APPROVED ENG PLN STM RESUB1 BLD2021-0259+Civil_Plan+7.6.2021_6.07.05_PM+2285951SEC. 19, TWAT. 27N, RNG. 04E, 114 NE
TEMPORARY STOCKPILE
FOR TOPSOIL AND DUFF
COVER WITHIN 24 HOURS
PROPOSED ASPHAL T
23 SF
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE And downstream from 20' INGRESS,
the construction site.
EGRESS, &
INSTALL CATCH BASIN U TILI TIES
SOCKS PER ER- 902 EA SEMEN T TO
401 �,' 10 ,; 10 " 10'; 8 "C BENEFIT L 0 T 2 �
J9 8 8/C 8 C )) 99 99
4 F / _ / 9 -0111-
55", 152. 0 / x / 43
10 "C
/ J0,
x x - \-x x /
_ X x-x-7L-x-x-x x � � 8 "D T/ C � ; _
I F // , 99 99 CIS
/
30 BROW
-- - - - - -/---I^ --- -
_ _ I _ _ _ EXISTING FOOTING I DRAIN _ - - -� 6 " 0 VER L 0 WISK
XISTIN' ASPHAI� 00+5o RIS 00+00
I of op 1 01+ „ 1 E S j TOPT 385. 53 G l So /li l
I I o1+50 01 EX �° P V C Sd I �� - � ''\/
G ASPHALT SD /
I of L 0 T 2- 721 SF I // INSTALLED GAS LICE I W
I� NSTALL CA TCH BASIN
SOCK PER ER-902 , „ ` G INSTALLED 1.5 " WATE
R LINE =/00
37 - 1.5 W_
�I ------
WATER LINE
A2
411.
x
I
I I r
I
x I I 1
I EL EC TRI CIA TO
DETERMINE
TERMINA
TEMPORARY STOCKPILE I I I I TION OF
CONDUI T
FOR HARDPAN. x 1 I I I GARAGE = 401
COVER WI THIN 24 HOURS I I ___________________
PROPOSED I o
IoW
� Fi -� I SFR
FF = 402 �I C
x i 1 i LOT 2
x m I LOT AREA - 91 342
I
I 1
/ I C
ACCEPTABLE TIGHTLINE x 1 I AVERAGE EX /
MATERIAL. GRADE= 402.9
SCH 40 x 1 i BACK DECK ' I
N-12 I N I _
401.9
F810 HANCOR x 1 / L------_-__ = I W
D2
O'
EXISTING SITE FEATURES,
UTILITIES, BOUNDARY, AND
TOPOGRAPHY WERE OBTAINED
FROM SURVEY BY AXIS
SURVEY & MAPPING
1181 IN11ork11,441%ei
/ ------------
Ensure that debris from t
ALL DISTURBED AREAS TO BE
COMPOST AMENDED PER 2014 construction does not discharge
SWMMWW 2014 BMP T5.13 onto driveway and into the onsite
stormwater management system.
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
MINIMUM OF 3' HORIZONTAL
SEPARATION AND 1' VERTICAL
SEPARATION IS REQUIRED BETWEEN
DRY UTILITIES (POWER, GAS, PHONE,
CABLE, ETC.) AND SEWER, WATER
AND STORM AND 5' FROM ANY CITY
MAIN LINES.
A MINIMUM OF 2' OF COVER
UNDER DRIVEABLE
SURFACES AND V OF
COVER UNDER LANDSCAPE
AREAS FOR STORM PIPE IS
REQUIRED.
S° WA TER
` w SER yl C7 LIN, E
W
LE
1 W T IR
' I MEITER 0
P ID
I SER VICE L T h 2' -0CID CK)
I
EXIS
7NG ROCA
ERY
410
410
f8' TALL
L
L
400
5 27%
I
400
o
J Q)
o
�
J
390
0C
cz�
390
o
W
to
I
`�
EXISTING
CB
380
380
±
STA-1+1
.38
Q
VANED G
ATE
370
RIM=396.
