REV 5 C5.00-3 UTILITY PLANPORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
\ I
SEWER GENERAL NOTES 7' CHAI INK FENCE \ I A SEPARATE R/W CONSTRUCTION
1.4's X 0.1'E PROP.COR. I / PERMIT IS REQUIRED FOR ALL
1. CONTRACTOR TO VERIFY FIRE LINE SIZE WITH SPRINKLER DESIGNER. COORDINATE WITH CIVIL ENGINEER IF DESIGN \ � z
WORK WITHIN THE CITY R/W.
REVISION IS REQUIRED. 5' CHAINLINK FENCE CROS�ES
PL 9.05' S. OF PROP. COR. \ I I z I EXISTING FIRE HYDRANT
2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE EDMONDS STANDARD DETAILS, SECTION 6. �6" FIR � I � i cHAINUNK F
(WITHIN 50 OF PROPOSED FDC)
UTILITY LOCATES: 811 \ ''
PLAT 0. 3' I I 0 �� N89°06'13"W 325.83' 35�.42 �Co
3. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR TO FIR 3 E OF SBD. -X�X =� = - - _ X_ `-_ _ _ -_ _ `�� 1 '` DOUBLE CHECK DETECTOR °
I
COORDINATE WITH CITY INSPECTOR. 4 FIR -
-� - 355� - - - 55 - - - - VALVE ASSEMBLY PER - - �� -- 3- 1
------ ---------
w /"' I STD DETAIL WA- 142A & 55.
4. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE STREET CENTERLINES OF THE DEVELOPMENT, CENTER OF NOTE: HELD PLAT IN THIS Co I / WA-1426 SHEET C5.10-3
CUL-DE-SACS, ALL SEWER LINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. I„ FIR AREA, OVERLAPS SUB .LINE 3 163 LF 6" DI CL52 (FIRE SERVICE)
SEE PROFILE ON SHEET C5.01-3 /
5. HORIZONTAL CONTROL DATA SHALL BE NAD '83/'91. VERTICAL CONTROL SHALL BE NAVD-88 DATUM. 5a 1-6" 45° BEND (MJ) 1-6" 22.5° BEND (MJ) I �/ " POST INDICATOR VALVE °
W THRUST BLOCK
6. AT THE CONCLUSION OF CONSTRUCTION, THE DEVELOPER'S REGISTERED PROFESSIONAL SURVEYOR SHALL PREPARE FIR 5' CHAINLINK NCE 4o / W/ THRUST BLOCK I (MJ W/ MEGA LUGS)
F
A DRAWING BASED ON THE SURVEYED LOCATION OF ALL AT -GRADE APPURTENANCES INSTALLED, INCLUDING BUT 6" FIR I II 18' MJ W/ MEGA LUG CONNECTIONS
�5
NOT LIMITED T0, LOCATION OF EXISTING MANHOLES INCLUDING RIM &ALL INVERT ELEVATIONS AND NEW MANHOLE ��� . o0
LOCATIONS INCLUDING RIM & ALL INVERT ELEVATIONS. THE DRAWING SHALL BE PROVIDED TO THE CITY IN AUTOCAD + I I CHAINLINK FENCE IS 0.4'S / - - - - - - - - - pp
- - - - - - - - - - - - - - - -
FORMAT, R 2000 OR NEWER. IN ADDITION, ALL SEWER EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR \ / / / /
INTERSECTION WITH PROPERTY LINES AND AT 25 FOOT STATIONS ALONG THE EASEMENT LINES. \� (n
0.3 x 2'w OF PROP. COR.
