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n
<br />0
<br />1
<br />1008,
<br />42a ASTM C3611
<br />Class D-25
<br />• 11
<br />420 ASTM C361,
<br />Class D-25
<br />1008,
<br />TOP VIEW
<br />DIMENSIONS & REBAR SIZING
<br />0
<br />W
<br />B
<br />L
<br />T
<br />REBAR
<br />(ALL(
<br />]]'
<br />3'-5'
<br />s'-]'
<br />4'-0'
<br />6'
<br />IS 0 I2'
<br />>6'
<br />S -a'
<br />S''-9'
<br />4'-2'
<br />6'
<br />IS 012'
<br />42'
<br />SEEPIANFoa01NENSIONS
<br />a5®t2'
<br />/a'
<br />4'-10'
<br />Y-2'
<br />5'-2*
<br />a'
<br />Its 0 Me
<br />Ss'
<br />S'-/'
<br />B' -a'
<br />6'-W
<br />a'
<br />Its 012'
<br />6g'
<br />6'-0'
<br />B'-10'
<br />6'-6'
<br />6'
<br />Its 012'
<br />42* ASTM
<br />Class D
<br />1' �—INSTALL PIPE OUTFALL
<br />7 ACCESS CONTROL RACK RACK
<br />I PER SAN JOAQUIN COUNTY
<br />DETAIL D-22, THIS SHEET
<br />SIDE VIEW
<br />NOTES:
<br />I. REINFORCING BAR SPACING SHOWN IN
<br />TABLE IS MAXIMUM SPACING.
<br />Z. USE CLASS 3 CONCRETE.
<br />3, REFER TO PIPE OUTFALL ACCESS CONTROL
<br />RACK D -ZZ,
<br />(2) 4211 SD CULVERT OUT / INLET STRUCTURE
<br />MODIFIED COUNTY OF SAN JOAQUIN STO, DWG. D-19
<br />NOT TO SCALE
<br />TOP VIEW
<br />DIMENSIONS & REBAR SIZING
<br />g
<br />W
<br />B
<br />L
<br />T
<br />REW
<br />(ALL)
<br />3P
<br />]'-5'
<br />5'-3'
<br />4'-0'
<br />6'
<br />F5 0 iz'
<br />36'
<br />3'-6'
<br />5'-s'
<br />4'-r
<br />6'
<br />is 0IY
<br />42'
<br />SEE PLAN FOR DIMENSIONS
<br />15®72'
<br />46'
<br />4'-l0'
<br />]'-Y
<br />s'-2'
<br />9'
<br />F o Iz'
<br />51'
<br />V' f
<br />E-0'
<br />6'-0'
<br />a'
<br />16 0 I2'
<br />60'
<br />6'-0'
<br />B' -1Y
<br />6'-6'
<br />a'
<br />rd 012'
<br />42" ASTM C361,
<br />Class D-25
<br />1 1' IS— INSTALL PIPE OUTFALL ACCESS
<br />—f CONTROL RACK RACK
<br />PER SAN JOAQUIN COUNTY
<br />DETAIL D-22, THIS SHEET
<br />SIDE VIEW
<br />NOTES:
<br />1, REINFORCING BAR SPACING SHOWN
<br />IN TABLE IS MAXIMUM SPACING,
<br />2, USE CLASS 3 CONCRETE
<br />3, REFER TO PIPE OUTFALL ACCESS
<br />CONTROL RACK D-22,
<br />2" SD CULVERT OUTLET / INLET STRUCTURE
<br />MODIFIED COUNTY OF SAN JOAQUIN STD. DWG, D-19
<br />NOT TO SCALE
<br />RIP RAP DETAIL �1
<br />5
<br />Coal CANAL GATE
<br />• 10 root Unseating Head
<br />A Up to 35 fool Sealing Head (see than)
<br />• Rugged Cast Bronze Lift Nut
<br />• Machined Iron Seats, standard
<br />• Rising Stems
<br />' Adjustable Side Wedges
<br />USES:
<br />The Walermon Model C-20 Conal Gate Is made to mine need far madoralo pmssule ml-a#whare either
<br />moderate M aling or low unsealing pressures are encountered. Typical uses Include Inslanalion in
<br />treatment plants, Mood Control projects, Irrigation canals and diversion stands.
<br />FEATURES:
<br />Fla166ck gales for headwall mooning or spigot back modals for attaching to corrugated metol pipe are
<br />available.
<br />The Cover, frame SITE, adjustable wedges, arch, and
<br />handwheel are made of Cast Iron. The yR nut is Cast
<br />bronze and utilizes Suggest acme type Intends, The
<br />steel slam is secured to the cover by an easily remov. s
<br />able pin to ponnll removing for maintenance. This
<br />feature also allows the user to slack standard IN=
<br />IMOM gates and provide geld Inslallagan offising stem
<br />cononsions, wham this Is definable. 1.