4
370
IE=392.9
(E)
360
360
350
350
1+80 1+60 1+40 1+20 1+00
ACCESS DRIVEWAY CENTERLINE PROFILE LOT 2
_ 1" = 20' VERTICAL
@R YWEL L SSCO 1 1" = 20' HORIZONTAL
1 FbO FOOTING RIM= 400 S C2
II I l IE=395 4 S �, 391.9
DRY 1 / W
A
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.
l _400--_ �' ' - I - 7
-7 EX. SAS � \ P V I 2 SS _ 6 „ PVC / / / l
99 / I �� / 1 / I / 1 S � 387.32 l - - - -' 1 � \` �
x 8 F 1 I I I, I' / /' 1 SSCO // /
i / I Dcv✓ / Co - - - - i - _ -�- - - - l /
Ito I ---- � - -� o - I - J -- -- �_i� °' / I / Rll�-374.32
7.5 B,SB� 3 , / /' 3 ;R�sR_ , 3 T - = 3- = - ,It= 368.57
N8973'11"W 152.15'_80.50' "
26 F / / / 0HP-
10"DL
BMP C103 HIGH- VIS FENCE FILTER FABRIC ' _ � _ /� �'`°k - NP / �1°
AROUND DR YWELL
FENCE ER- 900 / / ,
ORIGINATING BENCHMARK. • SNOHOMISH COUNTY
DESIGNATION: 2704PO5
A 2" BRASS DISK SET IN CONC. 0.2' DN IN CASE
® INTX OF 76TH AVE W & 204TH ST SW
ELEVATION: 435.28 (NAVD 88)
TEMPORARY BENCHMARK: TBM A'
SET R.R. SPIKE IN SOUTH FACE OF U77LITY POLE
ELEVATION: 369.57'
XISTING SITE FEATURES AND BOUNDARY NOTE
=XISTING SITE FEATURES, UTILITIES, BOUNDARY, AND TOPOGRAPH
SERE OBTAINED FROM SURVEY BY AXIS SURVEY & MAPPING
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES
WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN
POTHOLING ALL OF THE EXISTING UTILITIES AT THEIR LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMAT70N AND ARE SUBJECT TO VARIATION.
Know what's below.
Call 811 two business days
before you dig.
HEIGHT CALCULATIONS
LOT 2
A2 =411.4
B2 =401.3
C2=391.94
D2 =407.0
AVERAGE EX GRADE =402.9
MAXIMUM HEIGHT =427.9
PROPOSED HEIGHT=425.71
AVERAGE EXISTING GRADE AND
HENCE THE POINT ELEVATIONS
AT THE FOUR CORNERS ARE
THE HISTORICAL GRADE OF THE
SITE PRIOR TO GRADING
LOT COVERAGE CALCS (357 MAX,
LOT 2 AREA =9,342 SF
LOT 2 STRUCTURAL LOT COVERAGE =2,243 SF (249)
PROPERTY BOUNDARY
-EASEMENT/GARAGE PARKING
-- - - - - - - - - - - - - - -- BUILDING SETBACK LINE
BUILDING FOOTPRINT
ROOFLINE
EDGE OF PAVEMENT/CONC.
FIRE LANE
SD - STORM
SEWER
w WATER
E POWER/CABLE/PHONE
G GAS
OVERHEAD POWER
SAWCUT
CABLE/TELEPHONE
Zone '
----------- ------
RS--- Corner
.......
' Flag i X _
Setbacks:
Required
Proposed
Side
N
7.5
38
Side
W
-----------,
' --- 7-5 ---;
24
Side
S
-----------
7.5
____
30
7.5
7.5
Side
E
----------
---
25
-
22.8
Height
:------
APPROVED BY PLANNING
Jul 27 2021
LOT 2
TO BIORETENTION
AREA = 745 SF
VICINITY MAP
N. T. S.
LEGEND:
UTILITIES INSTALLED UNDER
EXISTING: SHORT PLAT PLN2018-0050
CONCRETE MONUMENT
■ EXISTING TYPE 1 CATCH BASIN
• EXISTING SANITARY SEWER MANHOLE
® EXISTING WATER METER
O POWER POLE
OEXISTING STORMDRAIN MANHOLE
\ EXISTING SANITARY SEWER CLEANOUT
So
EXISTING STORMDRAIN CONVEYANCE PIPE
PROPOSED
N PROPOSED WATER METER
------ SILT FENCING
CLEARING LIMITS
TYPE 1 CATCH BASIN
FLOW ARROW
LOT 2 ROOFTOP
AREA = 2,673 SF
/ / I
I COMPLIES WITH APPLICABLE
LOT 2 CRUSHED LANDSCAPING I CITY STORMWATER CODE
GRAVEL AREA = 172 SF
ALLOWED IMPERVIOUS AREA FOR LOT 1 PER
2-LOT SHORT PLAT APPROVED BIORETENTION SIZE
PROJECT CONTACT LIST:
APPLICANT:
CIVIL ENGINEER:
RYKER YOUNG
DONNA L. BRESKE, P.E.
