|
10' TRANSITION C & G
<br />AT P,C.R, IF NECESSARY
<br />I-
<br />PAN SHALL BE
<br />8" THICK IN
<br />SQUARED RADIUS RETURN
<br />4" 4' OR 5'
<br />6, SIDEWALK
<br />1/2' EXPANSI❑N
<br />.. TOOLED JOINT JOINT.
<br />HANDICAP RAMP
<br />6 P� \� 3' @ 25' RADIUS
<br />6, & 20' RADIUS
<br />3' — 1.) COLLECTOR STREET
<br />TO COLLECTOR
<br />STREET,
<br />2.) COLLECTOR STREET
<br />Q TO LOCAL STREET
<br />2
<br />4"
<br />I Jj
<br />'C T1/2' EXPANSION J❑INT
<br />ck� 3 i R 6" VERTICAL CURB
<br />0 LJ P.C.R. (TYPJ
<br />MAX,
<br />—�'-----------___
<br />MONOLITHIC POUR
<br />DETAIL SECTION A—A DEPRESS
<br />BACOF
<br />111:1112 SLOPE RAMP t"1/4" - BACK OF WALK OF CURB
<br />1
<br />SECTION P—P
<br />REVISIONS DRAWN BY: DATE
<br />CITY DE LOUISVILLE M,L, JAN. 94
<br />DATE BY ENGINEERING DEPARTMENT JAPPROVED DATE
<br />- - BY: D, B, JAN, 94
<br />STI'16A HANDICAPPED CURB RAMP SHEET_74_EE_80_
<br />WALK
<br />_ 112
<br />MAX.
<br />i
<br />am
<br />DEPRESS
<br />BACK OF
<br />RAMP
<br />1/4" LIPA
<br />ELEVATION
<br />1--1/2"-VERTICAL CURB
<br />1" CURBWALK
<br />6' _
<br />WALK
<br />REVISIONSDRAWN BY: DATE
<br />LCITY ❑E LOUISVILLE M.L. JAN, 94
<br />DATE BY ENGINEERING DEPARTMENT APPROVED DATE
<br />BY: D.B. JAN. 94
<br />STR20 HANDICAPPED MID -BLOCK RAMP SHEET_75_OF_80 _
<br />■ ADDITIONAL MANHOLE RING AND COVER
<br />REQUIRED WHEN L=15' AND H> 5' INLET BARRIER
<br />CURB FACE
<br />6'-4" r
<br />p f ff >. f ff
<br />8 -- L=5 —0 L=10 —0- L=15'-0"_ 8"
<br />o.c,5 1/2' * WHEN A TYPE R 5' TRANSITION
<br />INLET IS USED WITH
<br />' ' 409 MOUNTABLE CURB AND
<br />A= 'w - :` :..: 409 '' ;:. 409 A GUTTER, 5' TRANSITION
<br />601 : 503 4 ` '' : 503 SHALL BE REQUIRED,
<br />r I I 503, �, 4.,: TRANSITION SHALL BE PAID `�
<br />LE
<br />36" .) I 3 Rods I S Rods I I FOR AS CURB AND GUTTER. CURB FACE
<br />/ ■ Ends of 8[ Beam MOUNTABLE
<br />Face of „ In 10 In 15 3" clr CURB AND GUTTER
<br />Curb ° ° 8 Inlet Inlet Face of
<br />I�-- --- _-�� - Curb TRANSITION CURB
<br />MEET SHAPE OF NORMAL BARRIER
<br />6"_,;„ �: 1 30" - I - 30" 30" --�►�- 30" ! J 30" - U' 3",Each end CURB AND GUTTER HERE.
<br />18" No.4 ,station »
<br />Epoxy Coated One 1 1/4 dia,RQ�I;I '� :=� '1 DIRECTION
<br />Re -Bars (typ,) _ }.' Point in 5' Inlet _
<br />::: OF FLOW - ::<'.''4 y•.
<br />REVISIONS M-604-12
<br />_•— 2'-04 _
<br />1 1/2
<br />1 1/2" R -�
<br />4„ PERPFTI" •a 2„ R
<br />�6"
<br />TRANSITION 5 501
<br />/2" a.c. ,
<br />TRANSITION) GUTTER See Channel, Layout on Sheet 2. 408
<br />GUTTER B � -� TYPICAL PLAN VIEW to •-- 8 4--► 8 [ 8.5 12" o.c.
