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<br />F•IYC DORM
<br />TYPICAL SECTION 3
<br />(APPROX. STA. 4 +00 TO STA. 6 +80)
<br />• a 1 2 4 6 B
<br />INFORCEMENT "
<br />401 SHOWN SCALE IN FEET
<br />(NOM fi) INSTALL LINK -SEAL
<br />••�Ai PIPE PENETRATOR SO
<br />(TYP) �•• mn2'DIA. MH:TO MAN
<br />BLIND FLANGE r
<br />2" DIA.
<br />+ STEEL PIPE
<br />24" DIA, STEEL
<br />INSPECTION PIPE
<br />12 THICKNESS OF MANHOLE
<br />MAY VARY BPSED ON
<br />MANUFACTURER RE011REMENIS
<br />DEWATERING PIPE (NOTE 6)
<br />8• DIA, HE PE
<br />RISER PIPE
<br />PLAN OF PRECAST MANHOLE (NOTE 6)
<br />0 1 2 4 6 8
<br />SCALE IN FEET
<br />SPACED AT 12" MAXIMUMI ,
<br />EQUIPED HI OF I/
<br />OINDUAL SECTIONS
<br />BE DETERMINED BY
<br />MANUFACTURER
<br />(NOTE 6)
<br />LIFTING
<br />INSERT
<br />VARIES
<br />STEP
<br />UFTNG
<br />PRECAST BARREL SECTION
<br />B'(OTE 8) GASKET
<br />AT
<br />Z—
<br />I I
<br />�I I
<br />VV I
<br />I I
<br />I I
<br />I I
<br />I
<br />ANCHOR DOLTS ----------------
<br />FOR ACCESS HATCH
<br />O O
<br />r
<br />I
<br />-- - --
<br />--- -- -�
<br />I
<br />a•1I.•I
<br />I° '•
<br />STIIO (M.) (NOTE 5)
<br />�
<br />WELDED STEEL ENO OF CASH,
<br />0 2 4 8
<br />RESERVOIR �
<br />I
<br />1/4 PLATE
<br />I
<br />BARS r .O.
<br />EL 50- DAHLIA
<br />ALUMINUM SHELF
<br />1
<br />1
<br />1
<br />12V DC POWER UNIT. 1
<br />O
<br />CONTRACTOR IS TO PROVIDE 1 0
<br />1
<br />ONE -WAY 12 VOLT DC ADAPTER 1
<br />I
<br />FOR CONNECTION OF POWER CABLEI
<br />T. SL
<br />V. 5 O . 05 SL -
<br />ELE AB
<br />TO 12 VOLT BATTERY
<br />12V
<br />•
<br />NEMA
<br />PANEL
<br />4 -WAY
<br />VALVE
<br />CONCRETE SLAB TO BE DETERMINED BY THE SLUICE CATE w
<br />GALE POSITION
<br />I
<br />I
<br />INDICATOR
<br />I
<br />I
<br />L____ _
<br />I
<br />01
<br />O____________J
<br />OI
<br />PLACE NCN- SHRINK GROUT - -� 2 -HIGH PRESSURE ]N "xl
<br />IN ANNULAR SPACE STPINIESS STEEL LINES - EMBB]Cf
<br />AS REQUIRED BY O 6. 0.C.
<br />MANUFACTURER
<br />DIA- COVER 5 -0•
<br />GROOVE AN - PRECAST GATE OPERATIONS
<br />TOP (N15" DIA
<br />FINAL GRACE VAULT (NOTE 8) 3N' LONG J
<br />(N TS) STUDS WEU
<br />EMBEDDED
<br />6. O.C. (NOTE
<br />' d
<br />-B" DIA. HOPE RISER PIPE
<br />IH F ANGE AT BASE (PROJECTED)
<br />24' DIA, STEEL
<br />OUTLET
<br />REINFORCEMENT DECK SLAB REINFORCEMENT
<br />NOT SHOWN NOT SHOWN FOR CLARITY.
