REV 4 APPROVED ENG RESUB1 C5.00.3 6.24.20SEWER GENERAL NOTES �' CHAlIINK FENCE IS
1.4'5 x 0.1°E PROP.CaR.
1. CONTRACTOR TO VERIFY FIRE LINE SIZE WITH SPRINKLER DESIGNER. COORDINATE WITH CIVIL ENGINEER IF DESIGN
REVISION IS REQUIRED. 5' CHAINLINK FENCE CRO%ES
PL 9,05' S. OF PROP, C
2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE EDMONDS STANDARD DETAILS, SECTION 6. =16" FIR
UTILITY LOCATES: 811
PLAT 0
-i'8" FIR
3. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR TO 3 E OF S BD.
COORDINATE WITH CITY INSPECTOR. "FIR
z" ^7
4. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE STREET CENTERLINES OF THE DEVELOPMENT, CENTER OF FIR NOTE: HELD PLAT IN Tws
CUL-DE-SACS, ALL SEWER LINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. �" FIR AREA, OVERLAPS SUB[ . LINE
5. HORIZONTAL CONTROL DATA SHALL BE NAD '83/'91. VERTICAL CONTROL SHALL BE NAVD-88 DATUM. ! '
6. AT THE CONCLUSION OF CONSTRUCTION, THE DEVELOPER'S REGISTERED PROFESSIONAL SURVEYOR SHALL PREPARE // FIR 5' CHAINLINK F,NCE -�--�"
A DRAWING BASED ON THE SURVEYED LOCATION OF ALL AT -GRADE APPURTENANCES INSTALLED INCLUDING BUT
�,...- FIR
NOT LIMITED TO, LOCATION OF EXISTING MANHOLES INCLUDING RIM & ALL INVERT ELEVATIONS AND NEW MANHOLE S .
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
1 PL 3.98` E. OF PROP. COR. ' lE=344.32 CTR CHANNEL-
- / A SEPARATE R W CONSTRUCTION (IN N; w, OUT s) /� /� PERMIT IS REQUIRED FOR ALL
/ 0` x / y WORK WITHIN THE CITY R/W.
7 F /
EXISTING FIRE HYDRANT
CHAINLINK FENCE Cn , (WITHIN 50 OF PROPOSED FDC)
x -��°`� N89°06'13"W 325.83'
...0 DOUBLE CHECK DETECTOR
w
I - -- -� 3--== _
- - - VALVE ASSEMBLY PER - -� _ --- --
T. e- -
55.
STD DETAIL WA- 142A & ' �
Y WA-142B SHEET C5.10-3 , • -
163 LF 6 DI CL52 (FIRE SERVICE) '
SEE PROFILE ON SHEET C5.01-3
1-6" 45' BEND (MJ) ALL CURBS EXTRUDED 1-6" 22.5' BEND (MJ)
POST INDICATOR VALVE
Wj THRUST BLOCK W/ THRUST BLOCK (MJ W/ MEGA LUGS)
UNLESS CTHERWISF NOTED I -
:k _---_-_.- -T------._---------------------- -- 18' MJ W/ MEGA LUG CONNECTIONS
\ C:)�
W W / '
LOCATIONS INCLUDING RIM & ALL INVERT ELEVATIONS. THE DRAWING SHALL BE PROVIDED TO THE CITY IN AUTOCAD \ i� `� �- - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - D /
FORMAT, R 2000 OR NEWER. IN ADDITION, /' --
CHAINLINK FENCE !S o.4'S .. ,
ALL SEWER EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR \ / D�
� X .2'w OF PROP. CaR. / `�' / q � � � �
INTERSECTION WITH PROPERTY LINES AND AT 25 FOOT STATIONS ALONG THE EASEMENT LINES. 0' W / I J
�
CONSTRUCTION:Q� 1, / 311 f 3/4 WATER SERVICE \ 8 MJ W/ MEGA LUG CONNECTIONS
r
MLo 8,r EMLa`� /° 94 LF 6" DI CL52 / PAR. . A Ex ca !": 11 LF 6" DI CL52 FDC ..
btu:' (FIRE SERVICE)
7. THE SEWER MAIN SHALL BE PLACED FIVE (5) FEET SOUTH OR WEST FROM THE CENTERLINE OF ROADWAY,UNLESS �59'C36' " (FIRE SERVICE) 6 FIRE SERVICE 2
OTHERWISE SHOWN ON THE PLAN. / ,
- ! PLAT 0.16' :' - _ TOP=352• SEE CONNECTION DETAIL
FENCE OF SUED, / �� w ON THIS SHEET LEFT
/ ---�4-�. IE=349.12 30°CMP NW a �
HEML E / / 1" a~� (LEFT)
8. A MINIMUM TEN (10) FOOT HORIZONTAL SEPARATION MUST BE MAINTAINED BETWEEN THE SANITARY SEWER LINE 0 / / �+
AND THE WATER MAIN.