<br />A - FOR A 1'-0" PAN SLOPE 2" PER FOOT
<br />4'-4"
<br />Slope 2% to Gutter
<br />i-- 409 ,8" O.C.
<br />,601
<br />INLET STEPS
<br />2" clr. REQ'D.
<br />FOR ALL
<br />.. _ 7" f 503 H _> 39-1599
<br />5 1/2" o.c.
<br />6" Max
<br />INLET PAY LENGTH = 3' - No.4 Bar 3 1 1/2 --•- r,�.-3" clr, " 1.
<br />„ ( . clr.
<br />18 TO 1 to Leg 18" Long
<br />STA. PT. L=5' _ L=10' L=15' 1 Flush with >. 'Thd„ $" TYPICAL WALL
<br />Cut or bend bars to clear Manhole. I" (Type 2 Sect II B) ,�
<br />3 ( 4, 2,�� « 8 Wing Floor
<br />A p " —_
<br />Ij . , •.. 8 401
<br />409 601 503 ( 409 - — -503 409 — —503 409 _ X407 -� 11 " o.c. /� 407
<br />�� Manhole _ r r 1 4 14:1 r` ' 1 9 a. c. ,402 401 r'` 9 a. c.
<br />8 403 :. 403 1 '. 403 ' ' • 403 6 1 4 I ( 11 o.c, _ 111" o•C.
<br />601 AA
<br />2" clr,-�» 401 •► ' r s' I �A 2" DIAMETER
<br />-� . 401 2:1
<br />401 .. � 3 clr. ., �•-- 407 : ,.�,�.-- 401 y }_-�._ �---401 , : , , . I 1 1 /2" Pipe Spacer TEMPORARY HOLE FOR « ,.--••-.,� �
<br />L=5'—All H 11"
<br />o.c. I-�- ., t �! .\ I and 1 1/4 Lock Nut DRAINAGE SHALL BE 403
<br />L-10' or :; �3" clr. J : f H; 5'N I / :a... ''4:.: ' ; � i PLACED AT SUBGRADE 9
<br />_ �� _ ELEVATION ORA « O.C. / \ u
<br />15 �8„ 9 O.C. TYP. to 9 O.C. ( I : 1407;I I I••.�'8,> �'M1. 1 ROADMINIMUBA E. THEHOLE
<br />H< 5 r - . , • •d •.. ;4 2" All
<br />�................_..,... _...__... _ ,. :. •d.' ' .` 1 RE around
<br />4;.' 4" SHALL BE PLUGGED
<br />WITH CONCRETE BEFO
<br />' ACCEPTANCE OF THE OL \\
<br />41 407 403 R - /--403 - _ %-403 �j-''".,, a--- 1 1/4 dia. x 24 INLET.
<br />403_ - 401 a'-° 5/ : ,,• y,. Galy. Steel Rod �•.._. �'
<br />2'-6" o.c.
<br />.r.r •••.d+ .. —? !.: .� '• :'' •. 10" Embedment
<br />12 d } .. ;: ,. 2" All %
<br />•.': .. �. '' T`' '• 1 e. 4 around 1/4
<br />3" clr. -1 „40. „406-J 405 406 6 typical I
<br />„ " 405 40 / -3 x 3 x 3 8 Plate
<br />6 o.c. 6 O.C. " /
<br />6 o,c. 6 o c 6 o.c. 6 o.c. 406 405 3" clr.
<br />- 6'-8" — -11'-8"- - 16'-8$0 5" o.c. 5" o.c.
<br />SECTION A—A REGULAR INLET CURB FACE ASSEMBLY, SECTION B -B
<br />PLACE ENTIRE ASSEMBLY BEFORE TYPICAL END VIEW
<br />18" To' L15' POURING CONCRETE
<br />STA. PT. L-10
<br />_ - c d { - c d
<br />7
<br />7
<br />1 I
<br />,--502 .,,0
<br />601- 503 502 ( 502 I 504
<br />1 1 - 1 �09 o� 0 50
<br />�^. f " -
<br />8., - - - - - - -A - - - - � " � � `,• S c, ., .. 502
<br />409 r
<br />32" 413 403
<br />Constant 413 = 403 /j%//i //403-")I 5'-0„ 3 clr. (I 412
<br />403 = Constant Min.0.5%Slope
<br />9 o.c. � 4 � � i ---
<br />r- 407 - - - - - - 8„ 08 3P-4))
<br />/
<br />- 411 412-/ f i 4-3 -3
<br />H>5' �
<br />-. 11 -'412
<br />403 4 -J
<br />Variable � i I '410 I I I I 4,3
<br />c ,,_J d ..-J C J 4J
<br />d
<br />�
<br />405
<br />�� 2" clr,
<br />-�
<br />3-411 —J
<br />If
<br />12" - - - - - - - - - 406 11" o.c'
<br />I
<br />- WIT�I DROP BOX ^� H>5' (DOTTED BARS ARE IN SECTION d -d)
<br />SECTION A A INLET SECTIONS c c & d --d
<br />18"
<br />.rR 1x-
<br />12" 6"
<br />^I _
<br />12 4L
<br />124 2
<br />10 A
<br />2"R _
<br />,4N
<br />4 e •4' d
<br />d .e • 4 .