<br />8' STEEL RISER PIPE
<br />N111 FLANGE (PROJECTED)
<br />THICKNESS DETERMINED BY PIPE INVERT ELEVATION
<br />LOW- STRENGTH CONCRETE,
<br />THICKNESS DETERMINED BY PIPE INVERT ELEVATION
<br />PROFILE OF PRECAST MANHOLE (NOTE 6)
<br />O 1 2 6 B
<br />SCALE M FEET
<br />WELDED STEEL BAR GRATING
<br />� (NOTE ], SHEET 5)
<br />�• / 4�:
<br />�- FOR
<br />DETAL
<br />STEPS SPACED AT
<br />12 MAXIMUM TW, EA. AN(
<br />PRECAST BASE I• / REINFORCEMENT -' \ •' /
<br />V/
<br />NOT SHOWN
<br />PRECAST BASE UNR (NOTE 6)
<br />DETAIL OF 96" DIA. PRECAST MANHOLE (NOTE 6)
<br />(NJ 5.)
<br />HOLE
<br />TIN III
<br />' II I'II I N
<br />A• sAd r nA
<br />1
<br />/ PRECAST CONCRETE
<br />4 5) 1 -0
<br />_MBEODE➢ ANCHOR
<br />a•1I.•I
<br />I° '•
<br />STIIO (M.) (NOTE 5)
<br />�
<br />WELDED STEEL ENO OF CASH,
<br />0 2 4 8
<br />v
<br />eEry GiAnHC CE MASHgACK
<br />(NOTE 3, SHEET 5J WALL
<br />BARS r .O.
<br />EL 50- DAHLIA
<br />DETAIL
<br />C
<br />6' 6' EL 50M46.I-COOLEY
<br />L 313'x.' BY
<br />°
<br />7'.%' EMBEDDED
<br />END OF DECK SLAB
<br />11 _LI•
<br />2 e' 2
<br />x EMBEDDED
<br />T. SL
<br />V. 5 O . 05 SL -
<br />ELE AB
<br />DAHLIA
<br />PLATE BENNO, HOLE 5)
<br />PLATE DBE
<br />*2v
<br />•
<br />°.
<br />y' CENTRED ON C6
<br />CONCRETE SLAB TO BE DETERMINED BY THE SLUICE CATE w
<br />WELD FOUR, l5" DIA. BY
<br />MANUFACTURER.
<br />(N H' DIA. ]H" LONG 1@
<br />1y 3N" LONG ANCHOR STUDS
<br />TO PLATE (NOTE 4)
<br />-
<br />ANCHOR STUDS TYP. (NOTE s)
<br />L 3'.2N "x15'
<br />STEEL WELDING CODE ANS /AWS CIA AND STUD
<br />MANUFACTURER'S RECOMMENDATIONS.
<br />p (CONTINIA05)
<br />_
<br />W CGKIC5
<br />5. ALL ITEMS EMBEDDED IN CONCRETE, EXCEPT GATE THIMBLE,
<br />1K'
<br />(CONTINUOUS)
<br />4 A
<br />SHALL BE STAINLESS STEEL INCLUDING, EXPANSION ANCHORS.
<br />0 2 4 8 12
<br />ANCHOR SIDDS, PLATES, AND BOLTS.
<br />SCALE IN INCHES
<br />�-
<br />6. PRECAST MANHOLE AND PRECAST GATE OPERATORS WULT
<br />TO. END SILL
<br />DESIGN FABRICATION, AND SUBMITTAL REQUIREMENTS ARE
<br />Y' DIA. SOLID
<br />EL. 5042. 9 - DAHLIA
<br />DETAIL r2
<br />T..�
<br />5
<br />RND
<br />OU BAP O
<br />EL 5041,9 - COOLEY I ........ ..o A I 42" DIA. STEEL PIPE
<br />PLACE NCN- SHRINK GROUT - -� 2 -HIGH PRESSURE ]N "xl
<br />IN ANNULAR SPACE STPINIESS STEEL LINES - EMBB]Cf
<br />AS REQUIRED BY O 6. 0.C.
