ENG WATER ASBUILTLEGEND
EXISTING
00
8"
8"
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PROPOSED
.100
8" W
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PROPERTY LINE
R.O.W. CENTERLINE
EASEMENT
GRADING CONTOUR
WATER MAIN
SEWER MAIN
STORM DRAIN
FIRE HYDRANT
WATER METER
GATE VALVE
SEWER MANHOLE
STORM CB
STORM MANHOLE
POWER VAULT
UTILITY POLE
STREET LIGHT
BOLLARD
PARKING LIGHT
VERTICAL DATUM
BENCHMARK - SNV-7557. NAVD88. CITY OF
SEATTLE BRASS CAP, STAMPED "7577".
NORTHEAST CORNER OF CONC. BASE FOR
STEEL TRAFFIC SIGNAL POLE IN TRAFFIC ISLAND
AT SE QUADRANT OF THE INTERSECTION OF
AURORA AVE NORTH & NORTH 2O5TH ST.
(244TH ST. SW). ELEV= 414.60
SITE BENCHMARK: EX. SEWER MH RIM= 442.87
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS
SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK.
EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR
SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF
ANY DISCREPANCIES BEFORE COMMENCING WORK.
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND
ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO
CONFIRM EXISTING UTILITY AND GRADE INFORMATION.
CALL AT LEAST 2 WORKING
DAYS BEFORE YOU DIG
WATER METER NOTES
OREMOVE
& REPLACE EX. METER BOX & SETTER
AT NEW
LOCATIONS TO EAST.
SALVAGE EX. METERS.
DISTRICT TO INSTALL METERS IN NEW SETTERS
CONTRACTOR TO CONNECT TO EX. PRIVATE SERVICE.
O
STA
3+93.5, 32.00'LT:
NEW
2" METER/SERVICE PER STD. DTL. W-2
O3
STA
4+82.20, 32.00'LT:
NEW
1.5" METER/SERVICE SERVICE PER STD. DTL. W-2
OSTA
5+84.40, 32.00'LT:
NEW
2" METER / 2" SERVICE PER STD. DTL. W-2
O5
STA
21+34.00, 19.00'RT:
NEW
1" METER/SERVICE PER STD. DTL. W-1
O6
STA
21+41.00, 22.00'RT:
NEW
1.5" METER/2" SERVICE PER STD. DTL. W-2
O7
STA
23+00.00, 14.50'LT: BUILDING #1 DOM. METER
NEW
1.5" METER / 2" SERVICE PER STD. DTL. W-2
NEW
1.5" DCVA PER STD. DTL. W-14
08
STA
23+02.50, 14.50'LT: BUILDING #2 DOM. METER
NEW
1.5" METER / 2" SERVICE PER STD. DTL. W-2
NEW
1.5" DCVA PER STD. DTL. W-14
OSTA
21+92.00, 19.00'LT: IRRIGATION METER
NEW
1" METER/SERVICE PER STD. DTL. W-1
NEW
1" DCVA PER STD. DTL. W-11
NEW
10' WIDE EASEMENT TO DISTRICT
10
REMOVE EX. METER BOX & SETTER.
SALVAGE METER & RETURN TO DISTRICT.
11
STA
22+52.00 & STA 22+54.00:
(2) 2" FIRE SYSTEM METERS PER STD. DTL. W-2
PRIVATELY -OWNED FIRE SERVICE LINES, DCVA'S
AND
FIRE DEPT. CONNECTIONS.
;EFER TO SHEET C4.1 FOR DESIGN OF ONSITE, PRIVATE WATER
SERVICES AND PRIVATE FIRE SPRINKLER FDC'S AND SUPPLY PIPE
NEW WATERMAIN SHALL BE CONSTRUCTED, INSPECTED AND
APPROVED BY THE DISTRICT WHILE THE EXISTING 6" CAST IRON
MAIN IS IN SERVICE. SHUTDOWN OF THE SERVICES FOR
CONNECTION TO THE EXISTING SYSTEM SHALL BE AS SHORT AS
FEASIBLE. COORDINATE SHUTDOWN WITH THE DISTRICT AND
DEVELOPER.
CALL '811'
NEW 8" DI MAIN I
WITH RESTRAINED
NEW 8" - 45-DEG BEND JOINTS (MEGA -LUG)
WITH MEGA -LUG JOINTS
REMOVE EX. 8%6" REDUCER
NEW 8" SLEEVE COUPLING
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SW 0 1 T27N R4E. W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WA
DC:KJ:D D
- 0 - _ _ o _ 4
4SB g 4 � 440 -
5 D D .P D P-1P-0P F
ST BLDG o
l BUILDING 1
10 UNITS
11 j F_ -
Domestic Water Use =1920 gpd
I I � Fire Flow = 1500 gpm, 2hrs
L L �1 L
CD
o
F
BUILAG 2 L
VVVVVVVV L - -
Cp
9 UNITS + OFFICECp
I QQ2 D
I
I I Domestic Service Use I I
I = 2280 gpd I 446
_ T °
I o f II Fire Flow I s D D D
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o
I I = 1500 gpm, 2hrs I f
I N 0 °\ R
8
II6 F-
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it
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N 89°07'04" W 125., L�,
STA 23+09.00:
1 - 8%6" TEE (FLxFL)
1 - 8" ADAPTOR (FLxMJ, EAST) � o
1 - 8" PLUG (FL, WEST) o 0
1 - 6" GATE VALVE (FLxRJ, SOUTH) z N
1 - FIRE HYD. ASSY PER STD. DTL. W-6
2 - BOLLARDS PER STD. DTL. W-9
EXIST BLDG CONIC. BLKG.
