HomeMy WebLinkAboutBiltmore2.C.600&801// ♦♦
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1 WATER PLAN
SCALE: 1" = 50'- 0" HORIZONTAL
75 50 25 0 50 1
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HORIZONTAL SCALE IN FEET ♦
2 CONSTRUCTION KEY NOTES
WATER PLAN \ \
U6 Valve, 6" Gate E23 Elbow, 12", 221/2° ♦
V8 Valve, 8" Gate E45 Elbow, 8", 450 ♦♦
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V12 Valve, 12" Gate E46 Elbow, 12", 45°
T6
Tee, 8" x 8" x 6"
E90
Elbow, 8",901
T7
Tee, 12" x 12" x 6"
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1" Single Water Service Per City of Meridian
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T8
Tee, 8" x 8" x 8"
WS2
3/4" Double Water Service Per City of Meridian
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T12
Tee, 12" x 12" x 12"
SLV
Water Service Sleeve Per City Of Meridian
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Standard Drawing No. W6
T13
Tee, 12" x 12" x 8"
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Temporary Blow -Off Per City Of Meridian Standard Drawing No. W13
X8
Cross, 8" x 8"
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Fire Hydrant Assembly Complete Per
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Reducer, 12" x 8"
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P.C.C. Thurst Block
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Elbow, 8", 11 1/4'1
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Potable/Non-Potable Crossing.
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Elbow, 12", 11 1/4°
After Testing And Approval, Remove Existing
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Blow -Off And Conn .
E22
Elbow, 8", 221/2°
C:\Civil Innovations Projects\2015\15-0122-BS2 Biltmore Subdivision No. 2\200 - Construction Drawings\205 - Construction\15-0122-BE2 C.600 (Water Plan).dwg Last Saved: 04/09/2015 9:19 am
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DWG. DATE
01/22/2015
PROJ.
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120503
SHEET
10 OF 13
C.600
/ 15-0122-BE2/ C.600
C
17'-4"
PLAN
12"x12"x10" TEE, MJxMJxFL
10" GV, FLxMJMJ
B 12" REPAIR COUPLING
THRUST BLOCK
12" MAINLINE
9.8 LF — 10" PVC WATER MAIN
10"00%4" TEE, MJxMJxFL THRUST BLOCK
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1 4.0' LF - 10" PVC WATER MAIN
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-11 — —, 77 /1 .... .. nmol'A 11- — n7n ,o /unTnii c nr%Al i A
PRESSURE REDUCING VALVE VAULT
SCALE: 1 `2'-0"
CACivil Innovations Projects\2015\15-0122-BS2 Biltmore Subdivision No. 2\200 - Construction Drawings\205 - Construction\15-0122-BE2 C.800 (Details).dwg Last Saved: 04/10/2015 10:12 am
10" 90° BEND, MJxFL
THRUST BLOCK
EQUIPMENT NOTES
1O CONNECT TO MAINLINE PER TYPICAL BYPASS DETAIL.
O2 10"0 x 60" DUCTILE IRON SPOOL, FLxFL.
O 10"4 x 28" DUCTILE IRON SPOOL, FLxPE. TRIM TO LENGTH AS REQUIRED.
O 4"0, LIQUID FILLED, 0-160 PSI, DIRECT READING, PRESSURE GAUGE. ±1% ACCURACY OVER MIDDLE ONE—HALF OF
RANGE, WHITE DIAL WITH BLACK LETTERS, ADJUSTABLE POINTER, 270° PRESSURE RANGE ARC DIVIDED INTO 2 PSI
INCREMENTS.
O ADJUSTABLE SADDLE STAND PIPE SUPPORTS. SADDLE STANDS SHALL BE SHAPED TO FIT PIPE WITH WHICH
THEY WILL BE USED AND CAPABLE OF SCREW ADJUSTMENT. PIPE SUPPORTS SHALL BE STANDON MODEL S92 OR
EQUAL.
O NOSHOK 100 SERIES 4mA TO 20mA CURRENT OUTPUT PRESSURE TRANSDUCER. 0-100 PSI PRESSURE
RANGE.
