SW6080804_Utility Plan_20100608

INV=494.50 C=__
1/4 TURN FULL PORT
BRONZE BALL SHUT-OFF
VALVE #1
SEE NOTE #2
TEST COCK #1 CHECK VALVE #1
(SEE NOTE #3) 7-CHECK VALVE #2
,
EXISTING CONCRETE
LOCATION MAP
NOT TO SCALE
UTIUTY NOTES:
1. EXACT LOCATIONS OF WATER SERVICE CONNECTIONS ARE REQUIRED FOR AS BUILT RECORDS.
2. MINIMUM COVER OF 36" FOR WATER AND SEWER LINES.
3. D.I.P. REQUIRED FOR WATER AND SEWER LINES IF FOLLOWING CONDITIONS ARE NOT MET:
-12" CLEARANCE FROM STORM DRAINS, GAS MAINS, TELEPHONE DUCT BANKS AND UNDERGROUND
CABLES.
-18" VERTICAL CLEARANCE FOR WATER LINE INSTALLED ABOVE SEWER LINE.
-WATER LINE CROSSING UNDER SEWER LINE.
-10' HORIZONTAL SEPARATION FOR WATER PARALLEL TO SEWER LINE.
4. SIZE AND LOCATION OF EXISTING WATER AND SEWER LINES TO BE VERIFIED BY THE
CONTRACTOR.
5. CONTRACTOR SHALL COORDINATE THE PROPOSED WATER AND SEWER LINE WORK WITH THE CITY
OF RAEFORD.
6. MATERIAL AND WORKMANSHIP REQUIREMENTS TO BE IN ACCORDANCE WITH THE CITY OF
RAEFORD WATER AND SEWER POLICIES, PROCEDURES, STANDARDS AND SPECIFICATIONS FOR PUBLIC
AND PRIVATE WATER AND SEWER LINES.
7. ALL 6" SANITARY SEWER LATERALS SHALL HAVE MIN. 2.0% SLOPE.
B. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ISAACS GROUP A MINIMUM OF 48 HOURS
IN ADVANCE PRIOR TO THE CONSTRUCTION OF WATER AND SEWER LINES TO ALLOW A
REPRESENTATIVE FROM THE ISAACS GROUP TO PERIODICALLY BE ON -SITE DURING INSTALLATION.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN AS -BUILT SURVEY OF THE WATER AND SEWER
LINES TO THE ISAACS GROUP UPON COMPLETION OF INSTALLATION.
9. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE.
10. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY UTILITY
DAMAGED DURING CONSTRUCTION.
11. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL UNDERGROUND AND
OVERHEAD UTILITIES.
12. PROP. EMPTY CONDUITS AND LATERALS TO BE CAPPED AND MARKED AT EACH END WITH 1/2"
REBAR DRIVEN 3' INTO THE GROUND AND FLAGGED.(TYP.)
13. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE
DEPT. CONNECTION POINTS, OR OTHER WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY
LINE BETWEEN ANY WATER METER AND ITS REQUIRED BACKFLOW PREVENTER.
14. EACH BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE TESTED BY A APPROVED
CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.
PAV
OR
TO B
SEWER LATERAL SLOPE
TO TERMINAL DEPTH AT
1.5% MINIMUM. (TYP.)
1. NO OBJECT SHALL PROTRUDE FROM THE METAL CLEANOUT
BOX COVER ABOVE THE ASPHALT OR CONCRETE SURFACE.
SANITARY SEWER CLEANOUT DETAIL
1101-43
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1. THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY AND TOPOGRAPHIC
INFORMATION PROVIDED BY KESTLER SURVEYING, INC.
2. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE CONTRACTOR
IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO
COMMENCEMENT OF CONSTRUCTION. CONFLICTS BETWEEN EXISTING UTILITIES AND
PROPOSED EXCAVATION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
3. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE
PRIOR TO INTERRUPTION OF ANY EXISTING UTILITY, IF BEING UTILIZED.
4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF
ANY UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR LOCATION & PROTECTION OF EXISTING ABOVE AND
BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS OR
INDIVIDUAL SERVICES PRESENTLY IN SERVICE WHICH ARE DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE
TO THE UTILITY OWNER. ANY AND ALL MAINS OR INDIVIDUAL SERVICES
PRESENTLY NOT IN SERVICE AND WHICH ARE TO BE REPLACED DURING THE
COURSE OF CONSTRUCTION MAY BE REMOVED AND LEGALLY DISPOSED OF IF
DAMAGED DURING CONSTRUCTION.
5. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL
UNDERGROUND AND OVERHEAD UTILITIES.
6. HANDICAP SIGNAGE TO BE INSTALLED IN ACCORDANCE WITH A.D.A
STANDARDS AT H/C PARKING SPACES SHOWN.
7. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
8. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY
PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION.
THESE PERMITS AND APPROVALS MAY INCLUDE BUT ARE NOT LIMITED TO
GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY, DETENTION, SUBDIVISION,
SPECIAL USE, SEWER AND WATER.