NEW 12'x12' WATER
ESMT. TO OVWSD
D U P
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_00 DENNY'S
M TA EDMONDS LLC
8431 244TH ST. S
PARCEL
00463303200102
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F F -S
441
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440
11
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STA +31.00:
1 - 8 - TEE (FLxFL)
1 - 8" GATE VALVE (FLxMJ, SO
1 - 8" - BLIND FLANGE (FL, NOR
1 - 8" N ADAPTOR (FLxMJ, WEST)
CONC. BLKG.
NEW 15' ESMT.
TO OVWSD
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6
�7 I I I
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- 7,7
WI--- --- ---- W-
II -
NOTE: DEVELOPER SHALL OBTAIN
N I I 5 APPROVAL OF ALL NEW EASEMENTS
I WITHIN THE ARBYS PROPERTY.
�
PER OLYMPIC VIEW WATER AND SEW191' 8"DIER g I I NEW 9.5' WATER
DISTRICT CONSTRUCTION STANDARDS � ; I I ESMT. TO DISTRICT
Ln � �I I II I EX. '
w II 21+00 I 40.0 PRIVATE ACCESS &UTILITY ESMT.
PH DENOTES POTHOLE LOCATION � i I I I ARBYS
PRIOR TO ANY CONSTRUCTION. N I I I II I BEYE BROTHERS LLC
CONTRACTOR SHALL FIELD 6" MAIN o I I 8425 244TH ST. SW
U
o I I DEPTH. ALSO MEASURE STORM X'ING ABANDON EX. 6" � 1 PARCEL 00463303200200
E
--- EX. CONDOMINIUM (LES CHATEAUX DEPTHS WHERE SHOWN. CAST IRON MAIN zEX. 8"W (CI) ABANDON EX. 6"W (CI)8603 244TH ST. SW I I 144 RESTRAIN MIN. (2) FULL
CUT CAP PARCELS 00668000-100100 TO-300500 ---- ---J / EX CONDOMINIUM (WINDCREST� � II I I I STICKS TO NORTH
NEW 8"DI SPOOL EX. 6" CI I REMOVE AND RETURN g515 244TH ST. SW I `I
NEW 8"DI SPOOL Cj 1 EX. FH TO DISTRICT N N
� INSTALL CB INLET FILTER PARCELS 00845400-100100 TO-200500 I
PROFILE - POINT OF CONNECTION ,6� I NEW 400 WATER PER DTL. 3/C6.1 (TYP) EX. WATER ESMT. _
wI l ESMT. TO OVWSD CUT & CAP. REUSE EX. FIRE HYDRANT. NEW 4'x10' WATER NEW 7 x15 WATER I
STA 3+20t: POINT OF CONNECTION � 000I <�44tt ESMT. TO OVWSD ESMT. TO OVWS VALVE TO BE CLOSED. SUPPLY FROM EAST.
REMOVE EX. 8"X6" REDUCER (MJxMJ) AIR/VAC AT THE HIGHEST REMOVE EX. VALVE BOX 20.0I 3.0'
ABANDON EX. 6" 1 CAST VALVE TO BE CLOSED. I I
1 - 8" Cl / 8" DI COUPLING POINT OF THE MAINLINE. � 5 244t. P
CAST IRON MAIN
2 - 45' VERT. BENDS (RJ) OVWSD DWG. NO. W-11. 1 2 (FILL W/ GROUT) oI ACK OF EX. 3 4 (FILL W/ GROUT) REMOVE EX. VALVE 633 -SC -
2 - 8" HU SPOOL (RJ) ' W�LLSIDEWALK (TYP -- - - - - I
-9
OHU OHU - OHU �56 - ,D-
_ - - - 0 U OHU 0 U - OHU OHU - - OHU OH U - i � ly`P / \
_ OHU OHU OHU HU OHU . 0
OHU OHU - OHU OHU % HU OHU 0 OHU OHU OHU OH OHU OHU - - ' HU - - OHU OHU OHU OHU
I OHU OHU OHU OHU OHU OHU OHU OH OHU HD - - - �HU-"- - - - - - y
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----w----w---EXw--�Iw--W----W----w---- ---- �- ---- ---- ----
EX. 8"CI�� o -- ---- ---- - -- ---- ---- -- - -- - -- - PH • X g"W - - --- - --
---- -- - ---- --- ----
PH - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ EX. 6" D EN PER AGENCY MAPS ---W----W----W----W----W----W---W--- W---W---- W---- W--
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--W-- -- --- --- --
"' PH----W----W----W-- W----W----W---- --- W--- -- IA/ --- ----W- --:' ---W-W----W----
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--- - --- W- -- W---- W---=,W' W---- W-- - W _
150' 8"DI (RJ) o ____ ����w �� ��� - -- - ---- --'ins---
w W-�'"
o ., '� w
_ I W-w----w--
_ °O �' I 179' N 8"DI (RJ) RESTRAIN ALL PIPE I P" INSTALL',STRAW WATTLE ER DTL. 8/C6.1
- - LOCATE AND EXPOSE NEAREST � ,;;;; ,,,,,,,; „�,; � _;;;;;;;;;;;u;u;u;u;u�llll;;; o
ll 244TH ST.
