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7le4CER W/RE
<br />FOR NON -
<br />METALL/C
<br />P/PE.
<br />CAL P/CO Z 11 W/OE
<br />W4TER DETECTOR TAPE
<br />SUS 54C/N6 PER OL4N5
<br />I =III =1I I /NTERMED/ATE 94CKF/LL-65J1749LE'
<br />N,471YF M,4TE 141_ COVRW;ED
<br />II IIIA � � TO 95 0 P
<br />ALL, AVEO<W2-;45,
<br />=UII IIIi_ /N
<br />&5� �LSEItiHFPE.
<br />/N/T/qL 94nKc1LL-SAND,
<br />L/GHTLY CaW,04672FO.
<br />' �. BEOGj'NG-SAND, COrL1PACTED.
<br />6� O.D. 6�
<br />/ WATER TRENCH
<br />C_g N.7_6
<br />THRUST BLOCK DETAILS
<br />CAST IRON BEND
<br />�i 45' Max.
<br />•
<br />1
<br />,P I' Min. --i
<br />I(/ TYPICAL SECTION THRU
<br />TEE OUTLET DEAD END THRUST BLOCK
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />v
<br />FITTINGSA"
<br />Standard
<br />IB"
<br />FITTINGS
<br />A
<br />8
<br />6" LINE
<br />2" above ground linea
<br />10" LINE
<br />22 1/2"
<br />1' - 6"
<br />1 1'- 6"
<br />22 1/2"
<br />3._011
<br />21-0..
<br />45'
<br />2'-0"1
<br />2'-0"
<br />45•
<br />4'-0"
<br />3'-0"
<br />90'
<br />3'-0'
<br />2-6
<br />90'
<br />5'-6"
<br />4'-0"
<br />TEE OUTLET
<br />3'-0"
<br />2'-0
<br />TEE OUTLET
<br />4-0"
<br />4'-0
<br />DEAD END
<br />3'-0"
<br />2'-0"
<br />DEAD END
<br />4'-0"
<br />4'-0
<br />8" LINE
<br />(As Required 1
<br />12 LINE
<br />Referto Improvement
<br />22 1/ "
<br />1 2'-0" 1
<br />2'-0"
<br />221/2'
<br />1 3'-0" 1
<br />3'-0"
<br />45'
<br />1 3'- 0" 1
<br />2'- 6"
<br />45'
<br />4' - 6"
<br />4 =0-7-,
<br />90'
<br />4'-0"
<br />3'-6"
<br />90•
<br />8'-0"
<br />4'-0"
<br />TEE OUTLET
<br />1 3'-6'
<br />3'-0'
<br />TEE OUTLET
<br />5-6
<br />W-0
<br />DEAD END
<br />3'-6
<br />3'-0
<br />DEAD END
<br />5'- 6
<br />4 -O
<br />NOTES I. All thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2 Thrust block dimensions were
<br />calculated to allow a soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />Z THRUST BLOCK
<br />C-9 NQS.
<br />ErE,,It.
<br />Slraal R/w
<br />Ground Future
<br />Mater Box Miller —
<br />Bottom of Ditch _
<br />G �\ (if any) r
<br />age ,
<br />Slop
<br />36" Raoar with
<br />connection
<br />Adaptor 2 hose clamps 12" apart
<br />•a. r ..�aslh3 "wrN�u..,. ,. _ - .. alo-_ _ - °.: .' _ �:aw • eYi2
<br />Variable i I'
<br />I 3
<br />I
<br />Jo. II Tee or Equal
<br />Break -Off Joint
<br />NOTES;
<br />I. Fin Hydrants shall be placed with#49z"outtet facing
<br />directly towards the street.
<br />2 Fire Hydrants shall be clean and free of concrete.
<br />3. Fire Hydrants to be American Darling Model B-629, Dresser M a H Style 929
<br />"Reliant', Mueller "Centurion" or "Modern Centurion", or approved equal (2-2#"
<br />9 I- 4y out lets )
<br />Or other size as required by the local Fire District.