<br />°•a'
<br />,d
<br />SkXL CURB
<br />18"
<br />12" 6'1
<br />L"
<br />1 �- _ 4 2
<br />L" 2
<br />12 R �.
<br />2"R -
<br />d
<br />e .. d 4A'
<br />(o e -
<br />d 4• • d
<br />d
<br />CATCH CURB
<br />CURB AND GUTTER DETAILS
<br />NO SCALE
<br />NOTE: DIMENSIONS ARE
<br />FROM FLOWLINE TO
<br />FL n\An ini�:_
<br />r,n/-"n/-"(_r-r" "I
<br />TYPICAL BUMP—OUT
<br />NO SCALE
<br />----4-30°
<br />NOTE: MANHOLE RING & COVER, STATION POINT
<br />AND OUTFLOW PIPE SHALL BE LOCATED
<br />AT THE SAME END OF THE INLET.
<br />COLORADO
<br />DEPARTMENT OF TRANSPORTATION
<br />CURB INLET
<br />TYPE R
<br />ISSUED BY STANDARD PLAN NO.
<br />DATE STAFF DESIGN BRANCH M-604-12
<br />REVISED DATE: NOV. 1,1992 SHEET 1 OF 2
<br />CITY OF LOUISVILLE
<br />APPROVAL
<br />-this document was reviewed for conformance
<br />with City of Louisville Design and Construction
<br />Standards. City approval does not relieve owner,
<br />design engineer or contractor of responsibility to
<br />correct errors or omissions relating to this
<br />document.
<br />BY:
<br />DATE:
<br />Document Approval Expires:
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<br />CITY OF
<br />LOUISVILLE
<br />CITY COUNCIL APPROVAL
<br />8 FEBRUARY 2005
<br />PUD REVISIONS
<br />24 NOVEMBER 2004
<br />PRELIMINARY PUD REVISIONS
<br />03 SEPTEMBER 2004
<br />PRELIMINARY PUD
<br />20 JULY 2004
<br />"...
<br />NX
<br />Architects,PC
<br />0
<br />0 All reports, plans, specifications, computer files, field data, notes
<br />0
<br />0 and other documents and instruments prepared by the
<br />O Architect as instruments of service shall remain the property of
<br />0 the Architect. The Architect shall retain all common law,
<br />ostatutory and other reserved rights, including copyright thereto.
<br />O
<br />O
<br />O
<br />O Drexel, Barrell & Co.
<br />0 Engineers • Surveyors
<br />0 4840 PEARL EAST CIRCLE, SUITE 114
<br />0 BOULDER, COLORADO 80301
<br />o (303) 442-4338
<br />0 —Y1--
<br />0 CONTACT:
<br />0 BARBARA N. WEISS, P.E.
<br />O
<br />E-5549 6D 045
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<br />BY BY
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<br />10' TRANSITION C & G
<br />AT P,C.R, IF NECESSARY
<br />I-
<br />PAN SHALL BE
<br />8" THICK IN
<br />SQUARED RADIUS RETURN
<br />4" 4' OR 5'
<br />6, SIDEWALK
<br />1/2' EXPANSI❑N
<br />.. TOOLED JOINT JOINT.