<br />MANUFACTURER
<br />DIA- COVER 5 -0•
<br />GROOVE AN - PRECAST GATE OPERATIONS
<br />TOP (N15" DIA
<br />FINAL GRACE VAULT (NOTE 8) 3N' LONG J
<br />(N TS) STUDS WEU
<br />EMBEDDED
<br />6. O.C. (NOTE
<br />' d
<br />-B" DIA. HOPE RISER PIPE
<br />IH F ANGE AT BASE (PROJECTED)
<br />24' DIA, STEEL
<br />OUTLET
<br />REINFORCEMENT DECK SLAB REINFORCEMENT
<br />NOT SHOWN NOT SHOWN FOR CLARITY.
<br />8' STEEL RISER PIPE
<br />N111 FLANGE (PROJECTED)
<br />THICKNESS DETERMINED BY PIPE INVERT ELEVATION
<br />LOW- STRENGTH CONCRETE,
<br />THICKNESS DETERMINED BY PIPE INVERT ELEVATION
<br />PROFILE OF PRECAST MANHOLE (NOTE 6)
<br />O 1 2 6 B
<br />SCALE M FEET
<br />WELDED STEEL BAR GRATING
<br />� (NOTE ], SHEET 5)
<br />�• / 4�:
<br />�- FOR
<br />DETAL
<br />STEPS SPACED AT
<br />12 MAXIMUM TW, EA. AN(
<br />PRECAST BASE I• / REINFORCEMENT -' \ •' /
<br />V/
<br />NOT SHOWN
<br />PRECAST BASE UNR (NOTE 6)
<br />DETAIL OF 96" DIA. PRECAST MANHOLE (NOTE 6)
<br />(NJ 5.)
<br />HOLE
<br />TIN III
<br />' II I'II I N
<br />A• sAd r nA
<br />1
<br />'END SILL
<br />4 5) 1 -0
<br />REINFORCEMENT
<br />a•1I.•I
<br />I° '•
<br />NOT SHOWY
<br />_
<br />FOR CLARIH
<br />0 2 4 8
<br />12
<br />SCALE IN INCHES
<br />GRATNG FASTENER (TYP.) -
<br />DETAIL
<br />C
<br />CT = _ POLY-COATED f
<br />S w
<br />Fy EEL STEP (.J
<br />L 313'x.' BY
<br />6
<br />7'.%' EMBEDDED
<br />END OF DECK SLAB
<br />11 _LI•
<br />Nh )
<br />T. SL
<br />V. 5 O . 05 SL -
<br />ELE AB
<br />DAHLIA
<br />(NOTE 5)
<br />•
<br />ELEV 3051 4 -
<br />COOLEY
<br />BAR
<br />SHEET 5)
<br />1 4 N.24 5".W PLATE
<br />CUR 8'x21H" GRATING (CONTINUOUS)
<br />SEPARATION BAR B'xy' PLg1E
<br />I" (CENTERED ON INTERSECTION (CONTNUOI S)
<br />CN OF PANEL CORNERS) 0 2 a 5 12
<br />GRATING FASTENER -
<br />• 1 WELDED STEEL BAR GRATING NOTE 3 SHEET 5 SCALE IN INCHES SEE NOTE 3, SHEET 5
<br />•b T
<br />CITY OF THORNTON
<br />6" 011 KNOCKOUT FOR
<br />a•1I.•I
<br />I° '•
<br />(N DIA. 314" EON
<br />_
<br />RM
<br />ANCHOR STUD, D, T WELDED i0
<br />EMBEDDED PLATE (NOTE D4 k 5)
<br />5
<br />• •S •A
<br />GRATNG FASTENER (TYP.) -
<br />HOTE
<br />C
<br />CT = _ POLY-COATED f
<br />S w
<br />Fy EEL STEP (.J
<br />L 313'x.' BY
<br />I. INSTALL TYPE •E" CAST IRON THIMBLE PIPE SIDE END FLANGED
<br />7'.%' EMBEDDED
<br />TO MATCH STEEL PIPE FLANGE. LENCTH=12.
<br />11 _LI•
<br />PLATE (CONTINUOUS)
<br />616" CENTERED ON W8. WELD FOUR N' CIA.