HEML
9. AFTER TRENCH BACKFILL AND COMPACTION, PVC SANITARY SEWER MAINS SHALL BE TESTED FOR DEFLECTION AS
SPECIFIED IN SECTION 7-17.3(2)G OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION'S STANDARD 42®F!
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. TEST OBSERVATION AND INSPECTION BY THE
CITY INSPECTOR.
10. WHENEVER SANITARY SEWER CROSSES BELOW A WATER MAIN, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION -- -- -- +
THAT THE TOP OF THE SEWER LINE IS AT LEAST EIGHTEEN (18) INCHES BELOW THE BOTTOM OF THE WATER MAIN.
11. ALL MANHOLES SHALL HAVE A MINIMUM DROP OF ONE -TENTH (0.10) FOOT AND FIVE -TENTHS (0.50) FOOT
MAXIMUM DROP BETWEEN INVERT IN AND INVERT OUT.
12. MANHOLES IN THE PUBLIC RIGHT-OF-WAY SHALL BE A MINIMUM OF EIGHT (8) FEET IN DEPTH OR PER APPROVED
PLANS.
13. MANHOLES NOT IN PAVED PUBLIC RIGHT-OF-WAY TO HAVE LOCKING LIDS AND ALL FRAMES SHALL BE LOCKING `
TYPE PER THE STANDARD DETAILS.
"ONO
_
14. FOR PIPE SLOPES GREATER THAN 20% , RESTRAINED -JOINT DUCTILE IRON PIPE SHALL BE USED FOR EVERY 5' CH I INK
JOINT. /� FE CE
15. SIDE SEWER STUBS SHALL HAVE A MINIMUM OF TWO (2) PERCENT SLOPE AND MAXIMUM OF FORTY-FIVE (45)
DEGREE SLOPE. STUBS SHALL BE 6" MINIMUM DIAMETER. FOR ALL STUBS LESS THAN EIGHT (8) FEET IN DEPTH : -.__-`-^-
INSTALL A THREE (3) INCH WIDE GREEN METALLIC DETECTOR TAPE 12" ABOVE THE PIPE, THE ENTIRE LENGTH OF
THE STUB CONTINUING UP THE 2X4 SIDE SEWER MARKER POST. IDENTIFICATION ON THE TAPE SHALL INCLUDE THE
WORDS "SANITARY SEWER".
MATERIALS: SDR 35 PVC
e,
16. SANITARY SEWER PIPE LESS THAN EIGHTEEN (18) FEET IN DEPTH AND LESS THAN 20% SLOPE SHALL BE PVC 01
CONFORMING TO ASTM D-3034, SDR-35 AND SHALL BE BEDDED WITH CLEAN, GRANULAR MANUFACTURED PEA
GRAVEL FROM 4" UNDER TO 6" OVER THE PIPE.SANITARY SEWER PIPE EIGHTEEN (18) FEET DEEP AND GREATER, OR
ON A SLOPE OF 20% OR MORE, SHALL BE DUCTILE -IRON MINIMUM THICKNESS CLASS 52, CEMENT -MORTAR LINED
AND TYTON JOINT. ALL DUCTILE -IRON PIPE MUST MEET THE REQUIREMENTS OF AWWA C-151.
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17. HIGH -DENSITY POLYETHYLENE (HOPE) SHALL BE SDR-11 MINIMUM. I -
8x6" TEE (FLxMJ
W/ (MEGA LUGS
8" DI SPOOL (MJ
W/ (MEGA LUGS
8' MIN. SUPPORTED
W/ (MEGA LUGS
EXISTING GAS
8" DI SPOOL (MJ)
W/ (MEGA LUGS)
8 MIN. SUPPORTED
W/ (MEGA LUGS)
EXISTING 8"
DI WATER MAIN
CONCRETE BLOCK-
U P T
8" MJ DI LONG
=
BODY COUPLING (2) 8" RSGV FLxMJ
¢ Y
W/ (MEGA LUGS) W/ (MEGA LUGS)
W
5 LF 6" DI SPOOL (MJ
J
W/ (MEGA LUGS
zo
6" RSGV MJj.;d
I
W/ (MEGA LUGS)
co
INSTALL MEGA LUGS
AT POST -INDICATOR -VALVE
PLAN VIEW
940 STYLE CAST
IRON VALVE BOX
ACP SURFACE
MATCH THICKNESS
AND EXTENSION
---pER COE STD DTL GU=410
�- 8" MJ DI LONG
BODY COUPLING
W/ (MEGA LUGS)
EXISTING 12" CONCRETE
STORM MAIN (CROSSED
OVER WATER LINE)
WATER SERVICE
PER PLAN
z MAJN COUPLING
0
m
CONC BRICK SUPPORT
UNDISTURBED > a> NUMBER OF BRICKS
SOIL 4 REQUIRED DEPENDS ON
(NATIVE) • '' ' , . AMOUNT OF OVER EXCAVATION
(T1'P)
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v)
I
1
I ,
P tf
I EX CB TYPE
u
' T0C17 I
30"CMPMP E
15.