O7 10"0 McCROMETER MODEL MW -500 FLOW METER CONFORMING TO AWWA C704. NO OTHER FLOW METERS WILL BE
ACCEPTED. FLOW METER SHALL BE RATED FOR A 150 PSI WORKING PRESSURE, EQUIPPED WITH INTERNAL STRAIGHTENING
VANES, OPTIONAL STAINLESS STEEL OVER—RUN BEARINGS, AND OPTIONAL FC100 FLOWCOM ELECTRONIC REGISTER WITH
4-20 MA OUTPUT FOR INSTANTANEOUS FLOW AND PULSE OUTPUT FOR TOTALIIZER FLOW COMPATABLE WITH MERIDIAN'S
SCADA SYSTEM. FURNISH AND INSTALL OPTIONAL FS100 FLOW STRAIGHTENER IN PIPE SPOOL UPSTREAM OF FLOW METER
PER MANUFACTURER'S RECOMMENDATIONS.
O WATERTIGHT PRECAST CONCRETE VAULT (AMCOR 8'x16' POWER VAULT SHOWN), OR APPROVED EQUAL. AASHTO HS -25
TRAFFIC LOADING REQUIRED. ALL EXTERIOR SURFACES SHALL BE SEALED WITH CONSEAL CS -55 COATING OR
APPROVED EQUAL. JOINTS SHALL BE SEALED WITH CONSEAL CS -102 OR APPROVED EQUAL. ALL CRACKS AND
JOINTS SHALL BE SEALED WITH VULKEM 116 OR APPROVED EQUAL. PIPE PENETRATION HOLES SHALL BE SEALED
WITH A LINK—SEAL MODEL C MODULAR SEAL OR APPROVED EQUAL AND NONSHRINK WATERPROOF GROUT.
O9 10"0 SERIES 2100 MEGAFLANGE RESTRAINED FLANGE ADAPTER, OR APPROVED EQUAL.
10 10"0 CLA—VAL MODEL 90G-05BY PRESSURE REDUCING VALVE WITH OPTIONAL X101 VALVE POSITION INDICATOR AND
OPTIONAL X43 Y STRAINER AND OPTIONAL X43H STRAINER. MOUNT VALVE CONTROL PIPING ON THE LEFT SIDE OF THE VALVE
AWAY FROM VAULT WALL.
11 32" WATERTIGHT MANHOLE RING AND SOLID COVER WITH THE WORD "WATER" CAST IN THE COVER. CONTRACTOR SHALL
DRILL ONE 1" PICK HOLE IN SOLID COVER LOCATED 6" FROM EDGE OF COVER. SET RIM FLUSH WITH FINISHED SURFACE.
PROVIDE GRADE RINGS AS REQUIRED. INSTALL 12" WIDE BY THICKNESS AS REQUIRED TO MATCH FINISH GRADE (8"
MINIMUM) CONCRETE COLLAR CAST ONTO THE TOP OF VAULT. RING AND COVER SHALL BE TRAFFIC RATED AND SHALL
GENERALLY BE IN ACCORDANCE WITH D&L FOUNDRY, MODEL A-1055. IN LANDSCAPED AREAS COVER SHALL BE SET 2"
ABOVE FINISHED GRADE.
12 36" WATERTIGHT MANHOLE RING AND SOLID COVER WITH THE WORD "WATER" CAST IN THE COVER. CONTRACTOR SHALL DRILL ONE
1" PICK HOLE IN SOLID COVER LOCATED 6" FROM EDGE OF COVER. SET RIM FLUSH WITH FINISHED SURFACE. PROVIDE GRADE
RINGS AS REQUIRED. INSTALL 12" WIDE BY THICKNESS AS REQUIRED TO MATCH FINISH GRADE (8" MINIMUM) CONCRETE COLLAR
CAST ONTO THE TOP OF VAULT. RING AND COVER SHALL BE TRAFFIC RATED AND SHALL GENERALLY BE IN ACCORDANCE WITH
D&L FOUNDRY, MODEL A-1055. IN LANDSCAPED AREAS COVER SHALL BE SET 2" ABOVE FINISHED GRADE.
13 LANE INTERNATIONAL POLYPROPYLENE VAULT LADDER WITH PULL—UP HAND RAIL OR APPROVED EQUAL CONFORMING TO ASTM D4101,
ASTM C497 AND OSHA 1910.26 AND OSHA 1910.27 SPECIFICATIONS. TOP RUNG OF LADDER SHALL BE NO MORE THAN 12" BELOW
FINISH GRADE.
14 INSTALL PRESSURE GAUGE AND PRESSURE TRANSDUCER, MOUNT THROUGH A SINGLE 3/4" TAP IN THE DUCTILE IRON SPOOL.
CONNECTION SHALL INCLUDE A PIPE SADDLE, RED BRASS NIPPLE (3 EA), RED BRASS ISOLATION BALL VALVE, RED BRASS
TEE, RED BRASS ELBOW (2 EA), AND RED BRASS FITTINGS AS NECESSARY TO ADAPT TO THE PRESSURE GAUGE AND
TRANSDUCER. BALL VALVE SHALL BE INSTALLED BETWEEN TAP AND TEE.