<br />HANDICAP RAMP
<br />6 P� \� 3' @ 25' RADIUS
<br />6, & 20' RADIUS
<br />3' — 1.) COLLECTOR STREET
<br />TO COLLECTOR
<br />STREET,
<br />2.) COLLECTOR STREET
<br />Q TO LOCAL STREET
<br />2
<br />4"
<br />I Jj
<br />'C T1/2' EXPANSION J❑INT
<br />ck� 3 i R 6" VERTICAL CURB
<br />0 LJ P.C.R. (TYPJ
<br />MAX,
<br />—�'-----------___
<br />MONOLITHIC POUR
<br />DETAIL SECTION A—A DEPRESS
<br />BACOF
<br />111:1112 SLOPE RAMP t"1/4" - BACK OF WALK OF CURB
<br />1
<br />SECTION P—P
<br />REVISIONS DRAWN BY: DATE
<br />CITY DE LOUISVILLE M,L, JAN. 94
<br />DATE BY ENGINEERING DEPARTMENT JAPPROVED DATE
<br />- - BY: D, B, JAN, 94
<br />STI'16A HANDICAPPED CURB RAMP SHEET_74_EE_80_
<br />WALK
<br />_ 112
<br />MAX.
<br />i
<br />am
<br />DEPRESS
<br />BACK OF
<br />RAMP
<br />1/4" LIPA
<br />ELEVATION
<br />1--1/2"-VERTICAL CURB
<br />1" CURBWALK
<br />6' _
<br />WALK
<br />REVISIONSDRAWN BY: DATE
<br />LCITY ❑E LOUISVILLE M.L. JAN, 94
<br />DATE BY ENGINEERING DEPARTMENT APPROVED DATE
<br />BY: D.B. JAN. 94
<br />STR20 HANDICAPPED MID -BLOCK RAMP SHEET_75_OF_80 _
<br />■ ADDITIONAL MANHOLE RING AND COVER
<br />REQUIRED WHEN L=15' AND H> 5' INLET BARRIER
<br />CURB FACE
<br />6'-4" r
<br />p f ff >. f ff
<br />8 -- L=5 —0 L=10 —0- L=15'-0"_ 8"
<br />o.c,5 1/2' * WHEN A TYPE R 5' TRANSITION
<br />INLET IS USED WITH
<br />' ' 409 MOUNTABLE CURB AND
<br />A= 'w - :` :..: 409 '' ;:. 409 A GUTTER, 5' TRANSITION
<br />601 : 503 4 ` '' : 503 SHALL BE REQUIRED,
<br />r I I 503, �, 4.,: TRANSITION SHALL BE PAID `�
<br />LE
<br />36" .) I 3 Rods I S Rods I I FOR AS CURB AND GUTTER. CURB FACE
<br />/ ■ Ends of 8[ Beam MOUNTABLE
<br />Face of „ In 10 In 15 3" clr CURB AND GUTTER
<br />Curb ° ° 8 Inlet Inlet Face of
<br />I�-- --- _-�� - Curb TRANSITION CURB
<br />MEET SHAPE OF NORMAL BARRIER
<br />6"_,;„ �: 1 30" - I - 30" 30" --�►�- 30" ! J 30" - U' 3",Each end CURB AND GUTTER HERE.
<br />18" No.4 ,station »
<br />Epoxy Coated One 1 1/4 dia,RQ�I;I '� :=� '1 DIRECTION
<br />Re -Bars (typ,) _ }.' Point in 5' Inlet _
<br />::: OF FLOW - ::<'.''4 y•.
<br />REVISIONS M-604-12
<br />_•— 2'-04 _
<br />1 1/2
<br />1 1/2" R -�
<br />4„ PERPFTI" •a 2„ R
<br />�6"
<br />TRANSITION 5 501
<br />/2" a.c. ,
<br />TRANSITION) GUTTER See Channel, Layout on Sheet 2. 408
<br />GUTTER B � -� TYPICAL PLAN VIEW to •-- 8 4--► 8 [ 8.5 12" o.c.
<br />A - FOR A 1'-0" PAN SLOPE 2" PER FOOT
<br />4'-4"
<br />Slope 2% to Gutter
<br />i-- 409 ,8" O.C.
<br />,601
<br />INLET STEPS
<br />2" clr. REQ'D.
<br />FOR ALL
<br />.. _ 7" f 503 H _> 39-1599
<br />5 1/2" o.c.
<br />6" Max
<br />INLET PAY LENGTH = 3' - No.4 Bar 3 1 1/2 --•- r,�.-3" clr, " 1.
<br />„ ( . clr.
<br />18 TO 1 to Leg 18" Long
<br />STA. PT. L=5' _ L=10' L=15' 1 Flush with >. 'Thd„ $" TYPICAL WALL
<br />Cut or bend bars to clear Manhole. I" (Type 2 Sect II B) ,�
<br />3 ( 4, 2,�� « 8 Wing Floor
<br />A p " —_
<br />Ij . , •.. 8 401
<br />409 601 503 ( 409 - — -503 409 — —503 409 _ X407 -� 11 " o.c. /� 407
<br />�� Manhole _ r r 1 4 14:1 r` ' 1 9 a. c. ,402 401 r'` 9 a. c.
