APPROVED ENG PLN STM RESUB2 BLD2021-0895+Civil_Plan+12.27.2021_4.55.17_AM+2591942E
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LS 31976 1 /
LANDSLIDE HAZARD /
CRITICAL AREA (NO BUFFER /
AFFECTING PROJECT)
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Structural Lot Coverage
THESE ARE ARCHITECTURAL CALCULATIONS. RESPONSIBILITY IS ASSUMED BY LINWOOD
HOMES. ANY CONCERNS WITH THESE CALCULATIONS PLEASE CONTACT LINWOOD
HOMES, NOT THE CIVIL ENGINEER OF RECORD.
BUILDING & DECK
IMPERMEABLE SURFACES
MAIN FLOOR BASEMENT, BASEMENT & GARAGE/SHOP @ BASEMENT: 2697.0 SQ. FT.
COV'D ENTRY: 66.0 SQ.
FT.
COV'D DECK: 75.0 SQ.
FT.
COV'D DECK: 142.0 SQ.
FT.
DECK: 413.0 SQ.
FT.
LOT COVERAGE:
DECK/ENTRY: 696.0
SQ. FT. (4.9%)
HOUSE FOUNDATION: 2697.0
SQ. FT. (19.17�
3393.0
SQ. FT. (24%)
FLOOR SPACE RATIO:
CONDITIONED SPACE: UNCONDITIONED:
MAIN FLOOR: 2162.50 SQ. FT. MAIN GARAGE: 517.50 SO. FT.
BASEMENT: 1536.28 SQ. FT. BASEMENT
3698.78 SQ. FT. (24%) GARAGE/SHOP: 593.79 SQ. FT.
1111.29 SQ. FT. (7.9%)
\
\
CB ON EX 12" SD
MAIN PER SHEET \
C2.0 \
SS
S° / SS
/ 3 " HDPc. °
ENTION 1
ANK PER / 1
/ SF C2.0 /
Height Calcs
FOUND MONUMENT
3" SURFACE MTD BR.
SS W/CUT CROSS
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3" SURFACE MTD BR.
W/CLT CROSS
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SET REBAR � CAP S° I
/ LS 31976
,rr I I
THE NOTATION BELOW HAS BEEN PROVIDED BY LINWOOD HOMES TO ALLOW AN EASIER REVIEW OF
THE DRAWINGS & SATISFY THE REQUIREMENTS FOR A SITE PLAN OUTLINED BY THE CITY OF
EDMONDS. LINWOOD HOMES TAKES RESPONSIBILITY FOR THIS STATEMENT.
THE CITY OF EDMONDS PERMIT SUBMITTAL REQUIREMENTS FOR NEW SINGLE FAMILY RESIDENCE
DOCUMENT OUTLINES A SITE PLAN FOR THE PURPOSE OF A HEIGHT CALCULATION. THIS
CALCULATION YIELDS A DIFFERENT (HIGHER) RESULT THAN "THE EMERALD HILLS PLANNED UNIT
DEVELOPMENT DECLARATION OF CONVENANTS, CONDITIONS & RESTRICTION (RECORDED JAN. 1,
1970 ." WE BELIEVE THE CONVENANT'S ARTICLE X "PRESERVATION OF VIEW RIGHTS & HEIGHT
RESTRICTIONS" TAKES PRECEDENCE (IT IS A MORE RESTRICTIVE RESULT).
SEE SHEET 4 OF THE BLDG PLANS FOR CONVENANT EXCERPT & ELEVATIONS SHOWING HEIGHTS.
EMERALD HILLS COVENANT MAXIMUM HEIGHT = 395.0' (17' ABOVE TOP OF CURB)
CITY OF EDMONDS ALLOWABLE HEIGHT CALCULATION:
POINT SURVEYED ELEV
A 364.5
B 375.0
C 360.8
D 377.2
ALLOWABLE HEIGHT PER EDMONDS FORM #1373:
(364.5+375.0+360.8+377.2)/4 = 369.38 + 25 = 394.38'
DESIGNED MAX RIDGE HEIGHT = 392.36'
..V SDMH
RIM=373.98 �8I
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CONNECTION
BY Pg
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LS 3 976
co
co
Zt
j
10 0 10
SCALE: 1 " = 10'
Datum
NAVD 88
ELEVATIONS PROVIDED HAVE BEEN SURVEYED USING NAVD 88 DATUM
Section, Township, Range
NE 1 /4, SE 1 /4 SECTION 26, TOWNSHIP 27 N, RANGE 3E, WM
Parcel Number
00423000005300
Lot Area, Slope
14,127 SF
AVERAGE SLOPE: ±35%
Setbacks
SETBACKS ARE NOTED AS THE MORE RESTRICTIVE OF THE CITY
OF EDMONDS RS-12 ZONING (COE) OR THE EMERALD HILLS
PRD (EH PRD)
Property Owner
SUE EASTMAN KING AND GERALD KING
8433 SE 62ND ST
MERCER ISLAND, WA 98040
Legend
0
AREA DRAIN
PATIO DRAIN
-----
CB TYPE 1 PER COE STD
i1
DET SD-303
CB TYPE 2 FLOW
CONTROL STRUCTURE
0
SD OR SS CLEANOUT
- -- -- -- --
PVC STORM DRAIN 4" @ 2% MIN
- -
PVC STORM DRAIN 6" & UP
PERF UNDER -DRAIN/
FOOTING DRAIN
6" SANITARY SIDE SEWER PVC
SDR 35 W/ GASKETED FITTINGS
- -
WATER SERVICE LINE
- - -
ELECTRICAL SERVICE LINE
- - -
TELECOM SERVICE LINE
GAS SERVICE LINE
RETAINING WALL
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.
APPROVED BY PLANNING
� Emerald Hills PRD
'�wFile PLN 1969-00001
Jan 13 2022 Lot 35
Zone
RS-12 Corner
X Flag
Setbacks: Required
Proposed
-----------
Front
25
N :__._-
25
Front
' 30
E :_______
32.4
Side
----------;
W 10
.--------
30
7-- '
- 10
Side
S -
5
2-----
22.9
Height
--------$
OMPLIES WITH APPLICABL
CITY STORMWATER CODE
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 1 /21 /2022
BY: �lx..•
CITY ENGINEERING DIVISION
�-i r_`ic•I:i0
ENGINEERING
CIVIL SITE DESIGN
PO Box 171
Edmonds, WA 98020
206.419.0873
7/8/21
Call Before
You Dig!
811
Rev # Date Description
Sta10 Project #:
21 01 3
Submittal:
Permit
Eastman King
Residence
131 Skyline Dr
Edmonds, WA 98020
Owners:
Sue Eastman King
and Gerald King
Design:
Site Plan
RESUB
Dec 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Sheet: BLD2021-0895
C0,0
RIM=345.48J I I
'RCP(E)IE=343.13
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OF ROJECT TO USE W/CUT CROSS 3" SURFACE MTD BR.
/FOR SEDIMENT / s Ss W/CUT CROSS
GRAVEL I I I I l / / / SETTLING, OR PAS
BAKER TANK
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General Notes (COE)
LS 3 fEd I ION C4.0
ICE STD
DET E -902
(TYP)
C TCH BA IN
RI =376.5
12RCP IE 372.811
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LS 3 1976
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cn -
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00
10 0 10
SCALE: 1 " = 10'
Datum
NAVD 88
Section, Township, Range
NE 1 /4, SE 1 /4 SECTION 26, TOWNSHIP 27 N, RANGE 3E, WM
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
Legend
® REMOVE CONCRETE
CATCH BASIN PROTECTION o 0 0 0 0
0 0 0 0 o PAVEMENT/SIDEWALK
STRAW WATTLE
REMOVE CURB
FILTER FABRIC FENCE
REMOVE ASPHALT PAVEMENT
TEMP STABILIZED
CONSTRUCTION ENTRANCE
SAWCUT PAVEMENT
Notes
1. SEE BELOW FOR GENERAL NOTES.
2. MAINTAIN/RELOCATE TESC MEASURES AND PROVIDE ADDITIONAL TESC MEASURES AS REQUIRED TO STABILIZE EXPOSED
SOILS, MINIMIZE SEDIMENT TRANSPORT ON SITE, AND MEET ALL SITE DISCHARGE AND PERMIT REQUIREMENTS.
ADDITIONAL FACILITIES BEYOND THOSE INDICATED ON THIS PLAN MAY BE REQUIRED, AND IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE AND PROVIDE ADDITIONAL MEASURES THAT ARE NECESSITATED DUE TO THEIR OPERATIONS
AND SEQUENCING OF THE WORK. REMOVE ALL TESC MEASURES FOLLOWING SITE STABILIZATION WITH FINAL PAVING AND
LANDSCAPING.
3. NOT ALL REQUIRED CB PROTECTION IS INDICATED ON THIS PLAN. INSTALL CB PROTECTION IN ALL EX CATCH BASINS
DOWNSTREAM OF THE SITE AND ALL INSTALLED CATCH BASINS. MAINTAIN PROTECTION UNTIL TRIBUTARY SURFACES ARE
STABILIZED.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM
AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE.
