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<br />WILKINS MODEL 975XL
<br />1 1/2" CLUBHOUSE POTABLE WATER REDUCED PRESSURE BACKFLOW ASSEMBLY
<br />STEEL PIPE CASING
<br />MECHANICAL JOINT
<br />CASING SPACERS,
<br />(BIT. COATED) SEE
<br />WITH MEGALUG RESTRAINER
<br />INSTALLED PER MFG.
<br />PLANS FOR SIZE,
<br />OR RESTRAINED PUSH -ON
<br />RECOMMENDATIONS
<br />LOCATION & LENGTH
<br />JOINT
<br />BRICK & 1/2" PLASTER SEALS
<br />AT EACH END OF PIPE CASING
<br />MATERIAL S
<br />ITEM
<br />QUANT.
<br />DESCRIPTION
<br />1
<br />1
<br />2" BACKFLOW PREVENTER ASSEMBLY, REDUCED PRESSURE ZONE
<br />2
<br />1
<br />2" METER FURNISHED BY PASCO COUNTY UTILITIES
<br />3
<br />2
<br />BRASS -METER FLANGES OR ADAPTORS
<br />4
<br />2
<br />2" ELBOWS - GALV. 90'
<br />5
<br />2
<br />2" RISER - GALV.
<br />6
<br />■
<br />CONCRETE SLAB
<br />7
<br />1
<br />2" VALVE - BRASS OR S.S.
<br />8
<br />2
<br />TEE/ VALVES - BRASS OR S.S.
<br />9
<br />1
<br />2" GATE VALVE - BRASS OR S.S.
<br />10
<br />1
<br />PIPE STAND (SUPPORT)
<br />11
<br />2
<br />M.J. CAP WITH 2" TAP
<br />6" CONCRETE SLAB
<br />3
<br />Added Open Cut
<br />Restoration detail.
<br />09/30/10
<br />2
<br />Update per new site
<br />plan.
<br />07/15/10
<br />1
<br />Per City comments.
<br />05/08/08
<br />No.
<br />i Revisions
<br />Date
<br />DITCH WIDTH (TW) + 4'-0" GRADE
<br />NOTE: NOTE: - CONTRACTOR/CUSTOMER SHALL APPLY AT PASCO COUNTY UTILITIES CUSTOMER SERVICE
<br />- CARRIER PIPE FOR WATER & REUSE MAINS SHALL BE CEMENT MORTAR LINED D.I.P. FOR TEMPORARY WATER SERVICE AT LEAST THREE DAYS PRIOR TO REQUIRED SERVICE DATE. 4 q "4 d CD
<br />- CARRIER PIPE FOR SEWER/FORCE MAINS SHALL BE GLASS FLAKE EPDXY (PROTECTO 401) Go
<br />SAW CUT 6" SURFACE REPLACEMENT TWICE 6" SAW CUT - THE METER WILL BE FURNISHED, INSTALLED AND INITIAL READING TAKEN BY PASCO COUNTY UTILITIES. (� �j Q Q Go
<br />OR POLYETHYLENE LINED D.I.P. THE ORIGINAL THICKNESS ALL FITTINGS, PIPING, VALVES AND MATERIALS INCLUDING THE PASCO COUNTY APPROVED REDUCED �I i I —III- �=r —I ( I
<br />- CARRIER PIPE TO BE COLOR CODED WITH PAINT STRIPES: SAW NOTE 1 PRESSURE BACKFLOW PREVENTION DEVICE SHALL BE FURNISHED AND INSTALLED BY THE _
<br />WATER - BLUE CONTRACTOR/CUSTOMER.-�I-IIIOld
<br />E�II,�I C
<br />REUSE - PURPLE
<br />- CONTRACTOR/CUSTOMER FURNISHED REDUCED PRESSURE BACKFLOW PREVENTION DEVICE i,
<br />SEWER - GREEN LL I` N
<br />- CASING SHALL EXTEND 8' MINIMUM BEYOND EDGE OF PAVEMENT. MUST BE INSTALLED BEFORE THE METER IS INSTALLED BY PASCO COUNTY UTILITIES. THE APPROVED DIRECTION OF FLOW
<br />BACKFLOW PREVENTION DEVICE SHALL BE TESTED AND CERTIFIED BY PASCO COUNTY � Q
<br />TREPLACEMENT BASE UTILITIES CERTIFIED BACKFLOW PREVENTION TECHNICIAN AT TIME OF METER INSTALLATION. ._..