<br />8 403 :. 403 1 '. 403 ' ' • 403 6 1 4 I ( 11 o.c, _ 111" o•C.
<br />601 AA
<br />2" clr,-�» 401 •► ' r s' I �A 2" DIAMETER
<br />-� . 401 2:1
<br />401 .. � 3 clr. ., �•-- 407 : ,.�,�.-- 401 y }_-�._ �---401 , : , , . I 1 1 /2" Pipe Spacer TEMPORARY HOLE FOR « ,.--••-.,� �
<br />L=5'—All H 11"
<br />o.c. I-�- ., t �! .\ I and 1 1/4 Lock Nut DRAINAGE SHALL BE 403
<br />L-10' or :; �3" clr. J : f H; 5'N I / :a... ''4:.: ' ; � i PLACED AT SUBGRADE 9
<br />_ �� _ ELEVATION ORA « O.C. / \ u
<br />15 �8„ 9 O.C. TYP. to 9 O.C. ( I : 1407;I I I••.�'8,> �'M1. 1 ROADMINIMUBA E. THEHOLE
<br />H< 5 r - . , • •d •.. ;4 2" All
<br />�................_..,... _...__... _ ,. :. •d.' ' .` 1 RE around
<br />4;.' 4" SHALL BE PLUGGED
<br />WITH CONCRETE BEFO
<br />' ACCEPTANCE OF THE OL \\
<br />41 407 403 R - /--403 - _ %-403 �j-''".,, a--- 1 1/4 dia. x 24 INLET.
<br />403_ - 401 a'-° 5/ : ,,• y,. Galy. Steel Rod �•.._. �'
<br />2'-6" o.c.
<br />.r.r •••.d+ .. —? !.: .� '• :'' •. 10" Embedment
<br />12 d } .. ;: ,. 2" All %
<br />•.': .. �. '' T`' '• 1 e. 4 around 1/4
<br />3" clr. -1 „40. „406-J 405 406 6 typical I
<br />„ " 405 40 / -3 x 3 x 3 8 Plate
<br />6 o.c. 6 O.C. " /
<br />6 o,c. 6 o c 6 o.c. 6 o.c. 406 405 3" clr.
<br />- 6'-8" — -11'-8"- - 16'-8$0 5" o.c. 5" o.c.
<br />SECTION A—A REGULAR INLET CURB FACE ASSEMBLY, SECTION B -B
<br />PLACE ENTIRE ASSEMBLY BEFORE TYPICAL END VIEW
<br />18" To' L15' POURING CONCRETE
<br />STA. PT. L-10
<br />_ - c d { - c d
<br />7
<br />7
<br />1 I
<br />,--502 .,,0
<br />601- 503 502 ( 502 I 504
<br />1 1 - 1 �09 o� 0 50
<br />�^. f " -
<br />8., - - - - - - -A - - - - � " � � `,• S c, ., .. 502
<br />409 r
<br />32" 413 403
<br />Constant 413 = 403 /j%//i //403-")I 5'-0„ 3 clr. (I 412
<br />403 = Constant Min.0.5%Slope
<br />9 o.c. � 4 � � i ---
<br />r- 407 - - - - - - 8„ 08 3P-4))
<br />/
<br />- 411 412-/ f i 4-3 -3
<br />H>5' �
<br />-. 11 -'412
<br />403 4 -J
<br />Variable � i I '410 I I I I 4,3
<br />c ,,_J d ..-J C J 4J
<br />d
<br />�
<br />405
<br />�� 2" clr,
<br />-�
<br />3-411 —J
<br />If
<br />12" - - - - - - - - - 406 11" o.c'
<br />I
<br />- WIT�I DROP BOX ^� H>5' (DOTTED BARS ARE IN SECTION d -d)
<br />SECTION A A INLET SECTIONS c c & d --d
<br />18"
<br />.rR 1x-
<br />12" 6"
<br />^I _
<br />12 4L
<br />124 2
<br />10 A
<br />2"R _
<br />,4N
<br />4 e •4' d
<br />d .e • 4 .
<br />°•a'
<br />,d
<br />SkXL CURB
<br />18"
<br />12" 6'1
<br />L"
<br />1 �- _ 4 2
<br />L" 2
<br />12 R �.
