HomeMy WebLinkAboutD-4017118645500170
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RIGHT OF WAY
(TYPICAL)
L
A
K
E
YOUNG
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W
A
Y
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E
LAKE
Y
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MMMMM-0+31
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3
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0
04+004+55STA:2+52.72, 23.40'LT
STA:4+16.18, 40.86'RT
(1) FIRE HYDRANT ASSEMBLY
WITH 6' X 6' X 6" CONCRETE PAD
STA:2+40.92, 4.68'RT
(1) 45° BEND (MJ X MJ)
WITH THRUST BLOCKING
STA:2+92.77, 4.60'RT
(1) 22.5° BEND (MJ X MJ)
WITH THRUST BLOCKING
(E) SANITARY SEWER PIPE (TYP.)
(E) 4" STEEL WATER MAIN,
TO BE ABANDONED IN PLACE
(E) 4" STEEL WATER MAIN,
TO BE ABANDONED
IN PLACE
STA:-0+12.57, 11.46'R
POC
(1) 12"X8" CUT-IN TEE (MJ X FL)
(1) 12" GATE VALVE (MJ X MJ)
(1) 8" GATE VALVE (FL X MJ)
(3) 12" SPOOL
(2) 12" TRANSITION COUPLING
WITH THRUST BLOCKING
STA:4+16.09, 9.07'RT
(1) 8" X 6" TEE (MJ X FL)
(1) 6" GATE VALVE (FL X MJ)
WITH THRUST BLOCKING
STA:1+05.79, 22.74'LT
STA:1+73.61, 23.32'LT
STA:2+19.15, 23.08'LT
STA:2+21.84, 22.48'RT
STA:3+80.11, 23.65'RT
STA:4+42.01, 25.57'RT
STA:4+42.97, 24.37'RT
STA:3+27.19, 24.12'LT
STA:4+14.31, 41.82'LT
STA:4+42.36, 27.12'LT STA:0+44.38, 22.85'RT
2
STA:3+17.94, 23.29'LT
2
2
2
2
2
2
2
2
2
2
2
2
3
1
248 L
F
8" DI
PI
P
E
47 LF
8" DI
P
I
P
E120
LF8" D
I
P
IPE
(E) 2" STEEL PIPE,
TO BE ABANDONED
IN PLACE
(E) 12" STEEL CONCRETE-LINED PIPE
WATER MAIN
(590 PRESSURE ZONE)
(E) 12" STEEL CONCRETE-LINED PIPE
WATER MAIN
(590 PRESSURE ZONE)
(E) SANITARY SEWER PIPE (TYP.)
PROPOSED
STORM DRAIN PIPE (TYP.)PROPOSED
STORM DRAIN PIPE (TYP.)
(E) UNDERGROUND
TELECOMMUNICATIONS
(E) UNDERGROUND
ELECTRIC UTILITY
(E) 2" BLOWOFF ASSEMBLY
TO BE ABANDONED
(E) 6" STEEL WATER MAIN,
ABANDONED13'
12'
(E) 6" STEEL WATER MAIN,
ABANDONED
5.2'
(E) FIRE HYDRANT ASSEMBLY
9'
14'
13'
9.5'
(E) 12" STEEL WATER MAIN,
ABANDONED
(E) 12" STEEL WATER MAIN,
ABANDONED
(E) 6" STEEL WATER MAIN,
ABANDONED
4
4
4
4
4
4
3'
5'
(E) FENCE, PROTECT IN PLACE
(E) FENCE,
REMOVE AND RESTORE AS NEEDED
5
6(1) 4" PLUG (MJ)
(1) 4" CAP
8
7
JOINT RESTRAINT SYSTEM
BEGIN APPROX. STA 2+01.00
END APPROX. STA 3+32.00
SEE GENERAL NOTE 6BID SETLAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
1.WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH
POLYETHYLENE ENCASEMENT.
2.WATER MAIN SHALL BE INSTALLED WITH NO LESS THAN
THREE FEET (3') AND NO MORE THAN SIX FEET (6') COVER
FROM FINISHED GRADE TO TOP OF PIPE. WATER MAIN
SHALL BE INSTALLED NO LESS THAN SIX INCHES (6") ABOVE
NEW AND EXISTING STORM DRAIN AND SANITARY SEWER
PIPES, MEASURED FROM EDGE OF PIPE TO EDGE OF PIPE.