<br />JACK & BORE CARRIER DETAIL o- w w - CONTRACTOR/CUSTOMER SHALL PROTECT THE JUMPER/METER ASSEMBLY FROM DAMAGE. Uj Of J x Q
<br />w N v w - CONTRACTOR/CUSTOMER IS RESPONSIBLE FOR BACTERIOLOGICAL TESTING AFTER CONNECTION CcC
<br />< N = of OF TEMPORARY WATER SERVICE.
<br />£• . e .,,.g Q \SEE
<br />� 6„ WILKINS MODEL 350DACO" NOTE 2 < v_> - TEMPORARY CONSTRUCTION JUMPER/METER ASSEMBLY SHALL NOT BE REMOVED UNTIL O� E cc
<br />SYSTEM IS ACCEPTED AND DEPARTMENT OF HEALTH CERTIFICATION AND CLEARANCE FOR DOUBLE CHECK DETECTOR ASSEMBLY t/� �4f
<br />F OF OUTSIDE LANE 1 -6 SERVICE FORM HAS BEEN RECEIVED BY PASCO COUNTY UTILITIES. C
<br />OR OUTSIDE TRACK M TYP. - WHEN THE NEW SYSTEM IS ACCEPTED AND THE FINAL METER READING TAKEN BY PASCO COUNTY, V N Z C (�
<br />THE TEMPORARY CONSTRUCTION JUMPER/METER ASSEMBLY MUST BE COMPLETELY Z C4 :3 10
<br />SEE NOTE 2 VARIES 25' MIN. N REMOVED FROM M.J CAP TO M.J. CAP AND A NEW WATER MAIN IS TO BE M C 4)c J CHLORINATED AND INSTALLED COMPLETING THE FINAL CONNECTION. .~.1 W C oo
<br />w C� C
<br />STABILIZED CURB Q N - BY APPLYING FOR SERVICE, CONTRACTOR/CUSTOMER AGREES TO TAKE WATER SERVICE N +
<br />SHOULDER SEE NOTE 2 FROM PASCO COUNTY UTILITIES IN ACCORDANCE WITH THE APPROPRIATE RATE SCHEDULE,:, N
<br />SEENOTE 3 a ._ , ,�. , ... �.. .., ,, ...., ....;.� : .. _ _ . ....�:...., � , -» 3, „ ,,. :, ,.... � . «... ,,•:: � _ `
<br />ROADWAY RAIL AND IN ACCORDANCE WITH PASCO COUNTY UTILITIES RULES AND REGULATION. O _ 'Q C
<br />3'-0" MIN. Vcc
<br />N -E
<br />Q.
<br />TEMPORARY CONSTRUCTION WATER SERVICE CA
<br />a 00 m
<br />3'-0" MIN. a
<br />SEE NOTE 4 a
<br />DITCH SUBBASE z z DIAMETER (D) VARIES
<br />0 Z o
<br />0 is p TRENCH WIDTH (TW):
<br />MAX = D+3'-O"
<br />a n l a D MIN. = D+2'-O"
<br />ao o T = THICKNESS OF
<br />MAIN I w ORIGINAL BASE 2'-0" SQUARE CONC.
<br />N TW PAD. 3000 PSI 4" THICK 6" X 6" W1.4 X W1.4 111 II {i
<br />GENERAL NOTES:
<br />N 1. REPLACEMENT ASPHALT SHALL BE TWICE THE ORIGINAL PAVEMENT VALVE TYPE
<br />t
<br />x THICKNESS WITH OF TWO (2) INCHES AND SHALL BE TYPE S-1 OR S-3 NEPTUNE 3" COMPOUND
<br />ASPHALT. WATER, SEWER, METER W/CONCRETE BOX
<br />MANUFACTURER Ovflo� REUSE, ETC. AND CAST IRON LID
<br />2. REPLACEMENT BASE SHALL BE NEW MATERIAL NOT REUSED FROM G.V. WATER 12" MIN.
<br />EXCAVATION. ACCEPTABLE BASE ALTERNATIVE SHALL BE TYPE ABC OR
<br />STEEL PIPE CASING BETTER ASPHALT PLACED AT A TOTAL THICKNESS PF SIX (6)INCHES. SIZE CLOW Q� �OQ 30" MAX.
