10' x 3' GRAVEL IE 12" CPP(W)=76.39 2-1/2" BRASS DISK & PUNCH. /
IE 12" CPP(SE)=76.39
INFILTRATION TRENCH _ DOWN 1.2'. VISITED 12-21-20
- CB RIM=76.98 CB RIM=78.01 I TOP: 76.00 4 � -
79.09
APPROXIMATE LOCATION OF CITY IE (6" IN): 75.00
OF LYNNWOOD SEWER FORCE IE 12" CPP(W)=74.91 \ C3.
MAIN PER EDMONDS GIS MAP IE 12 CPP E =74.79 IE 12° CPP(E)-74.91 IE (6 OUT). 70 __-
IE 8" RCP(N)=75.19 BOT: 73.00 ------
-
85'49'35" E 145.89' (BASIS OF BEARING) _ _ _ _ _ _ _ _ _ _ _ _ _ -_ - _ -------C4 Ss
41H RIM=71.70 N 86 0'00 E 120.00' Ss
8"PVC(W=51.85 ' ----- � TALBOT ROAD
8" PVC(E)=51.95 I ,
S { 3� 5 �� ,A S SSA
I \ 21 LF- 6" PVC @ 0.5% MIN
INSTALLASPHALT \
BERM ALONG I
_ _ ss - - - - s _ _ _ I NL882p 00 E 0.3 ���_ _ DRIVEWAY EDGE '
/ APPROXIMATE
_ -ss - - - -ss LOCATION OF EXISTING '0.47
-ss - - I " 10 WATER SERVICE LINE
N DEC EC DEC I 62 LF- 6" PVC
OBSERVATION WELL I ° a° \
@ 0.5% MIN
APPROXIMATE LOCATION OF SIDE I _ /CB RIM=81.28
- =76.28
SEWER PER SIDE SEWER CARD I ': fie- co / IE 12" CPP ( N )
J a°mow 80.60
1 CONCRETE WALKWAY I ° _ TYPE I CB \
a -
1 2 ROOF AND I i PR R F ° RIM: 80.40 \
I 0 FOOTING DRAIN Ln _ J 79.92 I a` a IE (6" S): 77.90 \\
1 12" AREA DRAIN ,• ,; :, k. ' 12" YARD DRAIN 80.15 a 79 92 C3.2 C3.2 C3.2
1 2 3
I RIM: 80.25
I
1 RIM: 78.80
IE (6" E): 78.25 �..-,•- �••••-'...-'•.• 0
1 IE (6" N): 76.80 I a �° TYPE 1 CB
1 GRAVEL PAVEMENT : `• f HOUSE RIM: 79.74
1 SECTION, TYP --'� ; {. FRONT #8112 0 IE (6" SW): 75.99 1 2 3
ENTRY F.F.=80.83' a C, IE (6" NE): 75.99
80.83 C3.2 C3.2 C3.2
12" AREA DRAIN ''• Iv ' ° ° IE (6" NW): 75.89
80.90 I
1 RIM: 80.50 _
1 k 80.17
I IE (6" E): 78.00
1 IE (6" N): 78.10 p 10"x2 / o a� 00
JM CONCRETE PAVER
a DRIVEWAY W GRAVEL
° a \ ova /
oMO.
80.39 BASE COURSE PER ARCH
:.:: •': • COVERED
1 12" AREA DRAIN Z PORCH
1 RIM: 80.29 dDo \ ° 80.57
1 IE (6 E): 78.29 /
I /
1 00594400008802 :. .:
a.
-:
80.17
28 LF ^ 6" PVC @ 0.5% MIN
1 \:• 80.30
1
° o\ TYPE 1 CB
' 17. RIM: 79.90 00594400008602
80.03 IE (6" W): 76.50
)1 /) \ �f0'X2.: ° I IE (6" S): 76.50 1 2 3
80.49 \' . r:.•..... 80.30
IE (6" NE): 76.40
P•' . e�' / C3.2 C3.2 C3.2
/ 45 LF 6" PVC 80.75 $
/ @ 0.5% MIN /.:,: ' .F.°.. ^ ,' . /�\. 45 LF - 6" PVC @ 0.5% MIN
80.73 °a Xpo // a ° �° 12 AREA DRAIN
RIM:80.58
80.99 1,po a �� IE (6" W): 77.39
/ I A/ a. 80.62
/
\28" I d 80.62 CONCRETE CURB TO
/ .9' _ _ CONCRETE o MATCH EXISTING GRADE /
/ /09' \ '0'7 / SPORT COURT �a / AT PROPERTY LINEol
L 0 T AREA 80.86
/ 14"x2 <Lq�\ 32,820 SF \ //
/ l \ \ \ \ �`\ \ \ \ �\ 00594400008701 /
12
C
00594400008601 /
4400008000 �i). /
T. /
GRADING AND DRAINAGE PLAN
SCALE: 1" = 20'
PTO]