<br />4 All Hydrants shall be pointed OSHA safety yellow or as
<br />required by local Fire District.
<br />¢ FIRE HYDRANT
<br />C-9 N.T5.,,
<br />r ,
<br />FOR ALL STREET
<br />LOCATIONS-\
<br />- 2" Asphalt ConcnU-,
<br />Extensions
<br />Val" Bos, Frame and
<br />Lid
<br />v
<br />Refer to Improvement
<br />Standard
<br />No. E-2
<br />seating surface
<br />14j"
<br />6'
<br />2" above ground linea
<br />Finished Grade
<br />rig• ' .
<br />I C
<br />Water Main
<br />Concrete Anchor Block
<br />10"j --T
<br />FOR OFF STREET
<br />6"e Pipe
<br />LOCATIONS
<br />�'".•
<br />Concrete Base to be
<br />Flanged by Ring -Tits
<br />Adaptor
<br />�•
<br />around Valve Bos.
<br />,. Coni. Thrust Block-
<br />(As Required 1
<br />Conc. Thrust Block-
<br />lock-Refer
<br />Referto Improvement
<br />6" Flanged or Flanged
<br />by
<br />Refer to Improvement
<br />Standard No. E•3
<br />Rin' -Tits Gots Volvo.
<br />Standard No. E•].
<br />Jo. II Tee or Equal
<br />Break -Off Joint
<br />NOTES;
<br />I. Fin Hydrants shall be placed with#49z"outtet facing
<br />directly towards the street.
<br />2 Fire Hydrants shall be clean and free of concrete.
<br />3. Fire Hydrants to be American Darling Model B-629, Dresser M a H Style 929
<br />"Reliant', Mueller "Centurion" or "Modern Centurion", or approved equal (2-2#"
<br />9 I- 4y out lets )
<br />Or other size as required by the local Fire District.
<br />4 All Hydrants shall be pointed OSHA safety yellow or as
<br />required by local Fire District.
<br />¢ FIRE HYDRANT
<br />C-9 N.T5.,,
<br />r ,
<br />FOR ALL STREET
<br />LOCATIONS-\
<br />- 2" Asphalt ConcnU-,
<br />Extensions
<br />NOTES:
<br />I. Valve box and Lid shall be Christy Na G5, Brooks Nal RT or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall hove machined seating surfaces.
<br />3. Extensions shall be as manufactured for the Valve Bos supplied or Pipe of correct
<br />size can be used.
<br />5 FIRE HYDRANT VALVE BOX
<br />C -g N 75.
<br />OR 5001V0ETTLFMEA1T
<br />NATME BACKF/LL
<br />N
<br />iV \ UNTREATED BL D6• PAPER
<br />a �0 0
<br />y
<br />`Corporatlon 24' Min. cove Wow bottom Q 03a 4// PVC, PERFORA/ED
<br />Slop of ditch (it any) 0 0'.
<br />•�
<br />Silrvlcl ,
<br />Clamp (I ar beget N oQ 3/¢" - 21" WA5NED DRA/N ROCK
<br />Double Strap) �Q d D- o
<br />NOTES
<br />1. Plastic pipe up to Ik"I. D. service shall be ultra high molecular weight ( UHMW) '
<br />Polyethylene as manufactured by "Driscopipe", "Orangeburg" or approved equal
<br />with minimum pressure rating of 160 psi. 2Y rI
<br />2 Plastic pipe for 2" I.D. service shall be PS 2110 Polybutylene or approved
<br />equal with minimum pressure rating of 160 psi. -
<br />3 C lion sto shall have corporation cock threads.