<br />Standard accessories, Oolvanizing, and bronze seals 1
<br />and stems are ava0eble.
<br />Fletbackganges with25#ar I ISNANSI standard drilling
<br />auanaae an special order.
<br />A wriely of slzes am avngable and Custom require.
<br />ments may be famished.
<br />• Stainless Steel Guide Rails and Stem,
<br />optional
<br />• Bronze Seals, optional
<br />• 25N and 125# ANSI drilling, optional
<br />RECOMMENDEO MAXIMUM SEATING and
<br />UNSEATING HEADS
<br />amommiam
<br />s
<br />o:n as
<br />Is
<br />I F
<br />I G
<br />X
<br />I J
<br />I
<br />Server
<br />N
<br />Tho`neaVonrarc based upon ewlgn studio
<br />ndmodiguTma NINS valve and upon yen; of
<br />Installation "ohlallonv
<br />eater r hfiR• 4.n-lxrr
<br />AT CENTER Or PIPE
<br />42' SLUICE GATE NEIN LOGYING
<br />NEGIMAt AND BOX W REMAIN
<br />CYYPUEZELY CrEN, EXCEPT AT RHES
<br />BNEN A IVIER9AY AT lJ1.VIll Ra
<br />WA7ERSNm OUTFLOWS TO FACTURES
<br />SERHNG WE HESI90E pIANNQ
<br />WATERSHED IS WARRANRD.
<br />252—i it1
<br />OVERFLOW CATCH BASIN
<br />WITH ORIFICE CONTROL
<br />N,T.51 - SEEDETAIL3 .�
<br />C-20 CANAL GATE DIMENSIONS o auw..,aa..n.�.If."..,
<br />a ci. NS 3
<br />�Ww
<br />a,
<br />-02
<br />gem r1aAASp
<br />c......... 'i :c.__
<br />— "
<br />I P .J �.., �}
<br />w iI
<br />vv .. -O:Lr 0:4 ea lL
<br />I •+rat • eaten' RI
<br />nm t --I I--- .•�y-J- uC Star
<br />E.,Some
<br />N_L I!I
<br />-...� -OIs
<br />ctls.. leir
<br />ISE-- —
<br />a 21
<br />41
<br />111,
<br />-./
<br />�. a w1Nn
<br />L--� -wY)mw • �I ;m now on
<br />e,af..a Awn aM„ „
<br />I"am LO k
<br />Fe_ .. __ o 01A . ............Lai an"f^Ifero e•..-+...e..e if ,s Iranuan
<br />logo 0 OR "M
<br />'3
<br />J
<br />2
<br />WATERMAN C-20 CANAL GATE (SLUICE GATE) DETAIL
<br />N, T. S.
<br />CALPICC MODE. W
<br />WRAP -MOUND END SEM.
<br />WIN SS BANDS OR APPROVED
<br />ALTERNATE.
<br />rhe
<br />NOTES:
<br />/ �STEE' I. INSTALL PER MANUFACTURERS
<br />CONDUCTOR SPECIFICATIONS
<br />CASNG AS
<br />HEAVY DUTY SPEaFTIM 2 INSTALL TA AT BOTH ENDS
<br />SKID
<br />TYPICAL DIRT STOP DETAIL
<br />NOT TO SCALE
<br />A
<br />CAIACO MODEL N -8 -SS ..7
<br />MTI -FLOATATION SOLS OR
<br />APPROVED ALTERNATIVE —
<br />A
<br />900 HEIGHT TO BE -- --'�-z
<br />SUCH THAT PIPE JOINTS —
<br />DO NOT REST ON CASNG, A
<br />TYPICAL PIPE JOINT AND INSULATOR
<br />NOT TO SCALE
<br />MTI -FLOATATION
<br />900 CONFIGURATION II HEAV DUTY
<br />MNYL
<br />CARRIER PIPE
<br />ImmSTAINLESSPIPE JgNT —� ' � 5 SM BAND
<br />POLIETHI7ENE <� ri
<br />SNIP A ;>3
<br />5/16' CADMIUM STEELCONDUCTOR
<br />PLATED BOLTS CASING AS SPECIFIED
<br />SECTION "A -Ar`
<br />NOT TO SCALE
<br />UTILITY ENCASEMENT DETAIL
<br />NOT TO SCALE
<br />WELDED STEEL CASING
<br />REQUIREMENTS
<br />REWIRED
<br />24' MIN
<br />0
<br />Is
<br />I F
<br />I G
<br />X
<br />I J
<br />I L
<br />I M
<br />N
<br />At ED
<br />0®
<br />a [BI
<br />T
<br />U
<br />hanrailandmounttothe
<br />finite
<br />The Stam extends through the entire length ofpipa, Will the addlllon of
<br />Avice
<br />oil seals, mesa filing slam extension Can be used whore weather
<br />B"
<br />contlnions require That the stem operate In all to prevent freezing.