W 311 f 3 4" WATER SERVICE I ° '
/ / 8 MJ W/ MEGA LUG CONNECTIONS
CONSTRUCTION: � � �\ � / /
8" EMLO �� / CNN 94 LF 6" DI CL52 / / PAR. A 11 LF 6 DI CL52
7. THE SEWER MAIN SHALL BE PLACED FIVE (5) FEET SOUTH OR WEST FROM THE CENTERLINE OF ROADWAY,UNLESS_ °�6' 11 biMLO (FIRE SERVICE) / / EX CB T (FIRE SERVICE) FDC �. 6" FIRE SERVICE
OTHERWISE SHOWN ON THE PLAN. - -1 n _ PLAT 0.16' / / / - - - EO-3 9512 30"CMP V 3 SEE CONNECTION DETAIL
FENCE 1 "HEML E OF SUBD./ / / FSPH LT ON THIS SHEET (LEFT)
8. A MINIMUM TEN (10) FOOT HORIZONTAL SEPARATION MUST BE MAINTAINED BETWEEN THE SANITARY SEWER LINE HEM 0 EDAR m A / \ IE=349.01 30"CMP
AND THE WATER MAIN. �' HEML 2 D ® Gj1o� / / ® " SEQUOIA EX CB TYPE 2 48" \ 3/4" WATER SERVICE PER �� 8' MJ W/ MEGA LUG CONNECTIONS
/ STD DETAIL WA-130 W/ RPBA Q
9. AFTER TRENCH BACKFILL AND COMPACTION, PVC SANITARY SEWER MAINS SHALL BE TESTED FOR DEFLECTION AS 30"CMP W IE=349.40
SPECIFIED IN SECTION 7-17.3(2)G OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION'S STANDARD 42" FIR - _ / / f :• / / 30"CMP SE IN HOT BOX PER STD DETAIL
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. TEST OBSERVATION AND INSPECTION BY THE ® \ „ / / / asp 160A&B AND ET C5.0 ON,,:"". o
CITY INSPECTOR. �' \ 1-6 45° BEND (MJ) / / / / I Sp Sp 50 1 SHEET C5.01-3 3 °
\ \ W/ THRUST BLOCK / /
10. WHENEVER SANITARY SEWER CROSSES BELOW A WATER MAIN, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION \ i // / S°
THAT THE TOP OF THE SEWER LINE IS AT LEAST EIGHTEEN (18) INCHES BELOW THE BOTTOM OF THE WATER MAIN. 33 // PAINT STQ1P
11. ALL MANHOLES SHALL HAVE A MINIMUM DROP OF ONE -TENTH (0.10) FOOT AND FIVE -TENTHS (0.50) FOOT SEE UTILITY DETAIL SHEET
MAXIMUM DROP BETWEEN INVERT IN AND INVERT OUT. / I / °� "
5D • • C5.10-3 FOR SEWER AND
I -------------- -----------__-- - 3 ° WATER DETAILS
12. MANHOLES IN THE PUBLIC RIGHT-OF-WAY SHALL BE A MINIMUM OF EIGHT (8) FEET IN DEPTH OR PER APPROVED / / Sa /
66
PLANS.
13. MANHOLES NOT IN PAVED PUBLIC RIGHT-OF-WAY TO HAVE LOCKING LIDS AND ALL FRAMES SHALL BE LOCKING / » / • FD FDA-
19 LF 6 DI CL52 .. • . • : "/ � .-. 1 •/• �
TYPE PER THE STANDARD DETAILS.
I (FIRE SERVICE) APPROXIMATE LOCATION
14. FOR PIPE SLOPES GREATER THAN 20% , RESTRAINED -JOINT DUCTILE IRON PIPE SHALL BE USED FOR EVERY 5' CH I INK OF RISER ROOM, SEE
JOINT. / FE cE / ARCHITECTURAL PLANSLL
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15. SIDE SEWER STUBS SHALL HAVE A MINIMUM OF TWO (2) PERCENT SLOPE AND MAXIMUM OF FORTY-FIVE (45) 0- / sD ---
DEGREE /
SLOPE. STUBS SHALL BE 6" MINIMUM DIAMETER. FOR ALL STUBS LESS THAN EIGHT (8) FEET IN DEPTH z / --sD 3 v
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 �D / /V.
WORDS "SANITARY SEWER".
MATERIALS: SDR 35 PVC
16. SANITARY SEWER PIPE LESS THAN EIGHTEEN (18) FEET IN DEPTH AND LESS THAN 20% SLOPE SHALL BE PVC
SDR-35 AND SHALL BE BEDDED WITH CLEAN GRANULAR MANUFACTURED PEA FIELD LOCATE AND CONNECT /
CONFORMING TO ASTM D-3034, , / PLUMBING TO EXISTING WATER
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 SERVICE (CONTRACTOR TO COORDINATE) �c�N /
Cli
AND TYTON JOINT. ALL DUCTILE -IRON PIPE MUST MEET THE REQUIREMENTS OF AWWA C-151. o i�89°06'13"W 336.59'