(2) EX. Cl PIPE JOINTS & o - I _ - L ;;;i;;;;;;;;;;;;;;;;;;;;; ,,, I = 22' 8"DI (RJ)
INSTALL BELL RESTRAINTS CD i o + T_ - - IN
0.,,,,,,
�r �N `L+00 A
+ RESTRAIN ALL PIPE IN 244TH ST. N 89°07 04 W I _
+ + I (ACCESS ROAD) o INSTALL CB INLET FILTER
30.0' EX. R W S-- I- S---- ---- ---- -- - 5---- 5---- --- N� I P
S - - ___ ____ ____ �_ ____ _� N DOWNSTREAM CB
TD
L S S � I � o � o co �
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"" """""" ER DTL. 3/C6.1 (TYP)
S S S S S--- 5---- 5----�---- S---- S--2- S---- S- - 5---- S--
5---- --- S-- - 5---- 5---- 5---- S-
18.0't - - - - - --
244TH ST. SW -
ROADWAY CURB & SIDEWALK SHALL EX. 12"W (CI) STA 4+75.00, 18.00'LT RESTRAIN ALL PIPE OHU 0 ^H11-----------------
-
BE RESTORED PER CITY OF EDMONDS (CITY OF EDMONDS) 1 - 8%6" TEE (RJxFL) IN 244TH ST. TEMPORARY BLOCKING FOR BACK OF EX. FH TEE STA 6+54.05, 18.0'LT:
COVER VARIES UP TO 6-FT! CONTRACTOR TO i i CONSTRUCTION STANDARDS. USE EXTREME CAUTION 1 - 6" GATE VALVE (FLxRJ)
POTHOLE & VERIFY WHERE NOTED "PH", PRIOR TO "' I�� 1 - 8%8" TEE (FLxFL)
I I BACKFILL 12 ABOVE PIPE & WHILE TRENCHING AND 1 - 6 DI SPOOL (RJ) I
ANY CONSTRUCTION! DURING NEW MAIN INSTALL, I I SURFACE RESTORATION PER 1 - 8" ADAPTOR (FLxRJ, WEST) cn
WATER INSTALLATION! 1 -FIRE HYD. ASSY PER STD. DTL. W L SW 244TH STREET ( )
POTHOLE EVERY 20' TO CHECK I O I CITY STD. DTL. E4.5. SCENARIO #1: IF MIN. 18 VERTICAL SEPARATION THEN � 1 - 8 CAP FL, EAST
& DOCUMENT DEPTH. CTR. OF FH ®32.0 LT OF R/W C/L
O NORMAL BEDDING/BACKFILL PER OVWSD DWG. N0. W-8. 1 - 8 GATE VALVE (FLxRJ, NORTH)
NOTE: FH LATERAL TO CROSS
EX. 12"W (CITY OF EDMONDS) , SCENARIO �2OVER EX. 6" WATER MAIN
EX. 6"W : IF LESS THAN 18 VERTICAL SEPARATION
12.7 t (OVWSD) BETWEEN TOP OF EX. 6" Cl AND BOTTOM OF NEW 8" WM, NOTE: NO THRUST BLOCKS
ABANDON & THEN THE EX. PIPE SHALL BE CAREFULLY EXPOSED AND
FILL WITH GROUT THEN BACKFILLED WITH CDF BEFORE BEDDING THE NEW PIPE. AGAINST EX. 12" WATER MAIN
TYPICAL BEDDING SHALL BE PROVIDED BELOW THE NEW 8" (CITY OF EDMONDS)
WM. NO LESS THAN 6" OF CDF SHOULD BE PROVIDED OVER
FIRE MARSHALL APPROVAL REQUIRED
WATER SYSTEM IMPROVEMENTS SHALL BE
S 00°52'59" W-
5.00
S 89°07'04" E 40.00
CUT & CAP.
REMOVE EX. VALVE BOX.
EXIST BLDG
to
D10
1
NOTE: IF WATERMAIN TO NORTH CONFLICTS WITH
THE EXISTING 6" MAIN, THEN CONSTRUCT
TEE BELOW EXISTING MAIN.
0 10 20 40
SECTION- 244TH ST. WATERMAIN THE EX. Cl PIPE. THE DISTRICT INSPECTOR SHALL BE
2 SCALE: N.T.S. CONTACTED IF THE EXISTING PIPE DEPTH IS TOO SHALLOW 1 inch = 20 ft.
AND THE ABOVE CAN'T BE ACHIEVED.
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