<br />Thk.
<br />1. ).....
<br />N •
<br />all
<br />It
<br />c`lE
<br />RISINVG MNSION
<br />6-�11D,
<br />Ary
<br />Thk.
<br />36'
<br />6
<br />w
<br />11
<br />1406
<br />entRISE �4ENelON
<br />..,.4rc•r,.nas
<br />If
<br />t.morylo
<br />8'
<br />toH
<br />A
<br />srwl+n
<br />T��wermove
<br />_
<br />7
<br />1
<br />2'
<br />num
<br />wgaa `
<br />I 1
<br />A
<br />( J
<br />M
<br />it
<br />iiiiiiiiiii
<br />A
<br />A
<br />For C-10, CL -101 C611 AND 0-20 MODELS
<br />Car
<br />it
<br />SoAung
<br />men Mock galas. They are used to poslllon the gale handwheel at
<br />nvepienl and noothanging operatingelevations. This eliminates
<br />0
<br />ago
<br />it
<br />Iremp areas or walkways.
<br />+L
<br />A
<br />a
<br />of
<br />M
<br />sionstomeetdifferentoperal'fag height mndillons. The extensions
<br />%
<br />fit
<br />11
<br />31
<br />A
<br />L
<br />uL
<br />The length of pipe bnspned dele"Nes the elemtion or the hand
<br />M
<br />is
<br />To
<br />s%
<br />A
<br />aN
<br />WA
<br />Are
<br />;L
<br />N
<br />N
<br />to
<br />4
<br />So
<br />I
<br />al
<br />on
<br />R
<br />A
<br />k
<br />%
<br />1%
<br />Y
<br />k
<br />0%
<br />h.
<br />Y
<br />%
<br />ad
<br />L
<br />I;\
<br />AN
<br />A
<br />%iiiiiiii
<br />/.:
<br />M
<br />IT
<br />Ad
<br />%
<br />A
<br />N
<br />exA
<br />4s
<br />A44
<br />uk
<br />A
<br />sk
<br />4xf
<br />+k
<br />L
<br />nY
<br />'3
<br />J
<br />2
<br />WATERMAN C-20 CANAL GATE (SLUICE GATE) DETAIL
<br />N, T. S.
<br />CALPICC MODE. W
<br />WRAP -MOUND END SEM.
<br />WIN SS BANDS OR APPROVED
<br />ALTERNATE.
<br />rhe
<br />NOTES:
<br />/ �STEE' I. INSTALL PER MANUFACTURERS
<br />CONDUCTOR SPECIFICATIONS
<br />CASNG AS
<br />HEAVY DUTY SPEaFTIM 2 INSTALL TA AT BOTH ENDS
<br />SKID
<br />TYPICAL DIRT STOP DETAIL
<br />NOT TO SCALE
<br />A
<br />CAIACO MODEL N -8 -SS ..7
<br />MTI -FLOATATION SOLS OR
<br />APPROVED ALTERNATIVE —
<br />A
<br />900 HEIGHT TO BE -- --'�-z
<br />SUCH THAT PIPE JOINTS —
<br />DO NOT REST ON CASNG, A
<br />TYPICAL PIPE JOINT AND INSULATOR
<br />NOT TO SCALE
<br />MTI -FLOATATION
<br />900 CONFIGURATION II HEAV DUTY
<br />MNYL
<br />CARRIER PIPE
<br />ImmSTAINLESSPIPE JgNT —� ' � 5 SM BAND
<br />POLIETHI7ENE <� ri
<br />SNIP A ;>3
<br />5/16' CADMIUM STEELCONDUCTOR
<br />PLATED BOLTS CASING AS SPECIFIED
<br />SECTION "A -Ar`
<br />NOT TO SCALE
<br />UTILITY ENCASEMENT DETAIL
<br />NOT TO SCALE
<br />WELDED STEEL CASING
<br />REQUIREMENTS
<br />REWIRED
<br />24' MIN
<br />CASING 97E
<br />• m"
<br />MINIMUM WALL
<br />84375'
<br />THICKNESS
<br />j
<br />MINIMUM WELD
<br />35000 PSI
<br />STRENGTH
<br />Thk.
<br />STEM EXTENSIONS
<br />w h;l_ �
<br />RISING STEM EXTENSIONS FRSE)
<br />• m"
<br />Far C-10, CL•10, CL -11 AND C40 MODEIS
<br />SIZE
<br />Waldman Rising -Sloth Exertions are factory installed to the height
<br />j
<br />("Him) required. They provide a rising slem and handwheel, keeping
<br />�q
<br />threads and IRA Monte the walorlevel and allowing the amount of Bolo
<br />Thk.
