ENG PROJECT ASBUILTIN 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.
EXISTING PATIO
TO REMAIN
TIE FOOTING DRAINS INTO
STORMWATER SYSTEM
NATU RAL GAS LI N E (AB)
PERFORATED FTG DRAIN TO CONNECT TO SOLID
PIPE TIGHTLINE A MINIMUM 10' AWAY FROM THE
FOUNDATION, BUT PRIOR TO THE CATCH BASIN.
25 LF 6" PVC SS S=2.0% (AB) I -
47 LF (AB)
ELF 4" PVCS=1.250/
INSTALL NEW TYPE I CB INSIDE OF
PROPERTY LINE RIM 95.70
',(RIM 95.30 (AB)
I E I,�- �!0_22,5 4" PVC I N IE IN 93.01
IE GUT
62— 12" DIP OUT IE OUT 92.27
�
34 LF 12" DIP S=1.61% (AB) TEMP, P-POLE
34 LF I
DIP . 0 - —SD—
G
INSTALL NEW 1-INCH WATER METER
AND RUN NEW 1-1/2 INCH SERVICE
LINE LINE FROM WATER MAIN TO
— _SD
-G
HOME AND PROVIDE PROTECTION SAW CUT EX
SSMDURING CONSTRUCTION TOP ASPHALT
TOP 94.5
CONTRACTOR TO POTHOLE
AND VERIFY DEPTH OF EX GAS
CROSSING AND UTILITIES
AND PATCH
/
CS o TIE INTO EX CB
& RIM 93.5
z IE OUT 91.40 12" EX
IE IN 91.52 E (AB) 1€1Pdi
^TIPn CO �ZTf211 Q1) J�—�0
7
5-LF 12" DIP S=4.00% (AB)
z SET NEW CB TYPE 1 WITH SOLID LIDS
g Q
z xRIM 93.RIM 93.71(AB)
12" DIP IE IN 91.72W N
.3 IE OUT 91.45 12" DIP IE OUT 91.72 W
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ENCROACHMENT NO: ENG
2013-0379 AND AFN
201309050209
---------- ALLEY
59.95 - 70
EXISTING YARD & F NCING
EXISTING DECK
TO REMAIN
N
-4I I _R
--------------
�~4W!� e^_
A `� � I
If I CD
4" STORM (AB)
AY L
a� a
635 S.F.
n
° UPG
59.95,
JL
SEWER NOTE:
MINIMUM 10' UTILITY SEPERATION
SHALL BE REQUIRED BETWEEN
a EXISTING PATIO
WATER AND SEWER.
a TO REMAIN
AREAS OF EX
a. I
DECKS/PATIOS TO REMAIN
EXISTING STEPS
AND RETAINING WALL
a TO UPPER YARD AREA
TO REMAIN.
2ND
FLOOR
I CANTILEVER
f d.
:....<•I. —NEW PATIO
52 S.F.
NEW LANDING
4 S. F.
I I
- I I
I-
IId' i —ROOF LINE
. I I
I I
I I
I c
II ,•„II I o
r
how
rpigi
-NEW AND/OR REPLACED DRIVEWAY
SLOPES SHALL NOT EXCEED 14%
SLOPE CONSISTENT WITH ECDC
18.80.060
C I .80
IE " PVC
EXTEND EX DRIVEWAY
ENTRY PROVIDE A CLEANOUT WITHIN 2' OF
THE STRUCTURE, AND A 6"
NEW DECK OVER GARAGE CLEANOUT IS REQUIRED AT THE
PROPERTY LINE. THE 6" CLEANOUT
SHALL HAVE A 12" CAST IRON
LAMPHOLE COVER WITH '/2" HEX
BOLTS,
_ POWER95.1515 SSCO RIM 95.38 (AB)
TRANSFOI F n 4I nn rr,, p, /t- I E 91.38 6" PVC
RMER
L' N P! AND RER
— —SD— — — —SD— -
-I—SD— — — —SD—
G
fin/ G W G
G G
Y STRtET W
SA UT PAVEMENT AND INTO
>D —
EX SAN WER <SS
W 30LF 6" SDR -ss-SSCO RIM 95.51 (AB) IE 8" SAN S RE +/- 90.90 6 PVC ��NEW SEWER TIED INTO EX SS CO (AB) CONTR OR TND
_.._ _ _ ._ _ _ _ _._ _ __. _ .__ _ VE Y DEPTH O
UNDER GROUND OVERHEAD CABLE
PHONE AND POWER
PROVIDE MIN 3' SEPARATION
BETWEEN STORM LINE AND UTILITIES
AND 3-FT SEPARATION FROM WATER
SERVICE LINE
UNDERGROUND ALL DRY UTILITIES
TO THE NEW SFR.(PHONE, CABLE,
POWER, ECT)
NOTE: A MINIMUM OF 3' HORIZONTAL
SEPERATION AND 1' VERTICAL
SEPERATION SHALL BE REQUIRED
BETWEEN DRY UTILITIES AND
SEWER, WATER, AND STORM AND 5'
FROM CITY MAIN LINES.
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
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.
AS -BUILT (AB) 12-5-23
DATE:
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
CITY ENGINEERING DIVISION
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