FIELD VERIFY LOCATION AND DEPTH OF ALL UTILITIES IN AREA OF EXCAVATION AND NOTIFY ENGINEER OF ANY
DISCREPANCIES TWO WEEKS PRIOR TO PERFORMING ANY TEMP. SHORING OR EXCAVATION WORK.
5. COORDINATE ALL UTILITY INTERRUPTIONS WITH AFFECTED FACILITY OWNERS. PROVIDE MINIMUM 2 WEEKS ADVANCE NOTICE
OF SERVICE INTERRUPTIONS. SEE ALSO COE GENERAL NOTE #29.
6. COMPLY WITH CITY OF EDMONDS TESC REQUIREMENTS, AND PROCURE ANY PERMITS AND REQUIRED APPROVALS FROM
AHJ FOR CONSTRUCTION DEWATERING/STORMWATER DISCHARGES. DESIGN AND PROVIDE ADDITIONAL TEMPORARY STORAGE
AND WATER QUALITY TREATMENT, INCLUDING BUT NOT LIMITED TO PRETREATMENT AND STORAGE TANKS, SAND
FILTRATION, CHEMICAL TREATMENT SYSTEMS, PIPING, AND/OR PUMPS, AS REQUIRED. DETERMINE THE NUMBER, TYPE
AND LOCATION OF TREATMENT SYSTEMS IN ACCORDANCE WITH CONTRACTORS' OPERATIONS.
7. PROVIDE SUMPS, PUMPS, STORMWATER TREATMENT SYSTEMS AND INTERCEPTOR SWALES NECESSARY FOR DEWATERING.
DETERMINE THE NUMBER, LOCATIONS, AND SIZE OF TEMPORARY SUMPS, PUMPS AND SWALES IN ACCORDANCE WITH
CONTRACTORS' OPERATIONS.
8. REMOVE ALL TEMPORARY PIPING AND CAP OR PLUG ALL TEMPORARY PIPE CONNECTIONS UPON TERMINATION OF USE.
9. COORDINATE ALL UTILITY DEMOLITION WITH CONSTRUCTION OF NEW SYSTEMS. TEMPORARILY MAINTAIN EXISTING UTILITY
SYSTEMS AS REQUIRED TO CONVEY FLOWS FROM PORTIONS OF SITE OUTSIDE CONSTRUCTION AREAS AND PROVIDE
TEMPORARY BYPASS AND PUMPING SYSTEMS AS REQUIRED BY CONTRACTOR'S OPERATIONS AND OWNER'S USE OF
FACILITIES.
10. PROVIDE ALL REQUIRED MONITORING, TESTING, REPORTING, AND ALL OTHER COMPLIANCE MEASURES AS NECESSARY TO
MEET PROJECT PERMIT COVERAGE REQUIREMENTS.
11. ADDITIONAL EROSION CONTROL MAY BE REQUIRED BY THE CLEARING AND GRADING INSPECTOR.
12. AMEND SOIL IN ALL DISTURBED AREAS PER 2014 SWWMM BMP T5.13. ON SLOPES STEEPER THAN 3:1, PROVIDE
GROUNDCOVER MULCH AND PLANTINGS TO STABILIZE THE FINISHED SURFACE. SUPPLEMENT WITH STRAW WATTLES AS
REQUIRED, TO MITIGATE SHEET FLOW RUNOFF.
13. 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.
14. COVER TEMPORARY SLOPES AN SOIL STOCKPILES WITH PLASTIC SHEETING WHEN WORK IS NOT TAKING PLACE. UTILIZE
SANDBAGS AND/OR OTHER MEANS TO HOLD PLASTIC IN PLACE.
15. IF REQUIRED DURING PERIODS OF EXCESSIVELY WET WEATHER, EXCAVATE A TEMPORARY SEDIMENT POND AND/OR PUMP
RUNOFF INTO A BAKER TANK (OR SIMILAR).
16. COVER BARE SOILS WITH STRAW AND ROCK (W/ WATTLES IN SLOPE AREAS) TO PREVENT SHEET FLOW WHEN WORK IS
NOT TAKING PLACE.
17. IF EROSION RESULTS IN SEDIMENT BUILD-UP AT THE SILT FENCES, IT SHOULD BE REMOVED, AND THE SOURCES OF
THE EROSION MUST BE MITIGATED AS SOON AS POSSIBLE.
1.
ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS
8.
CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE
19.
ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE
29.
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER
STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE
UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO
SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM.
SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS.
LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
CONSTRUCTION.
CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
20.
CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE
APPROVAL FROM THE FIRE MARSHAL.
- WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (CURRENT
9•
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING
IMPROVEMENTS INDICATED ON THESE DRAWINGS.
EDITION)
WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.
21.
A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO
30.
COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE
INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET
10.
PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS.
FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE
EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES
SOUND BASIN (CURRENT EDITION)
BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO
GOVERNING SAID UTILITIES.
11.
CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL
JEFF.KOBLYNEDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY
2.
STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS
THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED
THEREAFTER.
31.
ALL UTILITIES SHALL BE PLACED UNDERGROUND.
STANDARD DETAILS, UNLESS NOTED OTHERWISE
IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
22.
AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE
32.
EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE
3.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN
12.
STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE
EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS
REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S
PROGRESS.
PROJECT GEOTECHNICAL REPORT.
AND STANDARDS.
REPRESENTATIVE PRIOR TO BACKFILLING.
4.
DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL
13.
SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE
23.
ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER
33.
NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED,
GOVERNING AUTHORITY.
PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY
ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF
LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S
5.
CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT"
EQUIPMENT, STOCKPILING).
CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL
REPRESENTATIVE AND CITY.
DRAWINGS AND SHALL SUMMARIZE ALL AS- BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS
REQUIREMENTS.
FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT
14.
MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE
34.
FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE.
DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING
NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC
24.
THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF
OCCUPANCY/FINAL PROJECT APPROVAL.
MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL
THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
35.
TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%.
FILL PER GEOTECHNICAL REPORT.
COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING.
25.
THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK
6.
ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
15.
SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED
MATERIALS ARE REQUIRED.
36.
WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC
7.
THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY
AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES.
26.
SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT
FOAM AS A CUSHION BETWEEN THE UTILITIES.
OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE
16.
SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE
ELEVATIONS SHOWN.
37.
SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE
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
INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM
27.
FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM
BUILDING.
WHERE INDICATED ON THE PLANS
FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY
DISTANCE OF 10 FEET.
38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK.
THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND
17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO
CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW
INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING
AND BRACING AS
39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM.
UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE
NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES
AND OTHER
EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED
18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL
EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND
OR CAVING
40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR
IMMEDIATELY OF CONFLICTS THAT ARISE.
BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE.
EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING
AND BRACING, AS
APPROVAL PRIOR TO INSTALLATION.
REQUIRED.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 1 /21 /2022
BY:
r�-*1111 1r___ 11-1: 10
ENGINEERING
CIVIL SITE DESIGN
PO Box 171
Edmonds, WA 98020
206.419.0873
S. HAT2
of WAS
41
Call Before
You Dig!
811
Rev # Date Description
Sta10 Project #:
21 01 3
Submittal:
Permit
Eastman King
Residence
131 Skyline Dr
Edmonds, WA 98020
Owners:
Sue Eastman King
and Gerald King
Design:
TESC and
Site CtfU&5:i§
Ram
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Sheet: BLD2021-0895
C1,0
CITY ENGINEERING DIVISION
�-i r_` 11.1,90
ENGINEERING
SET
CATCH BASIN) I
RIM=345.48 I
'RCP(E)IE=343.13
Maintain a minimum
of 3' of clearance
around the sewer
cleanout to allow for
maintenance and
access to the
cleanout.
E
Lp
0
s
s
R & aCAPLS
/
/
9 LI
�_J U
2
SECTION
I I / DET 1
II
MAXIMUM DRIVEWAY SLOPE
\ ALLOWED 14%
I
SSMH \
RIM=350.45
IE=342.15 \
Iss
/ CB #3.0 ON EX 12" ` I
-DS� /1.5% SD MAIN ` ACCEPTABLE TIGHTLINE
Y TRENC11� / ss RIM 355.00 MATERIAL:
COE STD 50.23 (12) \ SDR 35
400 (TYP) / r,, _ \ SCH 40
N-12
/ SS F810 HANCOR
/ 2.Qy W/ VANED
c)
CONNECT FD 1 �� �.f GRATE
DOWNSTREAM OF r� RIM 3�4.75 / \ FOUND MONUMENTIle
DETENTION SYSTEM I I IE 350 70 (8") 3" SURFACE MTD BR FOUND MID NUMENT
U)
IE 3�0.37 (12") / / � � w/cur cRoss
3" SURFACE MTD BR.