17. HIGH -DENSITY POLYETHYLENE (HDPE) SHALL BE SDR-11 MINIMUM. �.
MAINTAIN & PROTECT 6" SIDE SEWER / 3EX SSMH
• EXISTING SIDE SEWER CONNECTION / / / I L ° TOP=351.81
8x6 TEE (FLxMJ) EXISTING GAS CONNECTION IE= 350.07 a / -
W MEGA LUGS " w (CONTRACTOR / IE=342.39 CTR CHANNEL
8 DI SPOOL (MJ) / TO COORDINATE) 3 (IN N, OUT S)
8" DI SPOOL (MJ) W/ (MEGA LUGS) -358 /
W/ (MEGA LUGS) I l • o ° EX CB TYPE 2 54"
8 MIN. SUPPORTED c� i
8 MIN. SUPPORTED W/ (MEGA LUGS) I ,.: ; ' .., s. a : - - - - - S _ - - _ - - - - ` J/ / / / TOP=353.91
W/ (MEGA LUGS - EXISTING 8" I / N �� I r SD I / °i TOP INSIDE CB=353.44
DI WATER MAIN N 6" SSCO \SD / s5 �� TOP OF 12"CMP STANDPI PE=352.61
" RIM TO GRADE SI �. BOTTOM 12"CMP STANDPI PE=346.61
CONCRETE BLOCK IE= 349.87 S�, �`� IE=346.50 30"CMP W
SUPPORT (TYP) o N Cf)I J sp 5sD ° s / IE=346.43 30"CMP N
- SD / Q
8" MJ DI LONG 8" MJ DI LONG I EX CB TYPE o c 1 SD SD 55 Z IE=348.45 12"CM
BODY COUPLING J w BODY COUPLING TOP=354.17 IE 49. IE=348.35 12"AD: LEGEND
(2) 8 RSGV FL MJ 30"CMP E POTHOLE TO LOCATE 5 '5
W/ (MEGA LUGS) W/ (MEGA LUGS) w a W/ (MEGA LUGS) I D Sp sd - EXISTING SIDE SEWER 3 EX CB TYPE ,
CLE U SO s
5 LF 6" DI SPOOL (MJ) Y " TOP 15' PRIOR TO CONSTRUCTION _ 1 TOP 350.89 �w- WATER LINE
W/ (MEGA LUGS) a o EXISTING 12 CONCRETE IE-3 1 9 °� N CONNECT TO EXISTING 5s
STORM MAIN (CROSSED CLEANOUT IE= 348.65 IE� 348.25 12"ADS NW /
TOP=354.64'
Z OVER WATER LINE SS - 55 3
w ) ),- S$ •,A a 54 o a DDCA DOUBLE DETECTOR CHECK VALVE ASSEMBLY
6" RSGV MJ I� 55 ss s 48
W/ (MEGA LUGS) o I ss ss s ss ss- -Ss • D /o °
INSTALL MEGA LUGS WATER SERVICE a FIRE DEPARTMENT CONNECTION
AT POST -INDICATOR -VALVE PER PLAN I LEANOUT ° �� a� m /
PLAN VIEW u� OP=353.53'
�I CONTRACTOR TO FIELD LOCATE A
348.03i a �� POST INDICATOR VALVE
\ AND TV EXISTING SIDE SEWER
940 STYLE CAST ACP SURFACE �O TO VERIFY INTEGRITY FOR REUSE FD-111
FD -356_ FD °
AND EXTENSION VALVE X �PER CCOE THICKNESS
DTL GU-410 IF LINE IS DAMAGED COORDINATE - O TEE
SIDE SEWER IMPROVEMENTS - °
WITH CIVIL ENGINEER w °
• \ °Uv 3 ° / BEND
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SD O O \ �ss� O / ° �� ° m GATE VALVE
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so - ° °s / COUPLING
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UNDISTURBED NUMBER OF BRICKS o o FID FD
d REQUIRED DEPENDS ONSOIL (TYP) 7/ 11 E==== E==== E=== �°
(NATIVE) •; : • • AMOUNT OF OVER EXCAVATION
EX CB TYPE 1
�����%\\\\\%i\\\/v/i\\\/ \//\/%\%i\\%i\%i\%i\%i\� FD FD FD FD ° TOP 44.74 9
9D C F FD FD IE=344.74 12"ADS W CALL BEFORE
NOTES: DD -3`�-- RFD �� ° °
1. BACKFILL SHALL BE PER COE STD DTL GU-400. 9`O6'3O"W ,306.32' 3 /
2. ALL FITTINGS AND PIPE JOINTS MUST BE MECHANICALLY RESTRAINED. YOU D;G 811
ELEVATION VIEW / , • UNDERGROUND SERVICE (USA)
0.58 SHORT PLAT � �, °
WATER MAIN CONNECTION DETAIL TO N. LINE S. 100'
(MODIFIED C.O.E. STD DTL WA-181) N. 300' AS MEAS. I �o 3 ° °� APPROVED FOR CONSTRUCTION
N.T.S. ALONG W. LINE / ?�
r � ��, CITY OF EDMONDS
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C5.00-3
PERMIT #BLD20190120