10 20
27 NORTH, RANGE 4 EAST, W.M.
GRADING AND DRAINAGE PLAN NOTES:
1. SOILS REPORTS
REPORT NUMBER: QG21-039 (INFILTRATION ADDENDUM)
PREPARED BY: QUALITY GEO, PLLC
DATED: DECEMBER 21, 2020
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. VEGETATION AFFECTED BY 8" PIPE FROM DETENTION SYSTEM SHALL BE RESTORED TO ORIGINAL CONDITION TO
THE MAXIMUM EXTENTS PRACTICABLE.
4. A MINIMUM OF 3' 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 V VERTICAL SEPARATION FROM ANY CITY OWNED LINES.
5. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVEABLE SURFACES AND 1' OF
COVER UNDER LANDSCAPE SURFACES.
GRADING QUANTITIES
TOTAL EXCAVATION (CUT) - 310 CU YDS TOTAL
EMBANKMENT (FILL) - 120 CU YDS
TOTAL 430 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
GRAVEL
CONCRETE PAVERS
NEW CONCRETE
IMPERVIOUS SURFACES
SURFACE
SURFACE AREA (SF)
STORMWATER CONTROL MEASURE
EXISTING ROOF TO REMAIN
3,896
RUNOFF ROUTED THROUGH ROOF DRAINS TO
INFILTRATION TRENCH.
NEW/REPLACED CONCRETE PAVER
4,119
RUNOFF COLLECTED IN CATCH BASINS, ROUTED TO
DRIVEWAY
INFILTRATION TRENCH.
NEW/REPLACED CONCRETE
1,356
RUNOFF COLLECTED IN AREA DRAINS/CATCH BASINS,
SURFACE
CONNECTED TO INFILTRATION TRENCH.
NEW GRAVEL SURFACE
2,619
RUNOFF COLLECTED IN AREA DRAINS/CATCH BASINS,
CONNECTED TO INFILTRATION TRENCH.
NOTE: TOTAL NEW/REPLACED IMPERVIOUS SURFACES ARE 8,094 SF,
ADDITIONAL 3,896 SF ADDED TO INFILTRATION TRENCH FROM EXISTING ROOF.
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
I�I�1
6" DOWNSPOUT TIGHTLINE TO FINISHED GRADE z
CONVEYANCE SYSTEM @ 0.5%
MIN. PLACE NEXT TO FOOTING
DRAIN OR AS SHOWN ON -
GRADING & DRAINAGE PLAN I1 I I-' ' '
a (CONTRACTOR MAY LOCATE ON 4
° EITHER SIDE OF FOOTING DRAIN) ° 0
00 0°
000-0a a a
O ° o 00
o°O °0°0 a
LINE OF MAX EXCAVATION. 00 0 a
IF SOIL IS OVEREXCAVATED O O o O° a a
REPLACE WITH LEAN MIX 0 00
0 0 a
CONCRETE
/ FOOTING
�1
1
FOOTING AND ROOF DRAT N SECTION
2 SCALE: NTS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY:
CITY ENGINEERING DIVISION
O C
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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JOB NO: 20439.20
DATE:
03/01 /2021
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NE 1/4, SE 1/4, SECTION 7, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
O 4m�llhl
SEE APPLICABLE STANDARD DETAILS
FRAME AND GRATE
5
S• gyp.
�1t * CORRUGATED POLYETHYLENE
S• STORM SEWER PIPE
/ f2" 4", 6", OR 12"
�ltN
(MEASUREMENT AT THE TOP OF THE BASE)
PRECAST BASE SECTION
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
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))
NOTES:
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
FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY
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.