<br />2"R -
<br />d
<br />e .. d 4A'
<br />(o e -
<br />d 4• • d
<br />d
<br />CATCH CURB
<br />CURB AND GUTTER DETAILS
<br />NO SCALE
<br />NOTE: DIMENSIONS ARE
<br />FROM FLOWLINE TO
<br />FL n\An ini�:_
<br />r,n/-"n/-"(_r-r" "I
<br />TYPICAL BUMP—OUT
<br />NO SCALE
<br />----4-30°
<br />NOTE: MANHOLE RING & COVER, STATION POINT
<br />AND OUTFLOW PIPE SHALL BE LOCATED
<br />AT THE SAME END OF THE INLET.
<br />COLORADO
<br />DEPARTMENT OF TRANSPORTATION
<br />CURB INLET
<br />TYPE R
<br />ISSUED BY STANDARD PLAN NO.
<br />DATE STAFF DESIGN BRANCH M-604-12
<br />REVISED DATE: NOV. 1,1992 SHEET 1 OF 2
<br />CITY OF LOUISVILLE
<br />APPROVAL
<br />-this document was reviewed for conformance
<br />with City of Louisville Design and Construction
<br />Standards. City approval does not relieve owner,
<br />design engineer or contractor of responsibility to
<br />correct errors or omissions relating to this
<br />document.
<br />BY:
<br />DATE:
<br />Document Approval Expires:
<br />0
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<br />CITY OF
<br />LOUISVILLE
<br />CITY COUNCIL APPROVAL
<br />8 FEBRUARY 2005
<br />PUD REVISIONS
<br />24 NOVEMBER 2004
<br />PRELIMINARY PUD REVISIONS
<br />03 SEPTEMBER 2004
<br />PRELIMINARY PUD
<br />20 JULY 2004
<br />"...
<br />NX
<br />Architects,PC
<br />0
<br />0 All reports, plans, specifications, computer files, field data, notes
<br />0
<br />0 and other documents and instruments prepared by the
<br />O Architect as instruments of service shall remain the property of
<br />0 the Architect. The Architect shall retain all common law,
<br />ostatutory and other reserved rights, including copyright thereto.
<br />O
<br />O
<br />O
<br />O Drexel, Barrell & Co.
<br />0 Engineers • Surveyors
<br />0 4840 PEARL EAST CIRCLE, SUITE 114
<br />0 BOULDER, COLORADO 80301
<br />o (303) 442-4338
<br />0 —Y1--
<br />0 CONTACT:
<br />0 BARBARA N. WEISS, P.E.
<br />O
<br />E-5549 6D 045
<br />0
<br />0
<br />O
<br />DETAILS
<br />O
<br />0
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<br />O
<br />0
<br />0
<br />0
<br />O
<br />o PROJECT PROJECT DRAWN CHECKED
<br />O No. CIVIL ENGINEER
<br />BY BY
<br />0
<br />0 2AO12 BNN MAA XX
<br />0
<br />NOT FOR CONSTRUCTION
<br />O
<br />0 SHEET No.
<br />O
<br />0
<br />0
<br />0 C 3
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<br />10' TRANSITION C & G
<br />AT P,C.R, IF NECESSARY
<br />I-
<br />PAN SHALL BE
<br />8" THICK IN
<br />SQUARED RADIUS RETURN
<br />4" 4' OR 5'
<br />6, SIDEWALK
<br />1/2' EXPANSI❑N
<br />.. TOOLED JOINT JOINT.
<br />HANDICAP RAMP
<br />6 P� \� 3' @ 25' RADIUS
<br />6, & 20' RADIUS
<br />3' — 1.) COLLECTOR STREET
<br />TO COLLECTOR
<br />STREET,
<br />2.) COLLECTOR STREET
<br />Q TO LOCAL STREET
<br />2
<br />4"
<br />I Jj
<br />'C T1/2' EXPANSION J❑INT
<br />ck� 3 i R 6" VERTICAL CURB
<br />0 LJ P.C.R. (TYPJ
<br />MAX,
<br />—�'-----------___
<br />MONOLITHIC POUR
<br />DETAIL SECTION A—A DEPRESS
<br />BACOF
<br />111:1112 SLOPE RAMP t"1/4" - BACK OF WALK OF CURB
<br />1
<br />SECTION P—P
<br />REVISIONS DRAWN BY: DATE
<br />CITY DE LOUISVILLE M,L, JAN. 94
<br />DATE BY ENGINEERING DEPARTMENT JAPPROVED DATE
<br />- - BY: D, B, JAN, 94
<br />STI'16A HANDICAPPED CURB RAMP SHEET_74_EE_80_
<br />WALK
<br />_ 112
<br />MAX.