I I SS W/CU CROSS
I I
OCONTROL
AVEL #1.0 FLOW WUCTURE
I RIM 356.30 I / 1/ 16 LF 8 SD \ / CONNECT A ST 1' 1 SS
RISER OVfj`RFL W 353.94 I �/ \ @ 1.5% / ABOVE $PRINGLINE so v i
IE 350.94 (8") I I WC V USING FLEXIBLE I
IE 350.94 (36") I I I ` CONNMTOR
PROVIDE TRA CONTROL I� - o 0
I REANRffMiPO RfLr
SSCO W 112" LAMPHOLE I ��:��_�`� / / �' � / 7
/ I/ I / / y\ 72,/ I ft081A CURB LANE FOR I I SDMH s
COVER W/ 1/2� HEX BOLTS V I / SO ,��q �Ti��Iy I DET TANK EXCAVATION I I I RIM-373.98 I S
AND A CONCRETE' COLLAR i /� / / 3, �72o F�SF / I so (N)IE=369.3J
RIM 353.95 I� I / / y�pF 20�8�'N _
I SSMH
SET BR SS DISK \ R M 377.22
NEW SS LATERAL I I _ /
b
NECTION TO TOP OF SS II - - - - -I I LS 319 6 IE=366.97
k � MAIN PER COE ISTD DET I I \ / // / TRENCH 1 � T SS-202 I I I I I L� _ \ / \ DRAIN #2 C4.1
IE 342.7f (6 �S MAIN) I I
FIELD VERIFY SS MAIN IE I I I �l \ I
MIN 2 WKS f�RIOR I I \ / I� 0
CONStR ION I I1q.0' I I SANI - /- - - - - /� , \. /
S �ER MENT I 1' / ♦ \ - - �i�
SS EIASEMENT I I I I I I I I ® 7, _ - HANDICAP
AFN #IL 135318 I I I y - I \` i I,
AREA DR IN #3 I
11m 65.17 i I I t I All //
IE 3 3.0 (6) I I I II 1 I I I III II CONNECV�O 78 LF 6" SD 1
I I FOOTING DRAIN I � � , � t� � 2% MIN 1
\ \ 50 LF2� I MIN
I III - - - I \ CONNECT TO BUIL�ING -- - - - - - _
I I I + I 0 I \ WASTEWATER SYST M. SEWER-
< I I 1 \ + i \ CO PER\ COE STD DET SS-200 IAlI
I AREA DRAIN ' 2 ® \ \ RIM 365�0 `I - - --- --- -•--•- 1
o I IE 3� .43 76o I I \ I - \\ I \ - • \ \\ IE 360.00\ (6")
\ (�\) I \\ I \ I I \\ \ I \ \CONCEPT 6 LOCATIONS
LF 6 I 1 \ I I \ S�IOWN. CO(�RD W/ GOTTER
S 16 1.5% \ I\ I \ \ I I DEIGN AND ADJUST/AdD 1 I I I 1 I CoNc. /
I I \ I \ I \ I\ 1 \ I }DOTING 3 DS CONNECTId S AS 34�-
I D AIN C4.1 NEC�SSARY (T P) \ \ I I I �' 1.5" PE WATER
\ \ �y \ I SERVICE
( ) \ \ \ \ i I 1 / z
1F31 Skyline Dr \ � � I.
IFFE \C 77.50 \ II �' 1 w N
L - Bsmt FIFE 367.60,CN
---I-
I I I \ I \ I I \ RO \ CONNECT TO BUILDING \ -7
OVE HANG \ WATER/FIE SYSTEM \I AR]Ik DRAIN
(TYP i I I TRIM 376.70\
N I I II I I® I I I IE A74.00 (4) \ I\ I I
`� I I II I I \
II II I II I II I I \\ \\\ \ \ \ TRENCH c41
.1JODRAT DRAIN #1
7.
RIM
AREA #1 IE/363.59 (4")
fQ�ATION�MI
67.20 S G PER PSE
APPROX GAS ELECIIE 3 51 6")
I I \ METER PC I I SVC 1
I
II ll I I Ij I ICI
_ I
Tp
/ I CONNECT WALL I I
I II J
DRAIN (TYP) I I
SET REBAR - - / 1 - - -
& CAP / - #
LS 31976 I o o RIM 365.59 _ _ - o c• ( LEANO 2 I
IE 363.59 (4") 9.28' I C .19'
I I
/ o ROCK WALL l l r
I I / V)
I/
I I
I I
I 1
I 1
SET 3RASS DISK
LS 3 1976
CATCH BASIN
RI I A 6.513
1 FRCP IE 372.811
W
(N
CD
/ N I
/
- 1 WATER IllIETER R 1
C E STD ET WA-130 c4.2
FOR IRRIGATIONII
KFLOW
SEMBLY
C
GAS S
C
�
I CONN
TION I
W
CD
M
ET RASS [ISK
LS 3 976 -
Cn
Cn
I
Of
ZE
Z_
FEM
10 0 10
SCALE: 1 " = 10'
Datum
NAVD 88
Section, Township, Range
NE 1/4, SE 1/4 SECTION 26, TOWNSHIP 27 N, RANGE 3E, WM
Legend
AREA DRAIN PERF UNDER -DRAIN/
0 PATIO DRAIN FOOTING DRAIN
6" SANITARY SIDE SEWER PVC
---- CB TYPE 1 PER COE Si SDR 35 W/ GASKETED FITTINGS
'I DET SD-303
WATER SERVICE LINE
CB TYPE 2 FLOW
< CONTROL STRUCTURE - - - ELECTRICAL SERVICE LINE
- - - TELECOM SERVICE LINE
6 SD OR SS CLEANOUT
- -- -- -- -- PVC STORM DRAIN 4" @ 2% MIN GAS SERVICE LINE
RETAINING WALL
- - PVC STORM DRAIN 6" & UP
Notes
1. SEE SHEET C1.0 FOR GENERAL NOTES.
2. SEE COE STD DET GU-400 FOR TYPICAL ROW TRENCH SECTION, DETAIL 2/C4.2.
3. VERIFY LOCATION AND INVERTS OF ALL EX SYSTEMS AT PROPOSED POCs TO NEW LINES PRIOR TO CONSTRUCTION
OF ANY NEW PIPING, AND NOTIFY ENGINEER OF ANY DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO
STARTING PIPE LAYING OPERATIONS.
4. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. PROVIDE TEMPORARY SERVICES AND ALL BYPASS
SYSTEMS, INCLUDING PUMPING, AS NECESSARY TO ACCOMPLISH NEW CONSTRUCTION AND MINIMIZE SERVICE
INTERRUPTIONS.
5. PLACE STORM DRAINS AND SANITARY SEWERS AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE OF 50%
UNLESS NOTED OTHERWISE.
6. COORDINATE BLDG SYSTEM CONNECTION LOCATIONS AND IEs W/ MECH/PLUMBING CONTRACTOR. PROVIDE ALL
REQUIRED FITTINGS FOR CONNECTION.
7. COORDINATE ALL UTILITY INTERRUPTIONS W/ AFFECTED FACILITY OWNERS. PROVIDE MIN 2 WEEKS ADVANCE NOTICE
OF ANY SERVICE INTERRUPTION. SEE ALSO COE GENERAL NOTE #29.
8. CONFIRM THAT ALL UNDERGROUND UTILITY SYSTEMS ARE INSTALLED AND FUNCTIONAL PRIOR TO PAVING.
9. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM
AS A CUSHION BETWEEN THE UTILITIES.
10. ADJUST ALL NEW AND EX UTILITY CASTINGS TO FINAL FINISHED GRADE PRIOR TO FINAL PAVING/PLANTING.
11. TAKE THE NECESSARY PRECAUTIONS DURING TRENCH EXCAVATION TO PROTECT EXISTING UTILITIES FROM
DAMAGE AND SETTLEMENT.
12. PROVIDE 2.5' MIN COVER OVER ALL WATER LINES, UNLESS NOTED OTHERWISE.
13. PROVIDE HERRINGBONE GRATES ON ALL CBs UNLESS NOTED OTHERWISE.
14. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVABLE SURFACES AND 1' OF
COVER UNDER LANDSCAPED AREAS.
15. IF THE RIM TO IE EXCEEDS 5' THEN A TYPE II MANHOLE WILL BE REQUIRED.
16. A MINIMUM OF 3' HORIZONTAL SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE,
CABLE, ETC.) AND SEWER, WATER, AND STORM AND 5' FROM ANY CITY MAIN LINES.
Construction Sequence (COE)
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326.
TWO DAY (48 FIR) NOTICE IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
3. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF
VEGETATION OUTSIDE THE CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS ENGINEERING INSPECTOR. ALL
TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO
ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES
SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
6. DEMOLISH EXISTING STRUCTURES
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE DISTURBED AREAS NOT SUBJECT TO
ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE
STABILIZED PER EROSION CONTROL NOTES BELOW
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS.
10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL
BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 1 /21 /2022
BY:
CIVIL SITE DESIGN
PO Box 171
Edmonds, WA 98020
206.419.0873
7/8/21
Call Before
You Dig!