<br />BRICK & 1/2" PLASTER SEALS (BIT. COATED) SEE 8 6" CONCRETE SLAB GRADE
<br />AT EACH END OF PIPE CASING PLANS FOR SIZE, 3. AREA 1-BACKFILL SHALL BE PLACED IN SIX (6) INCH LIFT WITH EACH TESTS SHALL BE SUBMITTED TO PASCO 27 TURNS BRASS MARKER W/
<br />LOCATION & LENGTH LIFT COMPACTED TO 100% OF FM1-T238 USING MECHANICAL TAMPERS. COUNTY ENGINEERING INSPECTIONS TURNS TO OPEN VALVE TYPE, SIZE AND
<br />VERIFYING OPEN CUT RESTORATION IS LT. TO OPEN NUMBER OF TURNS Q <7 CU
<br />4. AREA 2-BACKFILL SHALL BE PLACED IN TWELVE (12) INCHES LIFTS PER GENERAL NOTES BEFORE RELEASE RIGHT OR LEFT TO OPEN q _
<br />CARRIER PIPE CASING PIPE CASING WALL THICKNESS WITH EACH LIFT COMPACTED TO 100% OF FMI-T238, USING APPROPRIATE OF PERMIT OR GUARANTEE IF '� 4
<br />(INCHES) (INCHES) (INCHES) COMPACTING EQUIPMENT. APPLICABLE. MATERIAL AND THICKNESS OPENING DIRECTION �L
<br />VERIFICATION SHALL BE REQUIRED. ALL SHUT OFF f
<br />NOTE: 5. AREA 3-LIMEROCK (LBR 100) BASE SHALL BE CONSTRUCTED IN LIFTS TESTING SHALL BE PASCO COUNTY R VALVE PAD INLET �I (j I w O
<br />1. VERTICAL DIMENSIONS ARE TYPICAL FOR MAINS. 4 12 1/4 NOT GREATER THAN (6) INCHES COMPACTED THICKNESS, AND HAVE A SERVICES DEPARTMENT TESTING TYPICAL CONCRETE L E j vI
<br />2. CASINGS SHALL TERMINATE 8' MINIMUM BEYOND 6 16 1 /4 SPECIFICATIONS FOR CONSTRUCTION OF !+
<br />DENSITY EQUAL TO 100% OF FMI-T238, METHOD A. I { II II
<br />EDGE OF PAVEMENT. 8 16 1 /4 ROADS, STORM DRAINAGE AND UYILITIES; CU
<br />3. CASINGS SHALL HAVE 30" MINIMUM COVER UNDER 10 24 5/16 6. FLOWABLE FILL MAY BE PLACED ABOVE AREA 1 UP TO THE BOTTOM OCTOBER 2006. O
<br />DITCH BOTTOMS AND 36" ELSEWHERE. 12 24 5/16 OF THE RESTORED BASE. MIX DESIGN SHALL CONFORM TO FDOTSS, FINISH GRADE DIRECTION OF FLOW a
<br />4. GRAVITY SEWERS SHALL BE PROPERLY ANCHORED 16 30 3/8 SECTION 121. VALVE BOX PAD
<br />TO PREVENT FLOATATION WITH SPACERS ADJUSTED SEE DETAIL ) O O 0 '^
<br />TO PROVIDE THE SLOPE REQUIRED. 20 36 3/8 4" MIN. (TYP. � v/
<br />5. SEE SECTION 6.2 FOR CASING SIZE. 30 48 3�8 OPEN CUT RESTORATION CAST IRON SLIP TYPE VALVE BOX. U
<br />36 54 1/2
<br />42 60 1/2 � o U
<br />W W U p t0
<br />48 66 1/2 O NOTE: OPERATING NUT TO BE WITHIN 12" OF s V
<br />-_m ... 0 GROUND LEVEL WHEN COVER 2 WILKINS MODEL 975XL to
<br />a EXCEEDS 4'-0' TYP. ALL VALVES) WITH AN
<br />CU
<br />JACK &BORE DETAIL EXTENSION AND CENTERING DISK. WATER METER & POTABLE WATER REDUCED PRESSURE BACKFLOW ASSEMBLY C:
<br />Q
<br />� M.J. GATE VALVE, WITH RESTRAINED 0 � ♦"�
<br />O JOINTS ON EACH SIDE OF VALVE
<br />CROWN TRENCH ■
<br />3" MINIMUM MAIN
<br />PAINTED RED
<br />1 EXISTING GRADE av r� -'
<br />=ke'. ,s'S"+*a`p'Y.`P�'' f r
<br />M
<br />�. g � T Y°s �. PUSH ON JOIN
<br />o