15 10" RESILIENT WEDGE GATE VALVE CONFORMING TO AWWA C509 WITH HAND WHEEL, FLxFL.
16 PROVIDE 1"4 SCHEDULE 40 CONDUIT (2 EA) FOR CONNECTION OF POWER AND RADIO ANTENNA TO TELEMETRY SYSTEM. ADJUST
LOCATION AS REQUIRED TO MATCH SITE CONDITIONS,
17 INSTALL 12"0 x 3" SUMP AS SHOWN. INSTALL FLOOR DRAIN IN CENTER OF SUMP IF HIGH GROUND WATER DOES NOT EXIST.
FLOOR DRAIN SHALL INCLUDE 4"0 PVC PIPE IN CONCRETE FLOOR AND 8" OF DRAIN ROCK BELOW VAULT.
g INSTALL 3/4" BYPASS. CONNECT ONE END TO THE EXISTING UNUSED 1" TAP IN THE VALVE CASING. CONNECT THE OTHER END
TO A SINGLE 3/4" TAP IN THE DUCTILE IRON SPOOL. CONNECTION SHALL INCLUDE A 1 "x3/4" BUSHING, PIPE SADDLE, IPF X IPF
CURB STOP (2 EA), BRASS NIPPLE (2 EA), IPM x COMPRESSION COUPLING (2 EA), 200 PSI POLY PIPE, 3/4" BALL VALVE,
FORD LSVB44-233W LINESETTER, 5/8"0/4" WATER METER (FURNISHED BY OWNER), AND ALL FITTINGS AS NECESSARY TO
CORRECTLY INSTALL 3/4" BYPASS. INSTALL 3/4" BALL VALVE ON DISCHARGE SIDE OF METER FOR THROTTLING. ALL FITTINGS
SHALL BE COPPER OR BRASS. INSTALL SUPPORT ON EACH SIDE OF WATER METER USING UNI—STRUT ATTACHED TO VAULT WALL,
OR SIMILAR APPROVED SUPPORT METHOD. TOP OF METER SHALL BE MOUNTED A MAXIMUM OF 8" ABOVE DUCTILE IRON SPOOL.
27.3 LF - 12" PVC WATER MAIN
10"0 PRV STATION
PER DETAIL
1076 PRV STATION
TYPICAL BYPASS DETAIL
N.T.S
12"x12"x10" TEE, FLxFLxFL
12" GV, FLxMJ
12" FLxMJ ADAPTER
10" GV, FLxMJ
12" REPAIR COUPLING
12" MAINLINE THRUST BLOCK
9.8 LF — 10" PVC WATER MAIN
10"x10"0" TEE, MJxMJxFL THRUST BLOCK
4.0 LF — 10" PVC WATER MAIN
10" 90' BEND, MJxFL
THRUST BLOCK
19 10"0 x 18" DUCTILE IRON SPOOL, FLxFL.
20 10"0 x 24" DUCTILE IRON SPOOL, FLxFL.
21
4"0 x 60" DUCTILE IRON SPOOL, FLxFL.
22 3"0 x 36" DUCTILE IRON SPOOL, FLxPE. TRIM TO LENGTH AS REQUIRED.
23 4" RESILIENT WEDGE GATE VALVE CONFORMING TO AWWA C509 WITH HAND WHEEL, FLxFL.
24 4"0 x 24" DUCTILE IRON SPOOL, FLxFL.
2 5 4"0 McCROMETER MODEL MW -500 FLOW METER CONFORMING TO AWWA C704. NO OTHER FLOW METERS WILL BE ACCEPTED.
FLOW METER SHALL BE RATED FOR A 150 PSI WORKING PRESSURE, EQUIPPED WITH STRAIGHTENING VANES, STAINLESS
STEEL OVER—RUN BEARINGS, AND FC100 FLOWCOM ELECTRONIC REGISTER WITH 4-20 MA OUTPUT FOR INSTANTAEOUS FLOW
AND PULSE OUTPUT FOR TOTALIIZER FLOW COMPATABLE WITH MERIDIAN'S SCADA SYSTEM.
26 4"4 x 12" DUCTILE IRON SPOOL, FLxFL.
27 4"0 x 3"@ DUCTILE IRON REDUCER, FLxFL.
28 3"0 SERIES 2100 MEGAFLANGE RESTRAINED FLANGE ADAPTER, OR APPROVED EQUAL.