<br />,ILL 1 III
<br />(NOTE 5)
<br />BAR
<br />SHEET 5)
<br />1 4 N.24 5".W PLATE
<br />CUR 8'x21H" GRATING (CONTINUOUS)
<br />SEPARATION BAR B'xy' PLg1E
<br />I" (CENTERED ON INTERSECTION (CONTNUOI S)
<br />CN OF PANEL CORNERS) 0 2 a 5 12
<br />GRATING FASTENER -
<br />• 1 WELDED STEEL BAR GRATING NOTE 3 SHEET 5 SCALE IN INCHES SEE NOTE 3, SHEET 5
<br />TYPE •E"
<br />WALL THIMBLE
<br />(NOTE 1)
<br />INSULATING
<br />PIPE FLANGE
<br />CONNECTION
<br />(NOTE 2)
<br />SER °
<br />ING
<br />L.J.
<br />REINFORCEMENT
<br />NOT SHOWN (TIP.) °
<br />THE SLUICE
<br />1CIDRER I
<br />TO. GLAD
<br />EE' jag? =boot:
<br />NCI
<br />I NGROUTRINN (NOTE
<br />_� (NOTE
<br />;4 •• 4
<br />SON. a0 STE- PIPE SLEEV
<br />EMBEDDED IN CONCRETE
<br />PIPE TO BE I/2 TO 5/6
<br />PT PT LARGER THAN STEM DIANE
<br />DETAIL 4
<br />42'X42° SLUICE GATE S
<br />(N.T.S.)
<br />42•142' CAST
<br />IRON SLJICE GATE
<br />. I
<br />CF
<br />V
<br />CL OF <e 91P. S1EE'_ PIPE
<br />4CCSS HPT-v
<br />I
<br />I
<br />CITY OF THORNTON
<br />6" 011 KNOCKOUT FOR
<br />DAHLIA GRAVEL NT TO GODLEY GRAVEL PIT
<br />DETAIL 3
<br />_
<br />I FILL WITH NON - SHRINK GROUT
<br />SHEET
<br />5
<br />W"
<br />GRATNG FASTENER (TYP.) -
<br />HOTE
<br />SEE NOTE 3, SHEET 5
<br />CT = _ POLY-COATED f
<br />S w
<br />Fy EEL STEP (.J
<br />L 313'x.' BY
<br />I. INSTALL TYPE •E" CAST IRON THIMBLE PIPE SIDE END FLANGED
<br />5" LONG (BEYOND. TYP.)
<br />TO MATCH STEEL PIPE FLANGE. LENCTH=12.
<br />8-x8-x%- EMBEDDED PLATE (BEYOND)
<br />2. BOLT 42' DIA. RING FLANGE (AWWA C207), CLASS B) TO WALL
<br />616" CENTERED ON W8. WELD FOUR N' CIA.
<br />THIMBLE JOINT SHALL INCLUDE INSULATING CASKET AND ONE
<br />ANCHOR STUDS TO EMBEDDED SIDE OF PLATE. (NOTE 5) PIECE INSUTATNG BOLT SLEEK FOR ALL FASTENERS.
<br />3. BASE PLATE DIMENSIONS AND DETAILS OF ANCHORAGE TO
<br />S
<br />TO 3 WALLS
<br />CONCRETE SLAB TO BE DETERMINED BY THE SLUICE CATE w
<br />MANUFACTURER.
<br />(N H' DIA. ]H" LONG 1@
<br />-
<br />k STUDS SHALL BE 'WELDED IN ACCORDANCE WITH STRUCTURAL
<br />-
<br />ANCHOR STUDS TYP. (NOTE s)
<br />STEEL WELDING CODE ANS /AWS CIA AND STUD
<br />MANUFACTURER'S RECOMMENDATIONS.
<br />5
<br />_
<br />5. ALL ITEMS EMBEDDED IN CONCRETE, EXCEPT GATE THIMBLE,
<br />1K'
<br />SHALL BE STAINLESS STEEL INCLUDING, EXPANSION ANCHORS.
<br />0 2 4 8 12
<br />ANCHOR SIDDS, PLATES, AND BOLTS.
<br />SCALE IN INCHES
<br />6. PRECAST MANHOLE AND PRECAST GATE OPERATORS WULT
<br />1IW" S 1%"
<br />DESIGN FABRICATION, AND SUBMITTAL REQUIREMENTS ARE
<br />PROI IN THE SPECIFICATIONS.