<br />openmglobemamydmamdned. Cast Van brackets, fastened lame top
<br />f`_'" I
<br />wnhod steel a secured to the llama
<br />pipe,
<br />l
<br />hanrailandmounttothe
<br />finite
<br />The Stam extends through the entire length ofpipa, Will the addlllon of
<br />5
<br />oil seals, mesa filing slam extension Can be used whore weather
<br />B"
<br />contlnions require That the stem operate In all to prevent freezing.
<br />Thk.
<br />1. ).....
<br />N •
<br />all
<br />It
<br />c`lE
<br />RISINVG MNSION
<br />6-�11D,
<br />Ary
<br />Thk.
<br />36'
<br />6
<br />C� JltliN
<br />Thk.
<br />entRISE �4ENelON
<br />..,.4rc•r,.nas
<br />7
<br />t.morylo
<br />8'
<br />toH
<br />Thk.
<br />srwl+n
<br />T��wermove
<br />_
<br />7
<br />1
<br />2'
<br />num
<br />wgaa `
<br />I 1
<br />to"ca y.'�',: vwexl,xv"I w.s+pw.rnww
<br />( J
<br />1/2m
<br />NR9 Ev[TENSION
<br />NON -RISING STEM EXTENSIONS
<br />Thk.
<br />For C-10, CL -101 C611 AND 0-20 MODELS
<br />Walernum Non -Rising StemExtenslons are an accessory to Wstar.
<br />men Mock galas. They are used to poslllon the gale handwheel at
<br />nvepienl and noothanging operatingelevations. This eliminates
<br />the problem create central hardware which mgTMatherwise rise Into
<br />Iremp areas or walkways.
<br />wTilam
<br />EMenslons also Miminales
<br />nw Vw�m
<br />the expense and Imm�vanienm of order ng gates of special dhmmn-
<br />sionstomeetdifferentoperal'fag height mndillons. The extensions
<br />•.,w '
<br />NOreadily Installed In the Odd. The upper and loner bmchels are
<br />Stripe (color anrn,,.r
<br />o ned by a section of standard golvdnhed steel pipe (m maty Bae
<br />to N.
<br />calendar famished) by means olmreads, set screw, pins orwelds.
<br />The length of pipe bnspned dele"Nes the elemtion or the hand
<br />wheel. WMermanSlem GuideModels,suchasEye BoILNRSK,SK-
<br />1, SK -2, K-1 and K-2 acres, aro remmmandzd (a sevum the
<br />NomWlyfleNlwtaeed
<br />handwheoliocaion.
<br />xoE anslNGsrara FxrExelox
<br />ne ;NanaaaMwight
<br />ZIg WNhsvt gsnlnbina Fr rot Stem
<br />Bolt W/nut-
<br />k'dia AS 2'
<br />2'
<br />Sol
<br />Clan,
<br />Equally
<br />Spaced
<br />3
<br />+ 30")
<br />3' x 3' steel angle-,
<br />(match INS. w/latch plate)
<br />RACK LATCH k LINK DETAIL
<br />Scale: None
<br />NOTES:
<br />1. Fasten latch link to anchor we/chain and padlock.
<br />2. Room Shall be pravidad to lay rock flat.
<br />3. Footmen latch bracket to headwall with 12"x B"
<br />bolls 8: hex nuts, or expansion boiler.
<br />4. When rack Is In the closed position, the
<br />bottom rack bar shall be tight against
<br />the tap of the hinge bracket ser that the
<br />rack cannot be Rftod off the latch.
<br />S. M creinforcing Steel shall have 2'
<br />ftm
<br />PIPE ID
<br />REBAR
<br />PL
<br />THK
<br />UNKACE
<br />SIZE
<br />21"a 24'
<br />4
<br />I 1/4w
<br />�q
<br />1'.aBs"
<br />Thk.
<br />27'
<br />5
<br />liver
<br />1',.OBS"
<br />finite
<br />30'
<br />5
<br />3
<br />B"
<br />I i".095"
<br />Thk.
<br />33'
<br />6
<br />3/8
<br />0
<br />111.095'
<br />Thk.
<br />36'
<br />6
<br />3/8F
<br />1",.133'
<br />Thk.
<br />42'
<br />7
<br />3
<br />8'
<br />I".133'
<br />Thk.
<br />48"ar 64'
<br />_
<br />7
<br />1
<br />2'
<br />I',.133'
<br />Thk.
<br />ED84'
<br />8
<br />1/2m
<br />1',.133'
<br />Thk.
<br />e Alearrommil by;
<br />PIPE OIIiFALL
<br />L ACCESS CONTROL RACK RMxren o,.m Ste; eel.
<br />'k COUNTY OF SAN TOAQMN
<br />murJmrvesursllau
<br />''Honig Jri 78'7II Dm.r gtx 0014 lid. Dap, Nov QZZ
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