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2'x 6" REDWOOD HEADERBOARD
<br />NOTES:
<br />1. All Resilient Valves Must Be Chained And Padlocked In Open Position,
<br />2. All Test Valves Shall Be Fitted With 1/4" Female Test Cocks,
<br />3, Double Detector Check Assembly Shall Be Located As Shown on Sheets C8 & C9.
<br />4. Shut -Off Valves To Be Resilient Wedge Type O.S & Y.
<br />5, Must Also Meet The Requirements Of The Fire Department,
<br />6. Double Detector Check Shall Be Te Same Size As The Fire Line (Except S
<br />When A 12" Fire Line is Required, Then A 10" Double Detector Check -
<br />Backflow Assembly is Required.
<br />o
<br />3 5x
<br />C5 valve Box & Rlser--\ �3
<br />5
<br />ASPHALT CONCRETE PAVING
<br />AGGREGATE BASE
<br />COMPACTED SUGRADE
<br />2"X 2"X 18" BEVELED STAKE
<br />4' O.C. W/2 -16D HOT DIPPED
<br />GALVANIZED NAILS
<br />SECTION
<br />POINT OF TANGENCY
<br />1"x 8"x 3' LAP WHERE
<br />HEADERS JOIN TOGETHER
<br />2"x 6" HEADER
<br />1B" 18"
<br />2"x 2"x 18" STAKE INSTALL 4-3/8"x 6" REDWOOD
<br />BENDER BOARD AT CURVES.
<br />STAKE ON OUTSIDE OF CURVE
<br />PLAN VIEW
<br />HEADERBOARD DETAIL
<br />C 2 NTS
<br />0A DOUBLE GATE LATCH
<br />Resilient Wedge Gate Valve
<br />Water Main -
<br />90' Siamese Pumper
<br />DOUBLE - DETECTOR CHECK Connection 4'x 2-I/2`x
<br />VA
<br />LVE ASSEMBLY 2-7/7
<br />/��r1\`• /� ® 4.Nipple
<br />Blind Flange
<br />Tapped For 4"
<br />4" FI
<br />For 4" At Larger
<br />Install Adjustable
<br />Supports - Grinnell
<br />Or Approved Equal
<br />(Two Required) —
<br />4" Conc-
<br />D.I.P.
<br />' FDC: - Fire Department Connection
<br />e1a
<br />Conc Anchor Blocks Per
<br />Redwoatl Blocking
<br />1
<br />40 d
<br />1 ,
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<br />_1Concrete Pier Block
<br />Resilient Wedge Gate Valve
<br />Water Main -
<br />90' Siamese Pumper
<br />DOUBLE - DETECTOR CHECK Connection 4'x 2-I/2`x
<br />VA
<br />LVE ASSEMBLY 2-7/7
<br />/��r1\`• /� ® 4.Nipple
<br />Blind Flange
<br />Tapped For 4"
<br />4" FI
<br />For 4" At Larger
<br />Install Adjustable
<br />Supports - Grinnell
<br />Or Approved Equal
<br />(Two Required) —
<br />4" Conc-
<br />D.I.P.
<br />' FDC: - Fire Department Connection
<br />TYPICAL INSTALLATION of 6' DOUBLE
<br />FIRE LINE BACKFLOW ASSEMBLY DET
<br />NOT TO SCALE
<br />k1
<br />3' HIGH CHAIN LINK FENCE,
<br />1-1/2' DIA: POST & TOP RAIL,
<br />POSTS SPACED 0 10' O.0
<br />SOCKETS FOR CHAIN
<br />FENCE 6" DEEP MIN.
<br />'FRED IN WALL, GROUT SOLID
<br />)NCRETE RETAINING WALL
<br />'.E STRUCTURAL SHEETS
<br />Ei CHAIN LINK FENCE DETAIL
<br />CZ NOT TO SCALE
<br />`B SQUARE POST HINGE
<br />yo GATE DETAILS
<br />C4 NOT TO SCALE
<br />i-
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<br />t
<br />iu cD
<br />4
<br />io CLR. typ.
<br />i
<br />v
<br />CONCRETE
<br />PIPE FOUNDATION
<br />18"6, 4'-6" DEEP
<br />© DROP BAR
<br />anged Nater
<br />Check Valve
<br />-Flanged
<br />Reducing Tee
<br />-Install Flanged
<br />90' Ell When
<br />FDC Is Not
<br />Required
<br />To
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<br />Conc Anchor Blocks Per
<br />Redwoatl Blocking
<br />¢
<br />As Required
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<br />_1Concrete Pier Block
<br />CS
<br />TYPICAL INSTALLATION of 6' DOUBLE
<br />FIRE LINE BACKFLOW ASSEMBLY DET
<br />NOT TO SCALE
<br />k1
<br />3' HIGH CHAIN LINK FENCE,
<br />1-1/2' DIA: POST & TOP RAIL,
<br />POSTS SPACED 0 10' O.0
<br />SOCKETS FOR CHAIN
<br />FENCE 6" DEEP MIN.