<br />i
<br />am
<br />DEPRESS
<br />BACK OF
<br />RAMP
<br />1/4" LIPA
<br />ELEVATION
<br />1--1/2"-VERTICAL CURB
<br />1" CURBWALK
<br />6' _
<br />WALK
<br />REVISIONSDRAWN BY: DATE
<br />LCITY ❑E LOUISVILLE M.L. JAN, 94
<br />DATE BY ENGINEERING DEPARTMENT APPROVED DATE
<br />BY: D.B. JAN. 94
<br />STR20 HANDICAPPED MID -BLOCK RAMP SHEET_75_OF_80 _
<br />■ ADDITIONAL MANHOLE RING AND COVER
<br />REQUIRED WHEN L=15' AND H> 5' INLET BARRIER
<br />CURB FACE
<br />6'-4" r
<br />p f ff >. f ff
<br />8 -- L=5 —0 L=10 —0- L=15'-0"_ 8"
<br />o.c,5 1/2' * WHEN A TYPE R 5' TRANSITION
<br />INLET IS USED WITH
<br />' ' 409 MOUNTABLE CURB AND
<br />A= 'w - :` :..: 409 '' ;:. 409 A GUTTER, 5' TRANSITION
<br />601 : 503 4 ` '' : 503 SHALL BE REQUIRED,
<br />r I I 503, �, 4.,: TRANSITION SHALL BE PAID `�
<br />LE
<br />36" .) I 3 Rods I S Rods I I FOR AS CURB AND GUTTER. CURB FACE
<br />/ ■ Ends of 8[ Beam MOUNTABLE
<br />Face of „ In 10 In 15 3" clr CURB AND GUTTER
<br />Curb ° ° 8 Inlet Inlet Face of
<br />I�-- --- _-�� - Curb TRANSITION CURB
<br />MEET SHAPE OF NORMAL BARRIER
<br />6"_,;„ �: 1 30" - I - 30" 30" --�►�- 30" ! J 30" - U' 3",Each end CURB AND GUTTER HERE.
<br />18" No.4 ,station »
<br />Epoxy Coated One 1 1/4 dia,RQ�I;I '� :=� '1 DIRECTION
<br />Re -Bars (typ,) _ }.' Point in 5' Inlet _
<br />::: OF FLOW - ::<'.''4 y•.
<br />REVISIONS M-604-12
<br />_•— 2'-04 _
<br />1 1/2
<br />1 1/2" R -�
<br />4„ PERPFTI" •a 2„ R
<br />�6"
<br />TRANSITION 5 501
<br />/2" a.c. ,
<br />TRANSITION) GUTTER See Channel, Layout on Sheet 2. 408
<br />GUTTER B � -� TYPICAL PLAN VIEW to •-- 8 4--► 8 [ 8.5 12" o.c.
<br />A - FOR A 1'-0" PAN SLOPE 2" PER FOOT
<br />4'-4"
<br />Slope 2% to Gutter
<br />i-- 409 ,8" O.C.
<br />,601
<br />INLET STEPS
<br />2" clr. REQ'D.
<br />FOR ALL
<br />.. _ 7" f 503 H _> 39-1599
<br />5 1/2" o.c.
<br />6" Max
<br />INLET PAY LENGTH = 3' - No.4 Bar 3 1 1/2 --•- r,�.-3" clr, " 1.
<br />„ ( . clr.
<br />18 TO 1 to Leg 18" Long
<br />STA. PT. L=5' _ L=10' L=15' 1 Flush with >. 'Thd„ $" TYPICAL WALL
<br />Cut or bend bars to clear Manhole. I" (Type 2 Sect II B) ,�
<br />3 ( 4, 2,�� « 8 Wing Floor
<br />A p " —_
<br />Ij . , •.. 8 401
<br />409 601 503 ( 409 - — -503 409 — —503 409 _ X407 -� 11 " o.c. /� 407
<br />�� Manhole _ r r 1 4 14:1 r` ' 1 9 a. c. ,402 401 r'` 9 a. c.
<br />8 403 :. 403 1 '. 403 ' ' • 403 6 1 4 I ( 11 o.c, _ 111" o•C.