811
Rev # Date Description
Stoll Project #:
__________ ......__ 21013
Submittal:
Permit
Eastman King
Residence
131 Skyline Dr
Edmonds, WA 98020
Owners:
Sue Eastman King
and Gerald King
Design:
Drainage
and LiVgUB
Pdan21
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Sheet: BLD2021-0895
C2nO
CITY ENGINEERING DIVISION
�-i r_` 11.1,90
ENGINEERING
CIVIL SITE DESIGN
PO Box 171
Edmonds, WA 98020
206.419.0873
N
0
N
SD
I/
I/
CATCH BASIN I
RIM=345.48
:"RCP(E)IE=343.13
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SSMH \ \
BRIM342.155
IE=342.1\
\
r, \
/
SS
CONN CTIOWTO, 12" \ SS
PUBLIC STORM DRAIN
DETENTION
/ ` \ TANK k/ 1
tv
I r I I
GEOTECH T�ST PIT 1
APPROX I_OC (SEE I 1
GEOTECH REPORT)
I I
I II
I I I
I I I
I I \
I I I I I
1= I I I
I I I
I
I I
I \ \
I �
I I
I I 1
I I \
I II
I II I
I I I
I I I I
I I
I � I
I I fit I
I I 1 I
I N
N I I
I 1
I I I
I I .
I / �
I
I
I
I
I
I
I
I
I
I
I
I
I I
I
I
I
I
I
I
I
SDMH
RIM=373.98 SS
(W)IE=369.481
(N)IE=369.3i
I
0
I
V)
SSMH
SITE DIST RBANCE EIM366.97 2
AREA (TYP)
I I
I Cn
d I I
d.: C TCH BA IN
RI —376.5
12"RCP IE 372.811
0
'I
d
Cf)
W
co
N
C,
N
9
R
^/w/c//�
i
'%//////////J %////////////%
10 0 10
SCALE: 1" = 10'
Datum
NAVD 88
Section, Township, Range
NE 1 /4, SE 1 /4 SECTION 26, TOWNSHIP 27 N, RANGE 3E, WM
Legend
SURFACE 1: BLDG ROOF AREA
E::11 AREA: 3,513 SF
L SURFACE 2: NON —ROOF AREA, NON—PGIS
HARDSCAPE
L U AREA: 899 SF
LLSURFACE 3: NON —ROOF AREA, PGIS
AREA: 1,413 SF
IMPERVIOUS SURFACE AREA COLLECTED
AND ROUTED TO DETENTION TANK:
AREA: 5,089 SF
Notes
TOTAL LOT AREA: 14,127 SF
DISTURBANCE AREA: 13,580 SF
NEW/REPLACED IMPERVIOUS: 5,825 SF
AVERAGE SLOPE: 35%
ESTIMATED INFILTRATION RATE: 0.0 IN/HR
NRCS SOIL GROUP: ALDERWOO D —EVERETT
GRAVELLY SANDY LOAMS, 25-70% SLOPES
(GLACIAL TILL PER GEOTECH REPORT)
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 1 /21 /2022
BY:
CITY ENGINEERING DIVISION
7/8/21
Call Before
You Dig!
811
Rev # Date Description
Sta10 Project #:
__________ ......__ 21013
Submittal:
Permit
Eastman King
Residence
131 Skyline Dr
Edmonds, WA 98020
Owners:
Sue Eastman King
and Gerald King
Impervious
Surf qCEgft
F?dan21
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Sheet: BLD2021-0895
C201
SET R & CAP SSMH
/ LS 976 / RIM=350.45
I E=342.15 \
/ /t
SS See Note # 14 for fina oration
requirements. Prior to any firiaL,
asphalt work, an inspection is
required to determine the limits of
restoration.
� Ss
SS /
FOUND MONUMENT 0
3" SURFACE MTD BR. / FOUND M NUMENT
3" SURFACE MTD BR.
SS W/CUT CROSS W/CU TCROSS
II I
GRAVELI,,SS
cNnl i )IV
/�SO v , -
� >f3.5' DR Y I
PPROACH TYP R 8- SS o
OE SSTiD F09AITR 45\P 1 - -
1 LS 31976 I SDMH
362.90 .'�. RIM=373.98 I SS
BW -369.48
TW
�P44.80 / I /TW 360.80 \ �,,/2 2Fq I (N)IE=369.3J
BW 360.80 Sp I
CONC BLOCK WALL PER SSMH
B 5.80 l' I STRUCTURAL DWGS (TYP) - I SET BR S DISK RIM=377.22
I.'
./365.60, ~' I LS 319% IE=366.97
The entire / ��� �o�
retaining wall I i- T I
(footings, I I I I e� / PR ECT EX
I 365.38 / TW 365.38
y• ADA RAMP
drainage, wall, I I I I BW 361.00 BW 365.00 -TW' 368.00 I / 31/ / I �
etc. shall be I BW 368.40
I l % '
VER 13 T / /\ \ \ TW .368.Q9 374
located on the I I SANI q/ _/ ,i. • .
subject site and I I I I 1 I BW 365:72',
not within any I I I I I I 3�5.17 365.60// /oc� 36f .. ' • . ' • . X'. / \� \/ / / HANDICAP
easements or the I I I I
368- -
cTW ,00 TW 3 y.0�
City right-of-way! .85 BWj368.20 / y
365.71
I I I I \ II QI
I I TW 365.3$ I I 8 1 365.80
I I I BW 361.0 I I a�. ( BSMT LEVEL TW' 7 .00
\ I I I I 36583 I GARAGE FF P W 368.20 1
.
�365.34 II \ \ 365.85 / � � I
I \ I BS 365.83 \VPAVERS PER /
I \\ I I I III \\ \ \TS 367.38 LANDSCAPE TW 376.00
BW !- -1N 367.38 \/ - .00 J .BJ 361.00 DWGS (TYP) BW 376.00
° �/•� I
/
! oN I I \cnY I\ � \ !67.30
°I 67.48
I I
367.51\ I • \ \ / - -
TW 3P4.8b
\ I \ \
BW 3 1.5q ° 367.58
I
\76%.9/3711.00
377.35 TS 378.05
.. II ° a z
.° a BS377.05
131 Skyline Dr 377:48 LJ
as
° CIO
a
I I
TYPICAL HMA AND UTILITY 7
367. 2 FFE 377.50 d a
5 CONC `� I 1 I 367.45 4 377.41 378.6t ( ATCH EX) PATCH PER OE STD DET C4.2
Bsmt FFE 367.E 377.0 TC 378.5 (MATCH X) GU-41Q TY
C4.0 SIDEWALK \ I I \ \ ° I\ °. \ ° a ° 377.04 I BC 378.11 ( )
(TYP) \ I \ \ °° °a 367.55 \ \ d I / I a 6 CONC PVMT
I C4.0 I (N�
\ \.
; \ \ \� I \ \ 376.70
°
II \ \ \ \ \ I \ \ I--1------I- °
CbNC BLOCK I \ \ \ a ° I ROOF
\ 3�7.12 377.39
I RET WALL \\\ \ ° .I, \I ° OVERHAN61 I \ I \
(TYP) I I 36T.2o ° \ ° . (TYP) I I I I \\ .377:10 '. ' S.5%' . ' I • .378:52
I 367.32 367.40 I I \
MAN LEVEL 1
`, ROX.. LOCATION'.
I I I 36TA 365.�4 / I \ GAf�AGE FF ! OF. GAj'MAIN I•P.ER• 'PSE
I tW 367.38 I W 361�0 o d.. ROCKERY 7 \ 377.1 s I I . '
TW 3 0 80 W 361.00 36 85 I I'
BW 355.$ I IN 3g5.6 - � � a - ' a � (TYP) C4.0 � I
BW 361.00 I % I
I I 3A.75 TIW 373.87 h, ' , ' •I l
I I I TW 36 .80 BW 36TW 5.00 365.59 305.73 I BW 373.37 I 377.14 ff 37$;30•
TW 35 $$10 BW 3 5.00 / ° I I BST3658556 TS1373.33 I TS 377�10 IL' I �71%' ` 1 378.95
BW 349.00 I I / / / ° BS 69.62 BS 373.9 . I . '• .
/ °
cn I I� ° _ ° II 377; }0• •I f . ' TW 379.20 f \. /�
365.59 ° d °. TW] 377.50. :. C. ' BW 378.32E . .� 1 .
II TW 3 4.80 TW 360.8 TW 3 5.64 / I \ PW. 37d•20 .377.15 I' f
I I I BW 54.80 / BW/ BW Al 00 /TW 365.64 365.75 \ � cN w \ � w w 177.25 I • '398,40
I / / BW 364.00 / � \ oV V rrQ CA
�1� I
I
-
-
SET EBAR /
- - - -
& CAP / - TW 366.00
TW 369.50
1
1
74.80
LS 31976 I Ca Q BW 365.60
AW 367.20 TW
372. 0
373(50
/
BW
9.28'
0
}
BW 66. 0
/
I 7
.20
< TW 377
16
/
M /
W 7.
l BW 37f 0
o ROCK WALL
R
2 CONC RET WALL
c3.o (FILL) TYP
I
I
o
0
X-SECTION
Construction of rockeries is prohibited within
the City of Edmonds under certain
circumstances and in certain situations.
Refer to ECDC 18.40.020 for information. PROP
LINE
rr AT nonnncrn
ROCKERY TYPICAL X-SECTION
NTS
PROPOSED
SURFACING PER
PLAN
0
° ao
°000°°goo o.
PROP
LINE
I
TW 37 .50 I'� 378.00 TW 379.20
W 377.20 � 377.75 I BW 378.45
W
8.19 \TW 379.00
BW 378.15
\ I
3 1 CONC RET WALL
C3.0 (CUT) TYP
X-SECTION
The entire retaining wall (footings,
drainage, wall, etc.) shall be
located on the subject site and not
within any easements or the City
right-of-way.
PROPOSED
SURFACING PER
PLAN
EX GRADE ON
NEIGHBOR'S
PROPERTY
CONC RET WALL (FILL) TYP X-SECTION
NTS
SET 3RASS b1SK
LS 3 976
l
�C TCH BASIN
RI =376.513
12�" RCP IE 372.811
L
w
I
/ I
/ ADDITIONAL SID ALK
/ REMOVAL/REPLA EMENT
" MAY BE REQUIR D.
/ SEE NOTE 11 ( P)
/(MA CH EX) `
I
CURB & UTTER PER 6
COE STD DET TR-520 c4.2
(TYP)
TC 578.65
BC 378.26
TC 78.44
BC 78.40
20' DRIVEWAY APPROACH 5
TYPE 1 PER COE STD c4.2
DET TR-541
W
TC 7
BC 78.93
C c379.32
BC - 8.92
u
cn -
CON SIDE W LK PER 8
COE STD D TR-531 C4.o
I
CA
i
i & SIDEWALK FORM
'ECTIONS REQUIRED
PROP
LINE/ESMT
LINE
I
rV nnAnr MI
e Note # 14 for
31 restoration
luirements. Prior
any final asphalt
rk, an inspection is
,..4uired to determine
the limits of
restoration.
CONC RET WALL (CUT) TYP X-SECTION
NTS
10 0 10
h^5
SCALE: 1 " = 10'
Datum
NAVD 88
Section, Township, Range
NE 1 /4, SE 1 /4
SECTION 26, TOWNSHIP 27 N, RANGE 3E, WM
Legend
°..a
CONCRETE PAVEMENT/SIDEWALK
RETAINING WALL
CXCG1Q
ROCKERY
ASPHALT PAVEMENT RESTORATION
CONCRETE DRIVEWAY PAVEMENT
Notes
1. SEE SHEET C1.0 FOR GENERAL NOTES.
2. PERFORM SUBGRADE PREPARATION IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OF GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT.
3. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING
MATERIALS.
4. GRADE ALL AREAS TO PROVIDE DRAINAGE AWAY FROM THE BUILDING.
5. SLOPE TOP OF WALL BETWEEN TW POINTS CALLED OUT ON THE DRAWINGS.
6. COORDINATE GRADING AROUND BUILDING WITH ARCHITECTURAL & LANDSCAPE DWGS. NOTIFY
ENGINEER OF ANY DISCREPANCIES.
7. COORDINATE AND VERIFY LAYOUT OF ALL NEW WALKWAYS WITH OWNER PRIOR TO SETTING FORMS OR
PERFORMING ANY PREPARATION OR INSTALLATION WORK.
8. FINE GRADE AREAS TO DIRECT DRAINAGE TO DRAINAGE COLLECTION STRUCTURES.
9. ADJUST ALL NEW AND EX UTILITY CASTINGS TO FINAL FINISHED GRADE PRIOR TO FINAL PAVING/PLANTING.
10. RESTORE ALL UTILITY CUTS IN RIGHT OF WAY PVMT PER CITY OF EDMONDS INSPECTOR. COORDINATE W/
INSPECTOR AS REQUIRED AND PAY ALL COSTS FOR RESTORATION.
11. ADDITIONAL SIDEWALK REMOVAL/REPLACEMENT MAY BE REQUIRED BY THE CITY OF EDMONDS INSPECTOR
IF THE SIDEWALK IS DAMAGED OR DOES NOT MEET CITY OR ADA STANDARDS.
12. THE SITE IS SUBJECT TO RESTRICTIONS ON GRADING AND CONSTRUCTION ACTIVITIES DURING THE
WET SEASON. LAND DISTURBING ACTIVITIES ARE PROHIBITED FROM OCTOBER 1st TO APRIL 30th
UNLESS A WET SEASON CONSTRUCTION REQUEST IS SUBMITTED, REVIEWED, AND A WET SEASON
CONSTRUCTION APPROVAL LETTER IS GRANTED BY THE CITY OF EDMONDS.
13. DRIVEWAY SLOPES SHALL NOT EXCEED 14% SLOPE.
14. UTILITY PATCHES WITH LESS THAN 20' OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR
HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE
UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE
CENTER LINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES, THEN A
FULL -WIDTH OVERLAY IS REQUIRED.
15. THE 2' ASPHALT CUT FOR THE CURB/GUTTER DOES NOT NEED TO EXTEND TO THE CENTER LINE.
16. FINAL PAVEMENT RESTORATION WITHIN THE RIGHT OF WAY SHALL BE COMPLETED BY THE
CONTRACTOR AND NOT THE CITY OF EDMONDS.
Special Inspections Schedule
SPECIAL INSPECTION
MONITOR AND TEST STRUCTURAL FILL
PLACEMENT AND SOIL COMPACTION.
MONITOR TEMPORARY EXCAVATION
STABILITY.
VERIFY FOOTING DRAIN INSTALLATION.
OBSERVE BEARING CAPACITY AT FOOTING
LOCATIONS.
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.
WHEN
WHEN STRUCTURAL FILL IS BEING PLACED.
WHEN TEMPORARY EXCAVATION OVER 3 FT OCCURS.
PRIOR TO BACKFILLING FOOTING DRAINS.
AFTER SETTING SUBGRADE AND PRIOR TO SETTING
FOOTING FORMS.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 1 /21 /2022
CITY ENGINEERING DIVISION
��r_`�c•�:90
ENGINEERING
CIVIL SITE DESIGN
PO Box 171
Edmonds, WA 98020
206.419.0873
7/8/21
Call Before
You Dig!
811
Rev # Date Description
1 10/18/21 CN #1
12/21/ ..............2.�...................CN...#2
...............................
Sta10 Project #:
21 01 3
Submittal:
Permit
Eastman King
Residence
131 Skyline Dr
Edmonds, WA 98020
Owners:
Sue Eastman King
and Gerald King
Design:
SEH
Drafting:
........................................................................................... ... ....
Checked:
SEH
Date:
7 /9 /21
Grading
and P ay�r�6
PJan21
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Sheet: BLD2021-0895
C3,0
E'
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA,
WIRE FABRIC EQUAL
0
I
N
NATIVE BACKFILL. MATERIAL Lt!�
8»
(-FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO A17ACH
FABRIC TO WARE
2" x 2" WOOD/STEEL POSTS -�
WIRE MESH FENCE
TO
-I ABRSICPPORT FILTER
N
BURY B0170M OF' FILTER
N MATERIAL 8" TO 12"
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND
ENSURE PROPER
EROSION
CONTROL THROUGHOUT PROJECT.
CITY INSPECTION
REQUIRIED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ALL EIROSION CONTROL METHODS
[BEFORE
ACTIVITY.
OTHER
WORK CAN BEGIN
DATE
FILTER FABRIC FENCE
FRE\ISION
UARY 2018
CITY OF EDMONDS
FILTRATION SYSTEMS
PUBLIC WORKS
STANDARD
DEPARTMENT
DETA IL_
^st 19�
APPROVED BY: R. ENGLISH
ER-900
0 FILTER FABRIC FENCE COE STD DET ER-900
NTS
4" DEPTH CONCRETE
CL 3000
1/4" RADIUS ON
EXPOSED EDGES, W/
NO TOOL MARKS
a
4" DEPTH CRUSHED
SURFACING TOP)7777-
COURSE (TYP)��
PROOF -ROLLED
SUBGRADE (TYP)
SAWCUT JOINT 1" VERTICAL FEATURE E.G. WALL,
DEEP AND FILL W/ STEP, COLUMN, CURB, ETC. & AT
ELASTOMERIC SEALANT SPACING NOTED IN SPECS
BROOM FINISH (TYP) -\
I XPA E
11 EXPANSION
a a ° JT W/O JT
SEALANT
°
CONTROL JT
NOTE:
ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
NOTE: FOR PRIVATE IMPROVEMENTS ONLY
ON -SITE CONCRETE SIDEWALK
NTS
: ilk M
EXPANSION JT
_LS
A
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARYTO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
C2 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 RIGH1:-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-WA`( MUST BE REMOVED IMMEDIATELY.
3. WHEELS SHALL_ BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING CS 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 SP'ALLS*
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
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
FUARY
ISION DATE
CITY OF EDMONC)S STABILIZEID CONSTRUCTION2018ENTRANCEPUBLIC; WORKS ANDARD
DEPARRTMENTDETAIL_9�APPROVED BY: R. ENGLISH R — 9 01
------ ------ -
CONSTRUCTION ENTR COE STD DET ER-901
NITS
FINISH (TYP)
PREMOLDED JT FILLER. SET FILLER
1.75" 1/2" BELOW FINISHED SURFACE AND
CONIC
CLASS
SEAL W/ ELASTOMERIC SEALANT
SAWCUT AND FILL
CONIC
CON( CLASS
4000
KEYWAY
W/ ELASTOMERIC
SEALANT nl
TIE BARS
a
:,
30 O.C.
as
o
nv'
6"
ea
L0
D.
N9"
-
Cfl
d
a
-
LO
N
v
a
n
� o
d
\
\
:
�/�
18" (TYP)
4" CRUSHED SURFACING
TOP COURSE
4" CRUSHED
CONSTRUCTION JOINT COMPACTED AND
SURFACING TOP
PROOF -ROLLED
COURSE
SUBGRADE
CONTRACTION
JOINT
NOTES:
1) ALL
DEPTHS SHOWN ARE COMPACTED DEPTHS.
2) PROVIDE SCORING AND JOINTING LAYOUT PLAN TO
OWNER FOR REVIEW PRIOR TO PLACING CONCRETE.
NOTE: FOR
PRIVATE IMPROVEMENTS
ONLY
ON -SITE
CONCRETE
PAVEMENT
NTS
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
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.
`(
DATE
TEMP 0 R A R
FISION
UARY 2018
CITY OF EDMONDS
I
SEDIMENT TRAP
-6
PUBLIC WORKS
FOR CATCH BASINS
STANDARD
DEPARTMENT
DETAIL.
APPROVED BY: R. ENGLISH
E R— 9 0 2
0 CB SEDIMENT TRAP COE STD DET ER-902
FIG PER PLAN.
TOPSOIL PER
DIRECT SURFACE
PLANTING PLANS
DRAINAGE AWAY
c�>
FROM WALL
o
2"-4" QUARRY
\ °, b 0 o O
SPALLS
o o p 00
°"o °0 1 ��oo�
GRAVEL BACKFILL FOR
DRAINS PER WSDOT
1.5' 9-03.12(4)
4" RIGID PERFORATED
PVC PIPE, WHERE WALL
HEIGHT EXCEEDS 3 FT
MINIMUM ROCK SIZES
(h) (d)
SLOPE BACK
TOWARD THE CUT
SECTION
SIZE (BASE) SIZE (TOP)
ELEVATION
SIZE
NTS
CD
1 z
U t
4
ow
I �
FINISHED GRADE PER PLAN
DEPTH OF BASE (d)
REMOVE ORGANIC MATERIAL AND
DEBRIS. COMPACT SUBGRADE TO
PROVIDE A MIN SOIL BEARING
PRESSURE OF 2000 PSF
Tnn nr nnnl/ rAnlAln
MIN APPROX APPROX
APPROX WEIGHT DIMENSIONS VOLUME
2 FEET 6 INCHES 2-MAN 1-MAN 1-MAN ROCK 200-400 LBS 12 INCHES 2 CIF
4 FEET 12 INCHES 3-MAN 2-MAN 2-MAN ROCK 500-800 LBS 13 INCHES 4 CIF
NOTE: FOR PRIVATE IMPROVEMENTS ONLY
ON -SITE ROCKERY
NITS
CONTOUR LINE
(TYP)
ANGLE TERMINAL
END UPHILL 24" TO 48"
TO PREVENT FLOW
AROUND WATTLE (TYP) 2"x2x24" UN -TREATED
WOODEN STAKE (TYP)
WATTLE.
Q1 TRENCH, SEE NOTE 2 � 3" MIN
`{ 4" MAX
2" MIN
5" MAX
2"x2"x24" UN -TREATED
�9 WOODEN STAKE (TYP)
PLAN VIEW
AREA AVAILABLE FOR SPACING VARIES
SEDIMENT TRAPPING SEE WATTLE SPACING
(TYP) TABLE (TYP)
WATTLE (TYP)
SEE DETAIL
SECTION A_,A
WATTLE INSTALLATION ON SLOPES
8" DIAMETER
MIN
WATTLE D ETAI L
8" DIAMETER
SPACING
WATTLE
TABLIE
SLOPE
MAXIMUM SPACING
1 H:1 V
10'--0"
2H:1V
20'--0"
3H:1V
30'--0"
4H:1V
40'--0"
>4H:1V
ONE RUIN ONLY
NOTES:
1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION.
2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS.
INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10,).
3. RUNOFF SHALL_ NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO (PREVENT
UNDERCUTTING.
4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE
SEDIMENT AND, ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND
SURFACE.
REVISION DATE
7
CITY O F E D M O N D S �, UARY 2018
WATTLE INSTALLATION
PUBLIC WORKS ANDARD
DEPARTMENT DETAI L
f\st. 1�39� APPROVED Gu---R-903
------ ------ -
STRAW WATTLE COE STD DET ER-903
NTS
1/2" FULL DEPTH
EXPANSION( 10' _
JOINT DUMMY
JOINT
°
a a a o
° Q a a a
<7 a d 4
10, O.C. 5' O.C.
FLAN VIEW
(NOT TO SCALE)
1'
5' MIN MIN.
2% Iv1AX
FULL DEPTH 1/2" EXPANSION
CURB/'GUTTER `JOINT MATERIAL
SEE COE STD / 2q MAX 2•i
DTL TR-520 -
d /.2,, Ra' d d 1/2" R
. % a .A d
4 4 > as Or _a JO n�7 O� 4
L-2_" MIN 5/8" MIINUS CSTC ON SEE NOTES 4 & 5
NATIVE SUBGRADE BEARING SOIL_
SEE NOTE 9
SECTION VIEW
NOTES: (NOT TO SCALE) 1/8" TO 1/4"
1. CITY INSPECTION REQUIRED ON FORM( WORK PRIOR TO POUR. I
�, 1/2„ R
2. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX.
3. FINISH SHALL BE LIGHT BROOM.
DUMMY JOINT
4. SIDEWALK THICKNESS SHALL IBE 4"• (NOT TO SCALE)
CKNESS AT DRIVEWAYS ,AND DRIVEWAY TRANSITIONS SHALL BE 6". 5. SIDEWALK THI
6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK.
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE INON-SKID AS SPECIFIED BY ENGINEER.,
8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION.
9. NATIVE SUBGRADE BEARING SOIL AND CSTC SHALL BE COMPACTED TO 95% MAXIMUM DENSITY.
10. ALL EDGES AND JOINTS SHALL HAVE 1/2" RADIUS
�. S t • 1F3y.,
REVISION DATE
CITY OF EDMOND_S APRIL 2021
CONCRETE SIDEWALK
PUBLIC; WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH T IR -5' 1
CONCRETE SIDEWALK COE STD DET TR-531
0
NTS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 1 /21 /2022
BY:
CITY ENGINEERING DIVISION
�1 lr--- 11-1 , ' 10
ENGINEERING
CIVIL SITE DESIGN
PO Box 171
Edmonds, WA 98020
206.419.0873
E HAT2
38
ITWWWWW E
�SIONAL �1��
7/8/21
Call Before
You Dig!
811
Rev # Date Description
Eastman King
Residence
131 Skyline Dr
Edmonds, WA 98020
Owners:
Sue Eastman King
and Gerald King
Design:
SEH
Drafting:
Checked:
SEH
Date:
7 /9 /21
Site
Dgig@B
Dec 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Sheet: BLD2021-0895
C4,0
CONCRETE
ENCASEMENT
PER MFR OUTLET PIPE
INSTRUCTIONS ,b. R _� PER PLAN
10
ENGINEERING
E
APPROX LINE OF
CONCRETE ENCASEMENT
AROUND TRENCH DRAIN
PER MFR INSTRUCTIONS PER TABLE BELOW
d
END CAP
d d tl
as
ACO DRAIN KS100
TRENCH DRAIN
a
KS1-901 S INLINE CATCH BASIN
AT LOW END OF TRENCH DRAIN.
CORE DRILL FOR OUTLET AND
SEAL PIPE PENETRATION PER
MFR RECOMMENDATIONS
SECTION A -A
OUTLET
PIPE PER
PLAN
1ii!7.`d119PI
SECTION B-B
TRENCH
DRAIN #
ACO PART
NUMBERS
INSTALLED
LENGTH
UPSTREAM
RIM
DOWNSTREAM
RIM
DRAIN
TYPE
GRATE
TYPE
INLINE CB
TYPE & IE
KS1-1
1
THROUGH
24.61'
377.10
377.10
KS100
TYPE 476D IRON
KS1-901S
KS1-7
7.5 m
LONGITUDINAL
IE 374.95 (6")
KS1-11
11.48'
TYPE 476D IRON
KS1-901 S
2
THROUGH
3.5 m
365.66
364.75
KS100
LONGITUDINAL
IE 362.55 (4")
KS1-13
ON -SITE TRENCH DRAIN
NTS
6" CLEANOUT
50 LF 36" HDPE DETENTION TANK
LEVEL, IE 350.94
DETENTION SYSTEM NOTES:
1. CALL COE INSPECTOR MIN 24 HRS IN ADVANCE FOR A DETENTION SYSTEM INSPECTION BEFORE
BACKFILLING AND FOR FINAL INSPECTIONS.
2. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINAGE SYSTEMS ON PRIVATE PROPERTY IS
THE RESPONSIBILITY OF THE PROPERTY OWNER. MATERIAL ACCUMULATED IN THE STORAGE PIPE
MUST BE REMOVED FROM CATCH BASINS TO ALLOW PROPER OPERATION. THE OUTLET CONTROL
ORIFICE MUST BE KEPT OPEN AT ALL TIMES.
3. FOOTING DRAINS SHALL NOT BE CONNECTED TO THE DETENTION SYSTEM.
ON -SITE DETENTION SYSTEM
NTS
CONIC PVMT
(TYP)
PLACE CONCRETE
ENCASEMENT UP TO
BOTTOM OF FINISH
SURFACING SECTION
I.
CLASS 3,000
CONCRETE
ENCASEMENT
- COMPACTED
SUBGRADE
DETENTION SYSTEM
NTS
MIN 3" COMPACTED
CSTC AROUND PIPE
RISER
TOPSOIL/AMENDED SOIL
AND PLANTING PER
LANDSCAPE DESIGNER
8" THREADED CAP IN
ADAPTER FITTING LEVEL
W/ LANDSCAPING
SUBGRADE
GASKETED TEST
PLUG
- 45° BEND
RISER DIAMETER TO
MATCH PIPE RUN
-PERMANENT PLUG IF WYE
CONNECTION IS USED
WYE OR 45° BEND
BURIED CLEANOUT
CONIC CL
5 (3/4)
DI SLEEVE, DIAM
AS REQ'D TO
SUPPORT CASTING
FIBER JOINT
PACKING
NOTES:
1. PROVIDE SOLID
WALL RISER ON
SUBSURFACE
DRAINS.
2. OLYMPIC F
M1007 D/
MARKED "(
2'-0" SQUARE CASTING PER
NOTE 2
PROVIDE CONC
BLOCK IN
LANDSCAPED
SURFACE CLEANOUT
NOTE: FOR PRIVATE IMPROVEMENTS ONLY
ON -SITE CLEANOUT
NTS
PROVIDE MIN 8"
COVER OVER LOWEST
EDGE OF CONTROL
STRUCTURE
8" PVC RISER
OUTLET
'E
350.94
2" Orifice
CONTROL
STRUCTURE, SEE
DETAIL THIS SHEET
NOTE: FOR PRIVATE IMPROVEMENTS ONLY
FLOW CONTROL -
STRUCTURE �I 4.5"
NON --SHRINK GROUT - PVC PIPE*
1'-0" MAX ° CONTROL DEVICE
ASSEMBLY TO BE
COUPLING FSTLI
: PIPE REMOVABLE FROM
(OPTIONAL) __� B* I INSIDE THE FCS
-SET SCREW TO
- PREVENT ROTATION
D-1 L / JL _ INVERT*
GASKET (TYP) J I t_ < I
PVC PIPE
PVC ADAPTER* W/ e CROSS* o ID
DOUBLE GASKET I I
AND ADHESIVE
BONDED 'SAND FINISH
ON EXTERIOR. MIN 7" LONG DRILLED ORIFICE
J IN PVC INSIDE
CAULK SPACE BETWEEN CAP PLUG
PVC ADAPTER AND PIPE STUB CONNECTION &
CONTROL DEVICEORIFICE
DIAM ETER*
DETAIL A
CONNECTION AND 0' / LADDER OR HAND HOLDS
CONTROL DEVICE / POLYPROPYLENE
(SEE DETAIL A)
OUTLET PIPE j
ALLOWABLE OUTLET LOCATION -
(180' to 315')
FINISHf-D GRADE
V-NOTCH WEIR AS NIEEDED*
SUPPORT (2 REQ'D)
CONTROL DEVICE
SEE DETAIL A
AREAS
COMPACTED
SUBGRADE
GASKETED
TEST PLUG
45° BEND
- RISER DIAMETER
TO MATCH PIPE
RUN
PERMANENT
PLUG, IF
WYE USED
EL*
I'VC PIPE*
`- TEE*
SPOOL*
1 � ELBOW*
DRILLED -�
ORIFICE
DIA*
PVC INSIDE
CAP PLUG*
- CINCH ANCHOR
WIRE: ROPE
CLIP (SS)
CATCH I BASIN TYPE II
PER COE STD DTL �/� DEFORMED
SD-300 f 3/8" STEEL
ROD (SS OR
a + - ALUMINUM)
NAL ORIFICE A LENGTH TO FIT
DED*
dIN a. - PVC PIPE &
IAX CROSS
FLOW CONTROL
STRUCTURE
DETENTION PIPE PIPE 'SUPPORT
L (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 PIPIE IN STRUCTURESHALL. 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.
FRISION DATE
CITY OF EDMONC>S FLOW CONTF!OL UARY 2018
STRUCTURE
PUBLIC WORKS (FCS) ANDARD
DEPARTMENT DETAIL_
APPROVED BY: R. ENGLISH SD-301
------ ------ -
GEOTEXTILE FABRIC
MIRAFI 140N OR
APPROVED EQUIVALENT
4" PERF PVC SCH 40
W/ SOLVENT WELDED
JOINTS. SET PIPE
NEXT TO FACE OF
FOOTING W/ IE AT
BOTTOM OF FOOTING
FOOTING PER
STRUCTURAL DWGS.
CONFIGURATION VARIES
1`8" MIN.
I
Q
o000 00 °oo
d o 0 oo s j���,\
00000,
d ° 0000$ o \Y
a 00000
�\
- IMPORTED
STRUCTURAL FILL
SURFACING
PER PLAN
I
INSTALL BURIED CLEANOUT
W/ TRACER TAPE AT
REGULAR INTERVALS AROUND
BUILDING AS FOLLOWS:
SEPARATE BY NO MORE
THAN 200 LF OF FOOTING
DRAIN, OR AT A
COMBINATION OF BENDS
GREATER THAN 180°
CLEAN WASHED GRAVEL BACKFILL FOR
DRAINS, 6" THICK AROUND TOP AND
SIDE OF PIPE. WRAP W/ GEOTEXTILE
W/ 12" OVERLAP AT TOP
ON -SITE FOOTING DRAIN
NTS
LAD[
CONTROL STRUCTURE PLAN
ITLET PIPE
CONTROL STRUCTURE NOTES:
1. USE 60" DIAMETER TYPE 2 CATCH BASIN PER COE STD DET SD-300.
2. OVERFLOW ELEV 353.94
3. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW.
4. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS
PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1.
5. FRAME AND LADDER OR STEPS OFFEST SO:
A. RISER IS VISIBLE FROM TOP.
B. CLIMB -DOWN SPACE IS CLEAR OF RISER.
C. FRAME IS CLEAR OF CURB.
5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET
PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4".
6. PROVIDE AT LEAST ONE 3" X .090" SUPPORT BRACKET ANCHORED TO
CONCRETE WALL. (MAXIMUM 3'-O" VERTICAL SPACING)
7. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS
TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED
WITH WATER.
8. FLOW RESTRICTOR SHALL BE FABRICATED FROM PVC SCH 40
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 1 /21 /2022
BY:
CIVIL SITE DESIGN
PO Box 171
Edmonds, WA 98020
206.419.0873
E HAT2
wAs�,���
run) �' z'd
Call Before
You Dig!
811
Rev # Date Description
1
10/18/21
CN #1
2
.....................................................
12/21/21
CN #2
Sta10 Project #:
21 01 3
Submittal:
Permit
Eastman King
Residence
131 Skyline Dr
Edmonds, WA 98020
Owners:
Sue Eastman King
and Gerald King
Design:
SEH
Drafting:
Checked:
SEH
Date:
7 /9 /21
Site
Dqig@B
Dec 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Sheet: BLD2021-0895
C4,1
CITY ENGINEERING DIVISION
E
PROPERTY
LINE O
R.O.W.
FINISHED GRADE
METER SUPPLIED
°' �- �BYCITY O I I
I I BALL VALVE - - - - -
��, H
II K &
DIRECTION
OF FLOW
A D J I
MATERIAL LIST:
OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING
OB 1 " BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER)
CO DUAL PURPOSE UNION
O MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1"
OWHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL
PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44
WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44
O 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S
GO IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR;
IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID
O FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT
OI 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE
O SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING
OK WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE)
OL PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES
DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL
PROVIDE REDUCERS
OM BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER.
METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER.
REVISION DATE
CITY OF EDMONDS 1 " WATER SERVICE JANUARY 2021
(FOR 3/4" &
PUBLIC WORKS 1 " METERS) STANDARD
DEPARTMENT DETAIL
FS t . 1 S 9� APPROVED BY: R. ENGLISH WA- 130
1" WATER SVC COE STD DET WA-130
SEE COE STD DI GU-410
OF-
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>CIRUSHEID
BIEDDING MATERIAL (1-1/4" MINUS)
/
6" MIN // / / // ' / �/ / SURFACE BASE COURSE
(SEE NOTE 2 BELLOW)
Ld
o
6" MIN // / // //// // / FOUNDATION (IF REQUIRED)
�// // / SEE NOTE_ 4
8' MIN 8" MIN
NOTE
NOTES:
1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE
• 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPIE
• 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 I'S ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED
BY CITY ENGINEER.
REVISION DATE
CITY OF EDMONDS APRIL 2021
TYPICAL TRENICH SECTION
PUBLIC WORKS STANDARD
DEPARTMENT ____ DETAIL.
APPROVED ENGLISH GU-400
/-2---\ TYP TRENCH SECTION COE STD DET GU-400
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(IF STUB FOR FUTURE DEVELOPMENT)
SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4"
TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET
EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS,
STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB
INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT
OR ABOVE FINISHED GRADE.
w
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Li LOCKING CLEANOUT COVER
Q PER COE STD DTL SS-200
a_
6" LATERAL SEWER
SLOPE - 2% MIN TO 50% MAX
22.5' OR 45' BEND
6" TEST TEE
6" WYE/6" ROMAC SADDLE
SEE NOTES 1 AND 2
POSSIBLE
SEWER MAIN
LOCATION
22.5' OR 45' BEND
6" TEST TEE
f 6" TEE
fPOSSIBLE
SEWER MAIN
LOCATION
NOTES:
1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON
DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE.
2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE
WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE.
3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES
OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS.
4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED.
5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED.
6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG.
REVISION DATE
CITY OF EDMONDS MAY 2018
NEW LATERAL SEWER
T PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FSt. 189� APPROVED BY: R. ENGLISH SS-202
t-3-,�\ NEW LATERAL SSS COE STD DET SS-202
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RESIDENCE a-
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-� CLEANOUT a -
WITH 45'
BEND AND
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CLEANOUT (MAX)
f(TYP)
NOT TO EXCEED 100' BETWEEN CLEANOUTS
CLEANOUT WYE WITH CAP
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AND CLEANOUT COVER) AND w
CONCRETE LEVELING COLLAR UJ
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12" t FINISHED GRADE 3 SEE NOTE 3
r w o END OF PIPER GRIPPER PLUG
Q (CHERNE 27061 OR APPROVED
EQUAL)
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WATER TIGHT CAP
45' RISER LEVELING COLLAR
SEE NOTE 4
45'
12" PVC SLEEVE
6" RISER
4" OR 6" SIDE SEWER
6" WYE AND 6" CITY STUB
GENERAL CLEANOUT DETAIL 45' BEND
4" OR 6"
12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL
3 z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT
w W LEVELING COLLAR NOTES'
j a N SEE NOTE 4
0
0-0- ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE
GASKETED.
12" f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX.
3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS
1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED
SLEEVE EQUAL.
6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS:
PLUG (CHERNE 270261
OR APPROVED EQUAL) IN ROADWAYS PER COE STD DWG GU-424
TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6"
UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP
CONCRETE COLLAR
REVISION DATE
CITY OF EDMONDS JANUARY 2018
SEWER CLEANOUT DETAILS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FSt. ROVED BY: R. ENGLISH SS-200
0 SS CLEANOUT COE STD DET SS-200
NTS\t-,2/ NTS\t',2/ NTS�'� NTS
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FR 44
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CURB 30'MgX �2�r/qI
TRANSITIONAL MqX Cq
DETAIL BELOW (CO CA �)
DRIVEWAY APPROACH
CONCRETE CURB
AND GUTTER, SEE
/ O ` COE STD DTL
TR-520
6' TYP \ EXISTING PAVEMENT
FULL DEPTH MAX 15'
1/2" EXPANSION 2' MIN
JOINT I SAWCUT
O 7 2%MAXMAX
8.39, MAX
6" CURB 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.
O 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.
O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY.
O 2' ASPHALT SAWCUT REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520.
O CONCRETE SHALL BE CLASS 3000.
O 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.
O MAINTAIN 1/2" LIP AT GUTTER.
O IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY.
O INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK.
10 FINISH SHALL BE LIGHT BROOM.
`St. 18y"
REVISION DATE
CITY OF EDMONDS DRIVEWAY APPROACH APRIL 2021
TYPE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH T R - 5 41
DWAY APPROACH TYPE 1 COE STD DET TR-541
6 11/2"
R -1 /2„ �� 5 1 /
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0.05 FT/FT
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4
2' MINIMUM SAWCUT
SEE NOTE 10
HMA DEPTH SHALL BE
4" FOR RESIDENTIAL ROADS
AND 6" FOR ARTERIALS AND
COLLECTORS
---SEE NOTE '12
2" OF 5/8" J 18" STANDARD �- 6" CSTC OR CSBC PIER WSDOT
MINUS CSTC SEE NOTE 11 STD SPEC 9--03.9(3)
SEE NOTE 13
STANQARD YP_E_CU B/GU1IFER.
NOTES: (NOT TO SCALE)
1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR 1-0 POUR.
2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED.
3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE.
4. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED EVERY 10 FEET.
5. FULL DEPTH EXPANSION JOINTS SHALL HAVE 1/2" WIDE PRE:MOLDED JOINT FILLER.
6. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX.
7. FINISH SHALL BE LIGHT BROOM.
8. CURB AND GUTTER SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR
72 HOURS.
9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION JOINT TO EXPANSION JOINT, UNLESS
OTHERWISE DIRECTED BY CITY ENGINEER.
10. A 2-Fr MINIMUM ASPHALT SAWCUT MAY BE REQUIRED WHEN EXISTING PAVEMENT WOULD ABUT NEW CURB/GUTTER.
11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. REFER TO CITY STANDARD CONCRETE CURB AND
GUTTER DETAIL TR-520.
12. FINAL ,JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL. EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER
WSDOT STANDARD SPECIFICATION 5-04.3(4) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD
5-04.3(4)A.
13. CSTC SHALL BE INSTALLED UNDER HMA WHEN HMA SAWCUT IS REQUIRED. CSBC SHALL BE INSTALLED UNDER HMA
WHEN FULL ROAD RECONSTRUCTION IS REQUIRED.
14. NATIVE AND GRAVEL SUBGRADIE SHALL. BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY.
------ ------ -
�� REVISION DATE
CITY OF EDMONDS VERTICAL APRIL 2021
CONCRETE CURB
PUBLIC WORKS AND GUTTER STANDARD
DEPARTMENT (DETAIL
APPROVED BY: R. ENGLISH T R- 512 0
0 CURB + GUTTER COE STD DET TR-520
FINAL JOINT SHALL BE A NEAT SAW CUT
STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2"
EDGES SHALL BE TACKED NEATLY PER PG 58H-22
WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5)
1' APPROVED TACK OR APPROVED EQUAL AND
SEALED PER WSDOT STD 5-04.3(4)A. 1'
SLOPE EXCAVATION TO AVOID UNDERMINING
EXISTING PAVEMENT.
EXISTING
HMA
.
EXISTING
MATERIAL\\//\\//\\/
BEDDING MATERIAL (1-1/4" MINUS)
CRUSHED SURFACE BASE COURSE
(SEE NOTE 3)
IMPORT BACKFILL SHALL BE COMPACTED
TO 95% MAXIMUM DENSITY
(SEE NOTE 2)
TRENCH WIDTH
NOTES:
1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR
BACKFILLING REQUIREMENTS.
2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL
MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557.
3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT
EXCEEDING 6".
4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS.
5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER
THAN 2" SHALL MATCH EXISTING.
6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT
EXCEEDING 2".
7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMLY SEALED WITH WSDOT STANDARD
SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL.
REVISION DATE
L --CITY OF EDMONDS TYPICAL HMA AND APRIL 2021
UTILITY PATCH
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH G U - 41 0
0 HMA AND UTIL PATCH COE STD DET GU-410
R0� OAFR�
1/ 4
,9p pROF�,gY
6
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DRIVEWAY APPROACH
(WITH CONCRETE CURB)
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VARIES
6" CONCRETE
O COMPACTED SUBGRADE 2" 5/8" MINUS CSTC
SECTION A -A
NOTES:
O CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
O CONCRETE SHALL BE CLASS 3000.
O SUBGRADE SHALL BE CSTC COMPACTED TO 95% MAXIMUM DENSITY.
O FULL DEPTH 1/2" EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH.
O MAINTAIN 1/2" LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH.
O IF DRIVEWAY APPROACH WIDTH EXCEEDS 15', INSTALL FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY.
O 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520.
REVISION DATE
CITY OF EDMONDS DRIVEWAY APPROACH JANUARY 2018
TYPE V
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FS t . 189(j APPROVED BY: R. ENGLISH TR-545
AR/ riV�
�'OO�gTF qy M
RO�Fo,5,0 �FR/q
A
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/
A
CONCRETE
CURB AND GUTTER
SEE COE STD DTL TR-520
DWAY APPROACH TYPE V COE STD DET TR-545
NTS C4'2 NTS CL NTS t-2 NTS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 1 /21 /2022
BY: '
CITY ENGINEERING DIVISION
�-1 lr--- I 1.1,k 10
ENGINEERING
CIVIL SITE DESIGN
PO Box 171
Edmonds, WA 98020
206.419.0873
E HAT2
WAs
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38 2
I STEg�'��
�jONAL
7/8/21
Call Before
You Dig!
811
Rev # Date Description
1
10/18/21
CN #1
2
12/21/21
CN #2
Sta10 Project #:
21013
Submittal:
Permit
Eastman King
Residence
131 Skyline Dr
Edmonds, WA 98020
Owners:
Sue Eastman King
and Gerald King
Design:
SEH
.....................................................
Drafting:
Checked:
SEH
.....................................................
Date:
7/9 /21
Site
1>49ft
Dec 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Sheet: BLD2021-0895
C402