29 3"4 CLA—VAL MODEL 90G-05BY PRESSURE REDUCING VALVE WITH OPTIONAL X101 VALVE POSITION INDICATOR AND OPTIONAL
X43 Y STRAINER AND OPTIONAL X43H STRAINER. MOUNT VALVE CONTROL PIPING ON THE RIGHT SIDE OF THE VALVE AWAY
FROM VAULT WALL.
30 3"0 x 18" DUCTILE IRON SPOOL, FLxFL.
31 INSTALL PRESSURE GAUGE AND PRESSURE TRANSDUCER. MOUNT THROUGH A SINGLE 1/2" TAP IN THE DUCTILE IRON SPOOL.
CONNECTION SHALL INCLUDE A PIPE SADDLE, RED BRASS NIPPLE (3 EA), RED BRASS ISOLATION BALL VALVE, RED BRASS
TEE, RED BRASS ELBOW (2 EA), AND RED BRASS FITTINGS AS NECESSARY TO ADAPT TO THE PRESSURE GAUGE AND
TRANSDUCER. BALL VALVE SHALL BE INSTALLED BETWEEN TAP AND TEE.
32 INSTALL 3/4" BYPASS. CONNECT TO 3" PIPING USING PIPE SADDLE (2 EA), IPF X IPF CURB STOP (2 EA), BRASS NIPPLE (2
EA), IPM x COMPRESSION COUPLING (2 EA), 200 PSI POLY PIPE, 3/4" BALL VALVE, FORD LSVB44-233W LINESETTER, 5/8"x3/4"
WATER METER (FURNISHED BY OWNER), AND ALL FITTINGS AS NECESSARY TO CORRECTLY INSTALL 3/4" BYPASS. INSTALL 3/4"
BALL VALVE ON DISCHARGE SIDE OF METER FOR THROTTLING. ALL FITTINGS SHALL BE COPPER OR BRASS. INSTALL SUPPORT ON
EACH SIDE OF WATER METER USING UNI—STRUT ATTACHED TO VAULT WALL, OR SIMILAR SUPPORT METHOD. TOP OF METER
SHALL BE MOUNTED A MAXIMUM OF 8" ABOVE DUCTILE IRON SPOOL.
33 PROVIDE AND INSTALL GEMS SERIES "M", PART #M—GRE-40—W LEVEL SWITCH FOR LEVEL INDICATION. MOUNT 6" ABOVE THE
VAULT FLOOR.
34 INSTALL 3/4"0 SAMPLE TAP ASSEMBLY. CONNECT TO 3" PIPING USING PIPE SADDLE, BRASS NIPPLE (2 EA), 90' BRASS ELBOW,
WILKINS MODEL 950XLT DOUBLE CHECK VALVE BACKFLOW PREVENTER AND THREADED HOSE BIB. ALL FITTINGS SHALL BE COPPER
OR BRASS.
35 INSTALL UNI—FLANGE SERIES 1300 PIPE RESTRAINT (OR APPROVED EQUAL) AND CONCRETE THRUST RESTRAINT. PIPE RESTRAINT
SIZE SHALL MATCH DUCTILE IRON SPOOL. PIPE RESTRAINT SHALL BE CENTERED IN CONCRETE THRUST RESTRAINT. CONCRETE
RESTRAINT SHALL BE 3' WIDE BY 3' HIGH BY 18" THICK. ALL CONCRETE SHALL BE 2,500 PSI MINIMUM.
36 4"0 x 65" DUCTILE IRON SPOOL, FLxFL.
CALL DIGLINE
48 HOURS PRIOR TO EXCAVATION
PHONE 1-800-342-1585
TO REQUEST U.C. LOCATIONS
NOTE: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST
EDITIONS OF THE CITY OF MERIDIAN STANDARD SPECIFICATIONS, THE
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AND
ALL APPLICABLE STATE AND LOCAL CODES.
STANDARD DETAIL FOR
CITY OF MERIDIAN, IDAHO
10" PRESSURE REDUCING STATION
FOR AREAS SUBJECT TO VEHICLE TRAFFIC
PUBLIC WORKS DEPARTMENT
33 E. BROADWAY AVE., STE. 200
MERIDIAN, IDAHO 83642
DESIGN: C.O.M.
DATE: APRIL 2013
DRAWN: C.O.M.
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SCALE AS SHOWN
DWG. DATE 01/22/2015
PROJ. NO. 120503 1
SHEET 13 OF 13
C.801
/ 15-0122-BE2/ C.801