5Q
�D _-LF.L4 C
NOTES: = ,�
1. BACKFILL SHALL BE PER COE STD DTL GU-400. ��06'30'+W f306 32r
2. ALL FITTINGS AND PIPE JOINTS MUST BE MECHANICALLY RESTRAINED.
ELEVATION VIEW
WATER MAIN CONNECTION DETAIL
(MODIFIED C.O.E. STD DTL WA-181)
N.T.S.
A
sa
IE=349.01 30 CMP S
SEQUOIA EX CB TYPE 2 48" 3/4" WATER SERVICE PER 8' MJ W/ MEGA LUG CONNECTIONS
2 - - - STD DETAIL WA-130 W/ RPBA,�Q'
/ r= - 36"CMP w IE=349.40 IN HOT BOX PER STD DETAIL
/ 30"CMP SE
I 160A&B AND WA-184 ON �•a !
1-6" 45' BEND (MJ) SD 5� SHEET C5.01-3 $ %
W/ THRUST BLOCK - 5°
3 P,4olt'T ST11P r t /
_ SEE UTILITY DETAIL SHEET
�C5.10-3 FOR SEWER AND
/J
I ------- -------
/ �.•-. . .. -"77WATER DETAILS
- - - - - - -
515...- ��'
4ll �
•
P
19 LF 6" DI CL52
(FIRE SERVICE)
APPROXIMATE LOCATION .. "
OF RISER ROOM, SEE
ARCHITECTURAL PLANS lop /
SID
T.
FIELD LOCATE AND CONNECTAr�xr !;
PLUMBING TO EXISTING WATER 1111 fir
SERVICE (CONTRACTOR TO COORDINATE) " "''` A,,' N o / /
N89°06'13"W 336.59' \ -
,
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MAINTAIN & PROTECT 6" SIDE SEWER ,� - ' �� 4 EX SSMH
SIDE ER CONNECTION
, -
EXISTING E SEW s
CONNECTION IE= 350.07 j - '' ' % / TOP-31.81
(CONTRACTOR p 1 " IE=342.39 CTR CHANNEL_
TO COORDINATE) (IN N, OUT S)
r
'
Ex CB TYPE 2 54"
' + ... 'r . ..' • . . ,' ^' , ."�°y.r'* � x.�"f?�`�;.5"� r" 1«y.�.. F'a �,ypyr y�.pt4
.. <.r
I so pa TOP INSIDE CB=353.44
6 $$CO SD Q / TOP OF 12°CMP STANDPIPE=352.61
I r
RIM TO GRADE 'r sD 1 BOTTOM 12"CMP STANDPIPE=346.61
IE= 349.87 s r SQ, IE=346.50 30"CMP W
=� a
$sD " / 1E=34t�.43 30'°CMP N
50 5D
D .-.__------ 5s Z iE-348.45 12"CM"
sD IE=348.35 12"0 LEGEND
SD- -P POTHOLE TO LOCATE
50 5 EXISTING SIDE SEWER ' -� f / Ex CB TYPE 1
I PRIOR TO CONSTRUCTION 3. " � y� / TOP 350.89 -��w-- WATER LINE
CONNECT TO EXISTING /
CLEANOUT IE= 348.65 N ✓' / j i IE, 348.25 12"ADS NW
(OP=354.64' -"
' DDCA DOUBLE DETECTOR CHECK VALVE ASSEMBLY
ss _ _ SS it 48 �S
SS S5 5 _ 55 _ ss _ 55
FIRE DEPARTMENT CONNECTION
LEANOUT
CONTRACTOR TO FIELD LOCATE
AND TV EXISTING SIDE SEWER
o TO VERIFY INTEGRITY FOR REUSE
IF LINE IS DAMAGED COORDINATE
SIDE SEWER IMPROVEMENTS
WITH CIVIL ENGINEER
SD
0.58' SHORT PLAT .�
TO N. LINE S. 100' I
N. 300' AS MEAS.
ALONG W. LINE
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� EX CB TYPE 1 BUILDING DEPARTMENT Z N
CITY OF EDMONDS
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TOP=348.49
F FD FD IE=344.74 ; 2"ADS w CALLBEFORE _
p .- YOU UTr" s 1 1
UNDERGROUND SERVICE (USA)
I• � ,
/ "A-)
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
,
DATE:
0 10 20 40 BY:
HORIZFm
.
3 CITY ENGINEERING DIVISION
Scale In Feet
C5.00-3