REAL PROPERTY ASSOCIATES
21 AVE. A
PHONE. (206) 930-0377
SNOHOMISH, WA 98290
EMAIL:rAerlsl-pore.com
PHONE. 206-715-9582
EMAIL: donnabreske@comcast.net
OWNER:
REAL PROPERTY FUNDING GROUP, LLC
SURVEYOR:
7500 ROOSEVEL T WAY NE
MI TCH EVANS
SEATTLE, WA 98115
AXIS SURVEY & MAPPING
15241 NE 90TH ST.
REDMOND, WA 98052
PHONE. (425) 823-5700
EMAIL: mitch@oxismaps.com
N. T. S.
SHEET INDEX:
1. SITE PLAN
Z NOTES & DETAILS
RECEIVED
Jul 07 2021
BLD2021-0259 CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
8/10/2021
r
CI.
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•
2021 CURRENT INTERNATIONAL BUILDING CODE (IBC)
-3Btfr 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
J. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSI7E 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 COND177ONS
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.
& CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING
CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES
REVISED 05.15.2017
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 OWNERS
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 GE07ECHNICAL 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 COMPAC77VE ACTIVITIES (I.E. HEAVY
EQUIPMENT, STOCKPILING).
14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON
MEDIUM DENSE TO VERY DENSE NA ITVE SOIL OR COMPACTED S7RUCTURAL
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 GE07ECHNICAL REPORT.
15. SEE SURVEY AND ARCH17EC77JRAL DRAWINGS FOR DIMENSIONS AND
LOCA7ONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR
EXISTING SITE FEATURES
16. SEE ARCH17ECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS.
FOUNDATON 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
CONSTRUCTION SEO UENCE NOTES:
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION
AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) N077CE IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
J. CALL FOR U77LITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING
DISTURBANCE OF ANY AREAS OF VEGETATON OUTSIDE THE CONSTRUCTION
ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS
ENGINEERING INSPECTOR. ALL 7EMPORARY SEDIMENTATION AND EROSION
CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY
CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL
PRAC77CES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT
VEGETA7ON IS ESTABLISHED.
6. DEMOLISH EXIS77NG STRUCTURES
7. ROUGH GRADE S17E AS REQUIRED TO INSTALL DRAINAGE FEATURES.
8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE
DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE
IMMEDIATELY AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE
STABILIZED PER EROSION CONTROL N07ES BELOW
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE
IMPROVEMENTS.
10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO
REVEGETATION OF EN77RE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY
EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL S17E
STABILIZATION AND APPROVAL BY CITY INSPECTOR.
12. INSTALL INFILTRATION TRENCH. EXCAVA77ON OF INFILTRATION AREAS
SHALL NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS. THE BMP
SHALL NOT BE MADE OPERATIONAL UNTIL ALL EROSION -CAUSING PROJECT
IMPROVEMENTS ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE
STABILIZED.
OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS
OTHERWISE APPROVED BY THE ENGINEER.
1& 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 ^EIENRON Y-SIR4 STORMWATER MANAGEMENT SYSTEM OR DISCHARGE
REVISED 05.15.2017 TO A SEPARATE SYSTEM.
20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL S17E 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 ONS17E EROSION AFTER
THE COMPLETION OF CONSTRUCTION. SEE EROSION
CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL
REQUIREMENTS.
24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT
PRIOR APPROVAL.
25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT
AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED
CONTOURS OR SPOT ELEVATIONS SHOWN.
27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM
59 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
REVISED 05.15.2017
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 OWNERS
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 957. COMPAC77ON 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 CONTINUAT70N OF
SITE U77LI TIES 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.
1 4
I -
S .
FILTERI SOCK WITH
OVER IFLOW HOLES
(NP)
c.
-a
4'-
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
CATCH BASIN
NOTES:
CATCH BASIN
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
REVISION DATE
CITY OF EDMONDS TEMPORARY JANUARY 2018
SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R- 9 0 2
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
0
I
CA
NOTES:
8
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"
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
FILTER FABRIC FENCE
FILTRATION SYSTEMS
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-900
ENGINEERING DIVISION
APPROVED AS NOTED
08/10/2021
RECEIVED
Jul 07 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT