131 Skyline Utilities - As Built (2)�-i r_` 11.1,90
ENGINEERING
CIVIL SITE DESIGN
PO Box 171
Edmonds, WA 98020
206.419.0873
CATCH BASIN
RIM=345.48
" RCP(E)IE=343.13
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ONTROL UCTURE
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RISER OVf�RFL W 353.94
IIE A0.94 (8")
IF 35b.94 (36")
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COVER W/ 1 /"'k HE� BOLTS
AND A CONdRETE1 COLLAR
RIM 353.95
Ifs 349.74
NEW SS I LATERAL
CONNECTION TO TOP OF SS
3 MAIN PER COE ISTD DET
c4.2 IE ISS-202
342.7t (6" �S MAIN)
FIELD VERIFY SS MAIN IE
MIN 2 WKS kIOR TO
CONSTRUCTION
SS EASEMENT I' '
AFN #i135318
AREA'DRAIN #3
I' 65.17
IIE 3 3.0 (6")
50 LF 6� SD
2% MIN
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367. 0
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LS 31976 1
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RIM=350.45
IE=342.15
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SD MAIN
sRIM 353.00
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IE 348.
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FOUND MONUMENT
3" SURFACE MTD BR.
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RIM=373.98 SS
(W)IE-369.481
(N)IE=369.3J
III
SET BRA,SS DISK
LS 319716
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RIM=377.22
IE=366.97
SET 3RASS IbISK
LS 3 1976
CH BA IN
=376.5
RCP IE 372.811
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LS 3 1976
C0
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 STD 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
����--- PVC STORM DRAIN 6" & UP RETAINING WALL
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
6/22/22
Call Before
You Dig!
811
Rev # Date Description
1
10/18/21
CN #1
2
12/21/21
CNI #2
3
..........................................................................................................
2/23/22
Wall Revision
4
..........................................................................................................
..........................................................................................................
..........................................................................................................
6/22/22
SD Revision
Sta10 Project #:
21 01 3
Submittal:
Construction Documents
Eastman King
Residence
131 Skyline Dr
Edmonds, WA 98020
Owners:
Sue Eastman King
and Gerald King
Design:
Sheet:
Drainage
and Utility
Plan
DATE:
CITY ENGINEERING DIVISION
C2nO