<br />.i3;�4 , x . _ UNDISTURBED EARTH �:�,,. �., ��.,-�_.n: � � r �
<br />CONCRETE VALVE PAD �„ r°�''"'c # ''' >• r $'�''vr a :
<br />r
<br />•.cis �aEx ;"S12 ra ,ya pAA .,��+i� �s�^���
<br />WITH I.D. TAG + �x , e; `�t s� q VALVE BOX DETAIL SLIP TYPE
<br />FINAL GRADE
<br />PIPE RESTRAINT LENGTHS IN FEET
<br />} ,
<br />METALLIC `3�s . � X"�;r '� a , ey �.�� �"',:' ?�• ���'
<br />3 MARKING TAPE'�`z'` COMMON FITTINGS
<br />a my af���'1 .�,';o .` x' ' COMMON FILL
<br />12" DEPTH �� 'e�t�; � r' xg"t)`?''t'�5},? 9i.,1
<br />z 7 � � � f�"j• � � •��� TNT LENGTHS I N FEET
<br />M A T E R I A L S
<br />ITEM
<br />QUANT.
<br />DESCRIPTION
<br />1
<br />1
<br />HYDRANT, FIRE 5 1 4" VALVE MIN. , PAINTED YELLOW
<br />2
<br />*
<br />6" PIPE, P.V.C. DR-18
<br />3
<br />1
<br />BOX, VALVE SLIP TYPE
<br />4
<br />1
<br />6" VALVE, GATE, M.J. RESILIENT WEDGE
<br />5
<br />1
<br />TEE, ANCHORING, M.J.
<br />6
<br />*
<br />6" RESTRAINER GLAND (MEGALUG)
<br />7
<br />*
<br />VALVE EXTENSION ROD, AS NECESSARY (3' MAX. BE�GRADE)
<br />PIPE RESTRA
<br />R°k� TEES (BRANCH SIDE)
<br />+;y,.P" .1�°}..� ,�,•,,tm`*]i'$�',�•Y�l'sa G; 'S; ��`3q�"•�.i'�✓�y�'Y�'L r� gte�ti{y�Jsq,�� �c,C
<br />'i-�la$:�i��.f't�'"T.;Cy,�i�4�.�a^ ���f ��� Ne•2k��J.'JSJ.:ki.�t,. r
<br />4" MINIMUM —
<br />IOOSF SOIL OR
<br />SELECT MATERIAL I�Nx
<br />�I �I��y�'+I`��10�1��l�~�10�����j���t��lL � I�►gs�Ig�I�,I
<br />WATER MAINS — TEST PRESSURE 150 PSI
<br />BRANCH SIZE
<br />3"
<br />4"
<br />6"
<br />8"
<br />10"
<br />12"
<br />16"
<br />20"
<br />24"
<br />3"
<br />6'
<br />14'
<br />30'
<br />—
<br />—
<br />—
<br />—
<br />—
<br />—
<br />4"
<br />2'
<br />11'
<br />28'
<br />44'
<br />—
<br />—
<br />—
<br />—
<br />—
<br />N
<br />6"
<br />1'
<br />2'
<br />22'
<br />40'
<br />52'
<br />—
<br />—
<br />—
<br />—
<br />CO)
<br />8"
<br />1'
<br />1'
<br />16'
<br />35'
<br />48'
<br />62'
<br />—
<br />—
<br />—
<br />10"
<br />1'
<br />1'
<br />10,
<br />30'
<br />44'
<br />58'
<br />83'
<br />—
<br />—
<br />12"
<br />1'
<br />1'
<br />3'
<br />26
<br />40'
<br />66
<br />80'
<br />103'
<br />—
<br />16"
<br />1'
<br />1'
<br />1'
<br />14'
<br />31'
<br />48'
<br />75'
<br />98'
<br />119,
<br />20"
<br />1'
<br />1'
<br />1'
<br />2'
<br />27
<br />40'
<br />69'
<br />94'
<br />116'
<br />24"
<br />1'
<br />1'
<br />1'
<br />1'
<br />11'
<br />31'
<br />63'
<br />89'
<br />111'
<br />UNDISTURBED EARTH
<br />RESTRAINT LENGTHS ARE MEASURED FROM THE
<br />CENTER LINE OF THE TEE ALONG THE BRANCH FOR
<br />THE DISTANCE INDICATED. A MINIMUM OF 5 FEET OF
<br />NOTES: -LOOSE SOIL OR SELECT MATERIAL IS NATIVE SOIL EXCAVATED FROM THE
<br />RESTRAINED PIPE MUST BE INSTALLED ON BOTH RUNS
<br />TRENCH FREE OF ROCKS AND FOREIGN MATERIAL.