<br />DETAIL r2
<br />]. HOPE FLANGE SHALL BE FABRICATED IN ACCORDANCE WITH THE
<br />5
<br />MANUFACTURER'S RECOMMENDATONS. PROVIDE FASTENER HOLES
<br />To MATCH.
<br />TYPE •E"
<br />WALL THIMBLE
<br />(NOTE 1)
<br />INSULATING
<br />PIPE FLANGE
<br />CONNECTION
<br />(NOTE 2)
<br />SER °
<br />ING
<br />L.J.
<br />REINFORCEMENT
<br />NOT SHOWN (TIP.) °
<br />THE SLUICE
<br />1CIDRER I
<br />TO. GLAD
<br />EE' jag? =boot:
<br />NCI
<br />I NGROUTRINN (NOTE
<br />_� (NOTE
<br />;4 •• 4
<br />SON. a0 STE- PIPE SLEEV
<br />EMBEDDED IN CONCRETE
<br />PIPE TO BE I/2 TO 5/6
<br />PT PT LARGER THAN STEM DIANE
<br />DETAIL 4
<br />42'X42° SLUICE GATE S
<br />(N.T.S.)
<br />42•142' CAST
<br />IRON SLJICE GATE
<br />. I
<br />CF
<br />V
<br />CL OF <e 91P. S1EE'_ PIPE
<br />4CCSS HPT-v
<br />40 PVC DRAIN PIPE
<br />O 2% TO DAYLIGHT
<br />PRECAST
<br />CONCRETE
<br />ELEVATION - PRECAST GATE OPERATIONS VAULT
<br />(NOTE 6)
<br />(NJ,S,)
<br />LEGEND. ANIRENATONS, AND STMICNRAL NOTES
<br />HANONG BAPEE STILLING BASIN AND STRUGROAL 017413
<br />rh GEI Consultants, Inc.
<br />ENGLEWOOD • COLORADO
<br />RSKAE1 DRAWN CHECKED A51- B.I.D. ELH. /D.NR. GMT. 0.J.,
<br />0
<br />A
<br />30
<br />ATE I
<br />I
<br />I
<br />CITY OF THORNTON
<br />6" 011 KNOCKOUT FOR
<br />DAHLIA GRAVEL NT TO GODLEY GRAVEL PIT
<br />HYDRAULIC HOSES
<br />_
<br />I FILL WITH NON - SHRINK GROUT
<br />SHEET
<br />AFTER HOSE INSTALLATION
<br />I I
<br />I
<br />I
<br />— '..
<br />NO,
<br />IIIIIIIIIIIi�IIIIII�I�IiiIIIIIIIIIIIIIIIIINI
<br />6
<br />/
<br />CT = _ POLY-COATED f
<br />S w
<br />Fy EEL STEP (.J
<br />}• i LE i ALUMINUM
<br />I AN ANCHOR BOLTEp
<br />S
<br />TO 3 WALLS
<br />40 PVC DRAIN PIPE
<br />O 2% TO DAYLIGHT
<br />PRECAST
<br />CONCRETE
<br />ELEVATION - PRECAST GATE OPERATIONS VAULT
<br />(NOTE 6)
<br />(NJ,S,)
<br />LEGEND. ANIRENATONS, AND STMICNRAL NOTES
<br />HANONG BAPEE STILLING BASIN AND STRUGROAL 017413
<br />rh GEI Consultants, Inc.
<br />ENGLEWOOD • COLORADO
<br />RSKAE1 DRAWN CHECKED A51- B.I.D. ELH. /D.NR. GMT. 0.J.,
<br />0
<br />A
<br />30
<br />ATE I
<br />I dY I :IN APP
<br />CITY OF THORNTON
<br />DAHLIA GRAVEL NT TO GODLEY GRAVEL PIT
<br />NTEROOMNECT PPFLIE
<br />_
<br />PIPE, SLUICE GATE,
<br />SHEET
<br />AND GATE VPItlT DETAILS
<br />NO,
<br />IIIIIIIIIIIi�IIIIII�I�IiiIIIIIIIIIIIIIIIIINI
<br />6
<br />0 0 0 1 0 2 1 3
<br />
|