<br />'FRED IN WALL, GROUT SOLID
<br />)NCRETE RETAINING WALL
<br />'.E STRUCTURAL SHEETS
<br />Ei CHAIN LINK FENCE DETAIL
<br />CZ NOT TO SCALE
<br />`B SQUARE POST HINGE
<br />yo GATE DETAILS
<br />C4 NOT TO SCALE
<br />i-
<br />a
<br />t
<br />iu cD
<br />4
<br />io CLR. typ.
<br />i
<br />v
<br />CONCRETE
<br />PIPE FOUNDATION
<br />18"6, 4'-6" DEEP
<br />© DROP BAR
<br />anged Nater
<br />Check Valve
<br />-Flanged
<br />Reducing Tee
<br />-Install Flanged
<br />90' Ell When
<br />FDC Is Not
<br />Required
<br />To
<br />\i2 NOT TO SCALE
<br />GATE FABRICATION:
<br />(D PERIMETER RECTANGLE FRAME, TS 3"x 4"x A" (4" HORIZONTAL) - #5 BARS ® 18" Q,G.
<br />O2 VERTICAL MEMBERs, Ts 2'x 3"x ,>e" WIDTH VARIES SEE PLAN BOTH WAYS
<br />DIAGONALS, TS 14"x 1}"x A"
<br />O GATE POST, TS 5"x 5"x J", CAP" PLATE, GRIND SMOOTH, 34"
<br />ALL JOINTS SHALL BE FULLY WELDED WITH J" FILLET WELDS. _" � (' 6' PGG 3"
<br />_ 2j"
<br />2 \
<br />SQUARE POST HINGE 1008 i DOUBLE GATE LATCH 04 IT Dx
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<br />1
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<br />CLASS 2 AGGREGATE BASE
<br />MOISTURE CONDITION & COMPACT SUBGRADE TO 952 R.C.
<br />2 .>
<br />16'-9�" max. EXIT ,DG i i 2 PCC PAD DETAIL_
<br />DROP BAR CANTS
<br />15'-3�" max. ENTRANCE '' '
<br />tiVa,
<br />as ENTRANCE & EXITA GATE DETAIL 2 1/2" ASPHALT CONCRETE
<br />LE
<br />NOT TO
<br />a^ PGA
<br />i- - - -_
<br />4' 4" AGGREGATE BASE m %^ '�'.i _ ,ixi Y _i i,i, , J i ,;y,
<br />�4" 16 1/2" CLASS 2 AGGREGATE BASE
<br />NOTE: MOISTURE CONDITION & COMPACT
<br />STRUCTURAL SECTION BASED SUBGRADE TO 95% R,C.
<br />ON R VALUE OF 5 AND
<br />y , �
<br />TRAFFIC INDEX OF 6.5 MOISTURE CONDITION Sc COMPACT
<br />' 6" -F '�'"r% T "�ti� / %?� l„%. < <, i i�i,Vi.. ,, F:�,./?2� SUBGRADE TO 90% R.C.
<br />MOISTURE CONDITION & COMPACT
<br />SUBGRADE TO 95% R.C. (A) --
<br />Z TYPICAL PAVEMENT SECTION
<br />NTS
<br />(�s TYPICAL PCC SIDEWALK SECTION
<br />C 2 NTS
<br />17" MIN.
<br />BZSSooaml Avaaae
<br />PRE—CAST CONCRETE. 36% 24"
<br />VAULT
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<br />DEPTH AS REQUIRED WITH
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<br />21
<br />22 M
<br />TRAFFIC FRAME AND
<br />COVER
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<br />TOM valor YY MM
<br />CONTROL PANEL WITH CONTROL
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<br />TRANSFORMER, DISCONNECT
<br />Q
<br />SWITCH, MAGNETIC STARTER,
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<br />CO
<br />HIGH WATER ALARM, AND
<br />Cl)
<br />2" IRON BODY CHECK VALVE
<br />TAMPER—PROOF PANEL. NEMA 4
<br />J Q
<br />Q
<br />2" IRON BODY
<br />ENCLOSURE FOR MOUNTED
<br />LOADING DOCK WALL
<br />z65
<br />GATE VALVE
<br />OUTSIDE BUILDING
<br />-----
<br />0 O
<br />—
<br />Jen No: 01-841
<br />N
<br />Z
<br />Revisions
<br />By
<br />2"m PVC
<br />,F I!