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JAMES N. DRAKOS
TAX #694240801023
DEED BK 206. PG 307
LONZELL KELLY
TAX #694240801071
DEED SK 194, PG 097
EXISTING 3/4" WATER
-METER TO BE USED
OR IRRIGATION
PROP. 2" REDUCED PRESSURE
BACKFLOW PREVENTER INSTALLED
ABOVE GROUND WITHIN AN INSULATED
ENCLOSURE W/DRAIN PORTS.
BACKFLOW PREVENTER INSTALLED
ABOVE GROUND WITHIN AN INSULATED
ENCLOSURE W/DRAIN PORTS.
Mir. 4
-EMPTY
CONDUIT
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PROP. 4" SAN.
SEWER DRAIN
RIM=499.33
I.E.(OUT)=496.00
JOSEPHINE FLOWERS
TAX #69424080106•'
ao DEED BK 222, PG
a
PROP. 97 LF. OF
4" SAN. SEWER
-1.5% (MIN)
W/CLEANOUTS
75' O.C.
PROP. 48.5 LF. OF
4" SAN. SEWER
--l.5% (MIN)
W/CLEANOUTS
75' O.C.
REMOVABLE
INSULATED ENCLOSURE
WITH DRAIN PORTS.
SLOPE GROUND
AWAY FROM
COVER (TYP.)-
FLOW-
STRAINER --% LOWEST
OPTIONAL POINT
g OR RELIEF
VALVE
OUTLET
Pk I
4' MINIMUM-J V-SUPPORT AND PAD
#67 WASHED AS REQUIRED BY
STONE DESIGNER
(PAD IS OPTIONAL)
1/4 TURN FULL PORT
BRONZE BALL SHUT-OFF
VALVE #2
SEE NOTE #2
TYPE K OR L COPPER TUBING
OR 1" MIN. GALVANIZED STEEL
PIPE FOR MIN. OF 5' ON
EACH END OF ASSEMBLY.
SEE NOTE #4
NOTES:
1. REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) MUST BE APPROVED
BY THE CITY OF RAEFORD PUBLIC WORKS DEPT.
2. APPROVED RP INCLUDES SHUT-OFF VALVES #1 AND #2 AS
PART OF THE ASSEMBLY.
3. TEST COCK #1 SHALL BE UPSTREAM OF SHUT-OFF VALVE #1
AND IS PART OF THE APPROVED ASSEMBLY.
4. PIPE MATERIAL AND FITTINGS SHALL BE APPROVED BY THE CITY OF RAEFORD
5. INSULATED ENCLOSURE SHALL BE APPROVED BY THE CITY OF RAEFORD.
6. ALL LOCATIONS FOR BPA'S REQUIRE CITY OF RAEFORD APPROVAL
7. NO TAPS, BRANCHES, FH'S OR OTHER ACCESSORIES ARE
PERMITTED ON THE PIPING BETWEEN THE BPA & METER.
BACKFLOW PREVENTION
STANDARD DETAIL
GENERAL NOTES:
1 CONCRETE: 28 DAY COMPRESSIVE STRENGTH F'E = 4,500 PSI
2 REINFORCEMENT: ASTM A-615, GRADE 60
3 DESIGN: AC1318-83 BUILDING CODE
ASTM C-857 MINIMUM STRUCTUAL DESIGN LOADING
FOR UNDERGROUND PRECAST CONCRETE UTILITY
STRUCTURE.
4 LOADS: H-20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO
5 FILL W/ CLEAN WATER PRIOR TO "START-UP' OF SYSTEM
6 CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING AND SANITARY TEES, CLEAN
OUTS, FOR CLEANING TOWARD TRAP AND FOR CLEANING AWAY FROM TRAP ON
BOTH THE INLET AND OUTLET/ALT. DUAL SWEEP CLEAN OUTS.
7 GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SEWER
8 EFFLUENT FILTER REQUIRED: ZABEL A300-12 OR EQUAL
1
REDUCED PRE SU E PRJNCIQLE
ASSEMBLY RP 3//4 -2
ABOVE G OUND
Q
MARILYN E. SMITH
TAX #694240801062
DEED BK 595, PG 285
CHARLES E. GREEN
TAX #694240801061
DEED BK 47Z PG 822
GRAPHIC SCALE
1 INCH = 20 FEET
VENT PIPE,
OPTIONAL
lHLEI
A
S
BOTH SIDES
1ST TO LOCKING FRAME & COVER
'IF /AIR & GAS TIGHT
4 WAY
INSPECTION I j
TEE r�
DUAL SWEEP
TEE FOR
v PRECAST
BAFFLE �+
' 4" THICK 1' 1
1' 10"
1500 GAL. GREASE TRAP
LEGEND
G
EXISTING GAS LINE
SS
EXISTING SANITARY SEWER LINE
W
EXISTING WATER LINE
- - - - - - - -
- EXISTING STORM DRAINAGE PIPE
a
EXISTING CATCH BASIN
EXISTING SAN. SEWER MH
C0-3
EXISTING UTILITY POLE
m
EXISTING WATER VALVE
Rol Lin
PROPOSED CATCH BASIN
------SS
PROPOSED SANITARY SEWER LINE
W
PROPOSED WATER LINE
C
PROPOSED EMPTY CONDUIT
---------
PROPOSED STORM DRAINAGE PIPE
C.O.
E
PROPOSED CLEAN OUT (75' O.C.)