<br />OF THE TEE. MEGALUG TYPE RESTRAINERS ARE
<br />-COMMON FILL TO BE PLACED AND COMPACTED IN 12" LAYERS. REQUIRED ON ALL JOINTS.
<br />ROLLING EQUIPMENT SHALL NOT BE USED FOR COMPACTION UNTIL A
<br />MINIMUM OF 18" OF COMMON FILL HAS BEEN PLACED AND COMPACTED
<br />FIRE HYDRANT OVER THE PIPE. THREE FEET OF FILL SHALL BE PLACED BEFORE A
<br />HYDROHAMMER MAY BE USED FOR COMPACTION RESTRAINED JOINT TABLE
<br />WATER MAINS — TEST PRESSURE 150 PSI
<br />FITTING TYPE
<br />11-1/40
<br />22-1/20
<br />450
<br />900
<br />DEAD END
<br />4"
<br />2'
<br />4'
<br />8'
<br />20'
<br />45'
<br />6"
<br />3'
<br />6'
<br />12'
<br />28'
<br />63'
<br />N
<br />8"
<br />4'
<br />7'
<br />15,
<br />36'
<br />82'
<br />N
<br />W
<br />10"
<br />4'
<br />9'
<br />18'
<br />43'
<br />98'
<br />o-
<br />12"
<br />5'
<br />10'
<br />21'
<br />50'
<br />116'
<br />n.
<br />16"
<br />6'
<br />13'
<br />26'
<br />63'
<br />148'
<br />20"
<br />7'
<br />15,
<br />31'
<br />76'
<br />179'
<br />24"
<br />9'
<br />17'
<br />36'
<br />87'
<br />208'
<br />FORCE MAINS — TEST PRESSURE 100 PSI
<br />FITTING TYPE
<br />11-1/40
<br />22-1/20
<br />450
<br />900
<br />DEAD END
<br />4"
<br />1'
<br />3'
<br />6'
<br />13'
<br />30'
<br />6"
<br />2'
<br />4'
<br />8'
<br />19,
<br />42'
<br />N
<br />8"
<br />2'
<br />5'
<br />10,
<br />24'
<br />55'
<br />cf)
<br />W
<br />10"
<br />3'
<br />6'
<br />12'
<br />29'
<br />66'
<br />a
<br />12"
<br />3'
<br />7'
<br />14'
<br />34'
<br />77'
<br />a
<br />16"
<br />4'
<br />8'
<br />18'
<br />42'
<br />99'
<br />20"
<br />5'
<br />10,
<br />21'
<br />50,
<br />119,
<br />24"
<br />6'
<br />11'
<br />24'
<br />1 58'
<br />1 139'
<br />PERPENDICULAR TO THE MAIN TEES (BRANCH SIDE) RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE FITTING ALONG THE PIPE IN
<br />BOTH DIRECTIONS (EXCEPT DEAD ENDS).
<br />PIPE LAYING CONDITIONS
<br />STANDARD UNPAVED AREAS RESTRAINED JOINT TABLE COMMON FITTINGS
<br />-
<br />il E
<br />6 7
<br />Novennw' .20; b
<br />.,
<br />Drawn: YZY
<br />Checked:
<br />Scale: As Shown
<br />Dwg: Utility Details
<br />Job No: 1372-10
<br />Sheet 20
<br />Of 27 Sheets
<br />
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