<br />DISCHARGE
<br />ELECTRICAL
<br />Skoal NI
<br />TRAFFIC RATED
<br />4
<br />CONDUIT AND WIRING
<br />GRATE (H2O)
<br />PLACE GRADE RINGS
<br />AS REQUIRED
<br />36"9
<br />i
<br />1 MIN.
<br />PVC TO Cl SOIL
<br />I
<br />PIPE ADAPTER, TYP.
<br />2" DRAIN PIPE
<br />3" MIN. THICK
<br />3000 PSI CONCRETE
<br />CONDUIT AND WIRING
<br />FIBER GLASS
<br />MIN.
<br />2"11 DUCTILE IRON
<br />PIPE
<br />SUMP BASIN
<br />FROM SUMP TO BOX
<br />'.�
<br />MERCURY FLOAT SWITCH
<br />BACKFILL WITH-
<br />LIQUID LEVEL CONTROL
<br />CEMENT SAND SLURRY
<br />2" PIPE UNION
<br />HIGH WATER ALARM
<br />PUMP "ON"
<br />PUMP "OFF"
<br />SUMP PUMP MIN. 60 GPM
<br />AT 20 TDH
<br />2"0 SCH. 80 PVC DISCHARGE
<br />PEA GRAVEL BEDDING
<br />SUMP, PUMP & VALVE
<br />DETAILS
<br />\i2 NOT TO SCALE
<br />GATE FABRICATION:
<br />(D PERIMETER RECTANGLE FRAME, TS 3"x 4"x A" (4" HORIZONTAL) - #5 BARS ® 18" Q,G.
<br />O2 VERTICAL MEMBERs, Ts 2'x 3"x ,>e" WIDTH VARIES SEE PLAN BOTH WAYS
<br />DIAGONALS, TS 14"x 1}"x A"
<br />O GATE POST, TS 5"x 5"x J", CAP" PLATE, GRIND SMOOTH, 34"
<br />ALL JOINTS SHALL BE FULLY WELDED WITH J" FILLET WELDS. _" � (' 6' PGG 3"
<br />_ 2j"
<br />2 \
<br />SQUARE POST HINGE 1008 i DOUBLE GATE LATCH 04 IT Dx
<br />_P F -I -'Ilr _i i i1'.
<br />1
<br />r
<br />r � �
<br />CLASS 2 AGGREGATE BASE
<br />MOISTURE CONDITION & COMPACT SUBGRADE TO 952 R.C.
<br />2 .>
<br />16'-9�" max. EXIT ,DG i i 2 PCC PAD DETAIL_
<br />DROP BAR CANTS
<br />15'-3�" max. ENTRANCE '' '
<br />tiVa,
<br />as ENTRANCE & EXITA GATE DETAIL 2 1/2" ASPHALT CONCRETE
<br />LE
<br />NOT TO
<br />a^ PGA
<br />i- - - -_
<br />4' 4" AGGREGATE BASE m %^ '�'.i _ ,ixi Y _i i,i, , J i ,;y,
<br />�4" 16 1/2" CLASS 2 AGGREGATE BASE
<br />NOTE: MOISTURE CONDITION & COMPACT
<br />STRUCTURAL SECTION BASED SUBGRADE TO 95% R,C.
<br />ON R VALUE OF 5 AND
<br />y , �
<br />TRAFFIC INDEX OF 6.5 MOISTURE CONDITION Sc COMPACT
<br />' 6" -F '�'"r% T "�ti� / %?� l„%. < <, i i�i,Vi.. ,, F:�,./?2� SUBGRADE TO 90% R.C.
<br />MOISTURE CONDITION & COMPACT
<br />SUBGRADE TO 95% R.C. (A) --
<br />Z TYPICAL PAVEMENT SECTION
<br />NTS
<br />(�s TYPICAL PCC SIDEWALK SECTION
<br />C 2 NTS
<br />17" MIN.
<br />BZSSooaml Avaaae
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<br />Saar Sar 0195104
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<br />RADIUS, TYP,
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<br />— INFORMATION TO BE
<br />PROVIDED BY COUNTY
<br />WHITE—/
<br />BLACK 1" LETTERS
<br />^ SIGN DETAIL
<br />\i2 NOT TO SCALE
<br />MF
<br />ENGINEERING
<br />BZSSooaml Avaaae
<br />suite C:
<br />Saar Sar 0195104
<br />Tal: (707) 54.0784
<br />Fos (707)5444M
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<br />Jen No: 01-841
<br />Drawn 9y: WOK
<br />Ohaakaa er. DS
<br />�Dw: Aug 27, 2002Aug 27, 2002
<br />Revisions
<br />By
<br />Skoal NI
<br />4
<br />4 of -I J
<br />
|