<br />Fire Sprinkler Main To Building To Be Determination Of Appropriate Pipe 4" x 2 1/2" x 2 1/2"
<br />AWWA C900 CL 200 PVC or CL50 Ductile Size Is Relative To The Demand Of Fire Department Connection
<br />Iron Pipe or CL200 ACP (except 4") The Automatic Fire Sprinkler System On A 45°Pattern W/ilreakable
<br />w/locator Wire And Shall Be Determined Pursuant To Metal Caps (Potter -Roemer
<br />NFPA Pamphlet 13 And 24 #5950)
<br />Provide tamper switch and conduit
<br />to building 4" Galv. 45' Elbow
<br />4"x Close Galv. Nipples
<br />Flanged Post Indicator Valve p II
<br />r__1 And Post (FM -UL Approved) - 4" Galv. 90° Elbow --.I'
<br />Locked And Secured In Open
<br />Position 4" Galv. Nipple-
<br />4"
<br />ipple 4" Length= 38"
<br />6" Length= 59 3/4"
<br />8" Length= 69 1/4" — 4" x 4" Galv.
<br />1 Tee
<br />FL 90° Elbow IL Detector Check Valve
<br />W/0 [lypass
<br />4" x 12" Galv. Nipple
<br />W/4" Galv. Cap
<br />0 I II Wafer Check Valve
<br />(FM -UL Approved)
<br />o Flanged Tee
<br />-__ rFinish Grade
<br />Iutl1rill C111'a 111E 111>=II1_ IIIaillZ 111=P1 mill =I11Y 111=III y 11161"/Ir-111=-111= I11Jn=wcrv_ IIIc IIla II EIIIEIII 2 III alit cIII? In `dII=III�IIISIII=III cIII� vrs
<br />Flanged Ductile Iron Spool
<br />To Building
<br />FL 90a Elbow
<br />3 =
<br />Concrete Thrust
<br />-_FUnaQd_ Outlet Tee: Reducer-, or 4(2zDl
<br />7 FIRE SPRINKLER DOUBLE CHECK VALVE
<br />L'-9 N. 75.
<br />of Para p
<br />4. Angle stop shall have swivel nut and lock wings.
<br />5. Angle stop shall be vertically plumbed.
<br />6. Size of service line shall be as required by the County. �'O ••••••••••••'
<br />sto-bite Connection shall conform to ASTM Designation D 2239.
<br />iAfARREN II ;
<br />DRAIN FIELD—LEACH LINE DETAIL °° No.C328362 ' 7
<br />3 WATER SERVICE .•,i 3'94
<br />C 9
<br />N-75 !` ««r•
<br />. _. - .... .r. .. _.. .: , •... i. M.-i.r r• i.: .Yry Ns, - w .xa'YSN:f•. "q4r..:.. , 4FY^'6. .'\•Y'.,Wuf. .:Hc. N..aJ" •F"o-s'."Ah .c<.r .l i:sY:.r.. n....a'. •
<br />.ri
<br />m
<br />Q 5 - BU/L 75 12- 19r-92
<br />WARREN CONSULTING ENGINEERS WATER & S EDW E R DETAILS
<br />5777 MADISON AVENUE, SUITE 1200
<br />SACRAMENTO. CA 95841 " (916) 3498225
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<br />cast Iron Lid ...
<br />ante- proof, machined
<br />seating surface
<br />14j"
<br />6'
<br />111"
<br />Finished Grade
<br />rig• ' .
<br />I C
<br />FOR OFF STREET
<br />LOCATIONS
<br />Concrete Base to be
<br />around Valve Bos.
<br />Concrete Base not
<br />necessary when Volvo
<br />Box is located in back
<br />M
<br />m of sidewalk.
<br />NOTES:
<br />I. Valve box and Lid shall be Christy Na G5, Brooks Nal RT or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall hove machined seating surfaces.
<br />3. Extensions shall be as manufactured for the Valve Bos supplied or Pipe of correct
<br />size can be used.
<br />5 FIRE HYDRANT VALVE BOX
<br />C -g N 75.
<br />OR 5001V0ETTLFMEA1T
<br />NATME BACKF/LL
<br />N
<br />iV \ UNTREATED BL D6• PAPER
<br />a �0 0
<br />y
<br />`Corporatlon 24' Min. cove Wow bottom Q 03a 4// PVC, PERFORA/ED
<br />Slop of ditch (it any) 0 0'.