8.VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2"
FROM VERTICAL EDGE OF CATCH BASIN WALL.
REV SION DATE
JANUARY 2018
CATCH BASIN TYPE I
STANDARD
DETAIL
APPROVED BY: R. ENGLISH S D— 3 0 3
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
9
co
I
0
18%24"
(+1/32", -0" TYP
9/16"
r1-1/2"
16"x22"
OPENING 3/4"
17-3/4"x23-3/4"
+1 32 -0 TYP
25"
SECTION A —A
zs"
7-7/8" 2 1/2"
1/2"
A
T,
M
3/4"
_ 16
3/4" x 2-1/4" x 1/8"
PLAN
NOTES:
CEMENT CONCRETE
CURB
PAVEMENT,
DEPTH VARIES
PRECAST
CONCRETE
RISERS
CATCH BASIN
WALL
SECTION B—B
VERTICAL CURB OR CURB AND GUTTER
IPLANTING STRIP OR SIDEWALK
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. -', .,`air
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PI AN
1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD
(ALLEN HEAD) BOLTS, 2" LONG.
2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER.
3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME.
4. MATCH CENTERLINE OF CATCH BASIN TO CURB LINE FOR TYPE 1 AND 1-L.
5. VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRINGBONE GRATES SHALL BE INSTALLED IN
ALL SAGS AND SUMPS.
6. CURB/CURB AND GUTTER AS REQUIRED BY THE CITY ENGINEER.
y REV SION DATE
STANDARD JANUARY 2018
CITY OF EDMONDS FRAME INSTALLATION
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH S D — 320
CITY OF EDMONDS STANDARD DETAIL
FOUNDARY NAME 1/2"
LETTERS RECESSED
TO BE FLUSH
7-1/4" FOR
r THIS SIDE TO CURB MACHINING CLEARANCE
THIS BAR 1" THICK
1 (TYP, 4 PLACES)
DD
Vsiwin�,'
00 BARS 1-5/a"
1-1/8" THICK THIS AREA
BAR (TYP) BARS 1-3/8"THICK THIS AREA
7/8" SLOT �` 1-3/4(TYP) (TYP)
o_ - �Vl
LEVELING PADS
1-7/8" - SEE 8-3/4" x 3/4" x 1/8"
DETAIL
TOP VIEW BELOW BOTTOM VIEW
23-3/4" rl--3/8. 17-3/4"
r1-7/16" I r2-,1
I it 21"
1/16"J �3/ f f
R=7-1 /4"I
1-3/4" —3/4"—1-3/4'
23-1/2 1-1/4"
17-1/2"
SIDE VIEW END VIEW
I r3/4„
+ ROUND
I
1-1 /2" �I —5/8" ELLIPTICAL
TANGENT BETWEEN
TWO RADII
SLOT DETAIL OPTIONAL DESIGN FOR
SEE NOTE 1 GRATE OPENINGS ENDS
NOTES:
1. SLOT FORMED AND RECESSED FOR 5/8"-11 NC X 2 SOCKET HEAD (ALLEN HEAD) BOLT.
2. GRATE SHALL BE DUCTILE IRON.
3. SHALL CONFORM TO SEC. 9-05.15 OF THE WSDOT STANDARD SPECIFICATIONS.
4. USE HERRINGBONE GRATE IN CURB LINE OF SAGS AND SUMPS.
5. USE FRAME SHOWN IN STANDARD DETAIL.
REV SION DATE
CITY OF EDMONDS PARKING LOT/ JANUARY 2018
4i AREA GRATE
PUBLIC WORKS (HERRINGBONE) STANDARD
DEPARTMENT DETAIL
s t IB9,3 APPROVED BY: R. ENGLISH SD-324
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS \ v I SCALE: NTS
NOTE:
OBSERVATION WELL SHALL CONFORM
TO WSDOT SPEC. 9-05.2(6),
n� nrrirnrw .�� ." .�".� .-� wrnri ll\AI nlnr nI"11 In1 r 1 ANf- - I^ 11 PFRP(IRATFn PVC' I INIT)FRnRAIN PIPF rinnri 1— r^nnnr
TYPICAL 10' WIDE INFILTRATION TRENCH
SCALE: NTS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
am
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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CHECK: JPU
JOB NO: 20439.20
DATE: 03/01 /2021
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