ENG2022-0459+Site_Plan+9.7.2022_3.34.54_PM+3095182IN THE SE 114 OF THE SE 114 OF SECTION 18, T. 2 7N. , R. 4E. , W.M.
CITY OF EDMONDS, SNOHOMISH COUNTY, WA.
SCOPE OF WORK
1. IMPROVEMENTS INCLUDING DESIGN OF STORM TRENCHES,
CONSTRUCTION OF THE HOME AND ONSITE DRIVEWAYS.
ENCROACHMENT NO: ENG
2013-0379 AND AFN
201309050209
---------- ALLEY
— — 59.95 - 70
EXISTING YARD & F NCING
EXISTING DECK
TO REMAIN
I N
I O °
a
\ DS — -- "
EXISTING PATIO I I ° r76 — — — — — —
TO REMAIN
VV/-\Lr\VVN I'
AND STEELS
ROCKERIES AND PAVERS 74 S.F.
TO BE REMOVED j 3 4
/ �;
CD
100 / J 3 ° 4 R.LVEWAY a ° Ln.
24LF 4" PVCS=1.25°/ % I
635 S.F.
INSTALL NEW TYPE I CB INSIDE OF I a
PROPERTY LINE RIM 95.70
°
E IN 92.50 4" PVC IN - — — 4-
oCli
It OUT 91.62 12" DIP OUT WM"
TEMP,, P-POLE
34 LF 12" DIP S=0.5% --_SD--SD
"I G G G
W_
SAW CUT EX
ASPHALT AND PATCH
SSMH
TOP 94.5
INSTALL NEW 1-INCH WATER METER
AND RUN NEW 1-1/2 INCH SERVICE
LINE LINE FROM WATER MAIN TO
HOME AND PROVIDE PROTECTI0
DURING CONSTRUCTION
TIE INTO EX CB-
5-LF DIP S=0.5%
SET NEW CB TYPE 1 WITH SOLID LID
RIM 93.50
IE IN 91.45 N 12" DIP
IE OUT 91.45 W 12" DIP
co
0
94
SS
59.95,
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A� Y STRt—ET
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SS — SS S '
IN
SEWER NOTE:
MINIMUM 10' UTILITY SEPERATION
SHALL BE REQUIRED BETWEEN
a EXISTING PATIO
WATER AND SEWER.
a TO REMAIN
AREAS OF EX
DECKS/PATIOS TO REMAIN
EXISTING STEPS
AND RETAINING WALL
a TO UPPER YARD AREA
TO REMAIN.
I
a I
I °
a � I
- 2ND
FLOOR
I CANTILEVER
I
—NEW PATIO
52 S.F.
I I I —NEW LANDING
I 4 S. F.
NEW AND/OR REPLACED DRIVEWAY
I I SLOPES SHALL NOT EXCEED 14%
I.I-
f.—ROOF LINE SLOPE CONSISTENT WITH ECDC
l . I 18.80.060
CO RIM 96.80
j IE 92.80 6" PVC
c EXTEND EX DRIVEWAY AND INSTALL
1 o DRIVEWAY DISPERSION TRENCH 2FT
S, I X WIDE 6" DEEP W/DRAIN ROCK (SEE
DETAIL C-4 & C-7)
° I ENTRY PROVIDE A CLEANOUT WITHIN 2' OF
THE STRUCTURE, AND A 6"
NEW DECK OVER GARAGE CLEANOUT IS REQUIRED AT THE
26LF26LF6' PVC PROPERTY LINE. THE 6" CLEANOUT
°/6 SHALL HAVE A 12 CAST IRON
q LAMPHOLE COVER WITH '/2" HEX
INST�LL DRIVEWAY BOLTS,
`DISP RSION CO RIM 95.00
TREfJCH IE 91.00 6" PVC
NATURAL GAS TO BE CAPPED AT
PROP. LINE AND REPLACED TO
HOUSE
vv
SS
G
WE
—G ��G—
W
W
CUT AND CAP SIDE SEWER AT
PROPERTY LINE AND ABANDON
PROVIDE MIN 3' SEPARATION
G
SAW CUT PAVEMENT AND TIE INTO
EX SAN SEWER LINE ° +
30LF 6'SDR 35 S 10.5 /° _
BETWEEN STORM LINE AND UTILITIES UNDERGROUND ALL DRY UTILITIES
AND 3FT SEPARATION FROM WATER TO THE NEW SFR.(PHONE, CABLE,
SERVICE LINE POWER, ECT)
""�<UNDER GROUND OVERHEAD CABLE NOTE: A MINIMUM OF 3' HORIZONTAL
PHONE AND POWER SEPERATION AND 1' VERTICAL
SEPERATION SHALL BE REQUIRED
BETWEEN DRY UTILITIES AND
SEWER, WATER, AND STORM AND 5'
FROM CITY MAIN LINES.
GRAPHIC SCALE
10 0 5 10 20
1 INCH = 10 FEET
NOTE:
1) UTILITY PATCHES WITH LESS THAN 20-FT OF SEPARATION
SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH
OVERLAY SHALL 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 THE ROADWAY. WHERE UTILITY
PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL
WIDTH OVERLAY SHALL BE REQUIRED.
2) NOTE: DEVELOPER RESPONSABLE FOR WATER SERVICE
ASPHALT RESTORATION.
2%
DRIVEWAY DISPERSAL TRENCH
NOTE:
CONTRACTOR TO POTHOLE AND VERIFY
LOCATIONS AND INVERTS OF ALL
UTILITIES PRIOR TO CONSTRUCTION
CALL 2 BUSINESS DAYS
BEFORE YOU DIG
1-800-424-5555
DATE:
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
CITY ENGINEERING DIVISION
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SHEET 4 OF 6
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