<br />•�
<br />Silrvlcl ,
<br />Clamp (I ar beget N oQ 3/¢" - 21" WA5NED DRA/N ROCK
<br />Double Strap) �Q d D- o
<br />NOTES
<br />1. Plastic pipe up to Ik"I. D. service shall be ultra high molecular weight ( UHMW) '
<br />Polyethylene as manufactured by "Driscopipe", "Orangeburg" or approved equal
<br />with minimum pressure rating of 160 psi. 2Y rI
<br />2 Plastic pipe for 2" I.D. service shall be PS 2110 Polybutylene or approved
<br />equal with minimum pressure rating of 160 psi. -
<br />3 C lion sto shall have corporation cock threads.
<br />Fire Sprinkler Main To Building To Be Determination Of Appropriate Pipe 4" x 2 1/2" x 2 1/2"
<br />AWWA C900 CL 200 PVC or CL50 Ductile Size Is Relative To The Demand Of Fire Department Connection
<br />Iron Pipe or CL200 ACP (except 4") The Automatic Fire Sprinkler System On A 45°Pattern W/ilreakable
<br />w/locator Wire And Shall Be Determined Pursuant To Metal Caps (Potter -Roemer
<br />NFPA Pamphlet 13 And 24 #5950)
<br />Provide tamper switch and conduit
<br />to building 4" Galv. 45' Elbow
<br />4"x Close Galv. Nipples
<br />Flanged Post Indicator Valve p II
<br />r__1 And Post (FM -UL Approved) - 4" Galv. 90° Elbow --.I'
<br />Locked And Secured In Open
<br />Position 4" Galv. Nipple-
<br />4"
<br />ipple 4" Length= 38"
<br />6" Length= 59 3/4"
<br />8" Length= 69 1/4" — 4" x 4" Galv.
<br />1 Tee
<br />FL 90° Elbow IL Detector Check Valve
<br />W/0 [lypass
<br />4" x 12" Galv. Nipple
<br />W/4" Galv. Cap
<br />0 I II Wafer Check Valve
<br />(FM -UL Approved)
<br />o Flanged Tee
<br />-__ rFinish Grade
<br />Iutl1rill C111'a 111E 111>=II1_ IIIaillZ 111=P1 mill =I11Y 111=III y 11161"/Ir-111=-111= I11Jn=wcrv_ IIIc IIla II EIIIEIII 2 III alit cIII? In `dII=III�IIISIII=III cIII� vrs
<br />Flanged Ductile Iron Spool
<br />To Building
<br />FL 90a Elbow
<br />3 =
<br />Concrete Thrust
<br />-_FUnaQd_ Outlet Tee: Reducer-, or 4(2zDl
<br />7 FIRE SPRINKLER DOUBLE CHECK VALVE
<br />L'-9 N. 75.
<br />of Para p
<br />4. Angle stop shall have swivel nut and lock wings.
<br />5. Angle stop shall be vertically plumbed.
<br />6. Size of service line shall be as required by the County. �'O ••••••••••••'
<br />sto-bite Connection shall conform to ASTM Designation D 2239.
<br />iAfARREN II ;
<br />DRAIN FIELD—LEACH LINE DETAIL °° No.C328362 ' 7
<br />3 WATER SERVICE .•,i 3'94
<br />C 9
<br />N-75 !` ««r•
<br />. _. - .... .r. .. _.. .: , •... i. M.-i.r r• i.: .Yry Ns, - w .xa'YSN:f•. "q4r..:.. , 4FY^'6. .'\•Y'.,Wuf. .:Hc. N..aJ" •F"o-s'."Ah .c<.r .l i:sY:.r.. n....a'. •
<br />.ri
<br />m
<br />Q 5 - BU/L 75 12- 19r-92
<br />WARREN CONSULTING ENGINEERS WATER & S EDW E R DETAILS
<br />5777 MADISON AVENUE, SUITE 1200
<br />SACRAMENTO. CA 95841 " (916) 3498225
<br />■
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<br />QN Y
<br />less;
<br />�WaN
<br />f� 313
<br />Q o� IV
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<br />
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