3.NEW WATER MAIN SHALL BE INSTALLED NO LESS THAN
FOUR FEET (4') HORIZONTALLY FROM EXISTING (TO BE
ABANDONED) WATER MAIN.
4.INSTALLATION OF CUT-IN TEE SHALL BE FACILITATED BY
SHUTTING THE WATER VALVES (TO BE DONE BY CITY
FORCES) AT THE FOLLOWING LOCATIONS:
4.1.APPROXIMATELY 405' NORTHWEST OF THE POINT OF
CONNECTION, IN LAKE YOUNGS WAY SE, SOUTH OF THE
INTERSECTION WITH SE ROYAL HILLS DRIVE.
4.2.APPROXIMATELY 245' SOUTHEAST OF THE POINT OF
CONNECTION, AT THE NORTHERN CORNER OF THE
INTERSECTION OF LAKE YOUNGS WAY SE AND SE 16TH
STREET.
5.TRENCH REQUIREMENTS SHOWN ON DETAIL 2, SHEET C301.
6.RESTRAINT SYSTEM FOR PUSH-ON PIPES SHALL BE
INSTALLED AT THE LOCATIONS INDICATED AND SHALL BE
HARNESS-TYPE, MEGALUG SERIES 1700, ROMAC 600 SERIES,
OR EQUAL. RESTRAINT SYSTEM SHALL BE INSTALLED A
MINIMUM TWO JOINTS OR 36' FROM EACH FITTING.
7.ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE
WEDGE-TYPE RESTRAINED RETAINER GLANDS EQUAL TO
MEGALUG SERIES 1100 OR ROMAC ROMAGRIP.
8.INSTALL ALL CONCRETE THRUST BLOCKING PER CITY
STANDARD PLANS; SEE DETAILS 1-3, SHEET C502.
9.INSTALLATION OF NEW WATER SERVICES SHALL BE
PERFORMED VIA HOLE HOG METHOD BENEATH EXISTING
SIDEWALK.
10.CONSTRUCTION AND TRANSFER OF DOMESTIC SERVICES
SHALL BE PERFORMED SUCH THAT EACH SERVICE IS
MINIMALLY DISRUPTED.
11.TRANSFER OF WATER SERVICES TO BE PERFORMED BY
CONTRACTOR; METER SETTING TO BE PERFORMED BY CITY
FORCES.
12.CONTRACTOR SHALL RESTORE DISTURBED AREAS TO
ORIGINAL CONDITION OR BETTER.
WATER UTILITY PLAN
N
KEY NOTES
POINT OF CONNECTION TO EXISTING WATER MAIN.
INSTALL 1" DOMESTIC WATER SERVICE AND METER BOX AND
CONNECT TO EXISTING PRIVATE SERVICE LINE BEHIND ROW LINE. CITY
FORCES TO REINSTALL EXISTING AMI METER TO NEW SETTER.
REMOVE AND SALVAGE EXISTING METER BOX AND SETTER.
INSTALL FIRE HYDRANT ASSEMBLY.
EXISTING, ABANDONED STEEL WATER MAIN TO BE CUT AND CAPPED
AS NEEDED FOR CONSTRUCTION OF NEW WATER MAIN AND STORM
DRAIN IMPROVEMENTS.
INSTALL WATER MAIN USING PIPELINE DEFLECTION PER
MANUFACTURER GUIDELINES TO ACHIEVE DESIGN ALIGNMENT.
UPON FINAL CONNECTION OF NEW WATER MAIN TO EXISTING SYSTEM
AND TRANSFER OF ALL DOMESTIC SERVICES, CUT AND CAP EXISTING
4" STEEL WATER MAIN AND INSTALL 4" MJ PLUG ON EXISTING GATE
VALVE. REMOVE LID AND TOP SECTION OF VALVE BOX. EXISTING
SECTION OF ROADWAY TO BE REMOVED AND REPLACED.
EXISTING 2" BLOW-OFF ASSEMBLY TO BE ABANDONED, LID AND TOP
SECTION OF VALVE BOX TO BE REMOVED. EXISTING SECTION OF
CONCRETE SIDEWALK TO BE REMOVED AND REPLACED.
POLYPIG STATION.
1
2
3
4
5
6
7
8
GENERAL NOTES
Feet
1" = 20'
4020010WTR - 27 - 40171
C501
5
C502
3
C501
2
C501
5
C501
4+11.6, 10.0' RT
4+13.4, 41.2' RT
-0+11.7, 10.1' RTAS-BUILTAS-BUILT1 BS 06/28 JM
D-401711