<br />601 AA
<br />2" clr,-�» 401 •► ' r s' I �A 2" DIAMETER
<br />-� . 401 2:1
<br />401 .. � 3 clr. ., �•-- 407 : ,.�,�.-- 401 y }_-�._ �---401 , : , , . I 1 1 /2" Pipe Spacer TEMPORARY HOLE FOR « ,.--••-.,� �
<br />L=5'—All H 11"
<br />o.c. I-�- ., t �! .\ I and 1 1/4 Lock Nut DRAINAGE SHALL BE 403
<br />L-10' or :; �3" clr. J : f H; 5'N I / :a... ''4:.: ' ; � i PLACED AT SUBGRADE 9
<br />_ �� _ ELEVATION ORA « O.C. / \ u
<br />15 �8„ 9 O.C. TYP. to 9 O.C. ( I : 1407;I I I••.�'8,> �'M1. 1 ROADMINIMUBA E. THEHOLE
<br />H< 5 r - . , • •d •.. ;4 2" All
<br />�................_..,... _...__... _ ,. :. •d.' ' .` 1 RE around
<br />4;.' 4" SHALL BE PLUGGED
<br />WITH CONCRETE BEFO
<br />' ACCEPTANCE OF THE OL \\
<br />41 407 403 R - /--403 - _ %-403 �j-''".,, a--- 1 1/4 dia. x 24 INLET.
<br />403_ - 401 a'-° 5/ : ,,• y,. Galy. Steel Rod �•.._. �'
<br />2'-6" o.c.
<br />.r.r •••.d+ .. —? !.: .� '• :'' •. 10" Embedment
<br />12 d } .. ;: ,. 2" All %
<br />•.': .. �. '' T`' '• 1 e. 4 around 1/4
<br />3" clr. -1 „40. „406-J 405 406 6 typical I
<br />„ " 405 40 / -3 x 3 x 3 8 Plate
<br />6 o.c. 6 O.C. " /
<br />6 o,c. 6 o c 6 o.c. 6 o.c. 406 405 3" clr.
<br />- 6'-8" — -11'-8"- - 16'-8$0 5" o.c. 5" o.c.
<br />SECTION A—A REGULAR INLET CURB FACE ASSEMBLY, SECTION B -B
<br />PLACE ENTIRE ASSEMBLY BEFORE TYPICAL END VIEW
<br />18" To' L15' POURING CONCRETE
<br />STA. PT. L-10
<br />_ - c d { - c d
<br />7
<br />7
<br />1 I
<br />,--502 .,,0
<br />601- 503 502 ( 502 I 504
<br />1 1 - 1 �09 o� 0 50
<br />�^. f " -
<br />8., - - - - - - -A - - - - � " � � `,• S c, ., .. 502
<br />409 r
<br />32" 413 403
<br />Constant 413 = 403 /j%//i //403-")I 5'-0„ 3 clr. (I 412
<br />403 = Constant Min.0.5%Slope
<br />9 o.c. � 4 � � i ---
<br />r- 407 - - - - - - 8„ 08 3P-4))
<br />/
<br />- 411 412-/ f i 4-3 -3
<br />H>5' �
<br />-. 11 -'412
<br />403 4 -J
<br />Variable � i I '410 I I I I 4,3
<br />c ,,_J d ..-J C J 4J
<br />d
<br />�
<br />405
<br />�� 2" clr,
<br />-�
<br />3-411 —J
<br />If
<br />12" - - - - - - - - - 406 11" o.c'
<br />I
<br />- WIT�I DROP BOX ^� H>5' (DOTTED BARS ARE IN SECTION d -d)
<br />SECTION A A INLET SECTIONS c c & d --d
<br />18"
<br />.rR 1x-
<br />12" 6"
<br />^I _
<br />12 4L
<br />124 2
<br />10 A
<br />2"R _
<br />,4N
<br />4 e •4' d
<br />d .e • 4 .
<br />°•a'
<br />,d
<br />SkXL CURB
<br />18"
<br />12" 6'1
<br />L"
<br />1 �- _ 4 2
<br />L" 2
<br />12 R �.
<br />2"R -
<br />d
<br />e .. d 4A'
<br />(o e -
<br />d 4• • d
<br />d
<br />CATCH CURB
<br />CURB AND GUTTER DETAILS
<br />NO SCALE
<br />NOTE: DIMENSIONS ARE
<br />FROM FLOWLINE TO
<br />FL n\An ini�:_
<br />r,n/-"n/-"(_r-r" "I
<br />TYPICAL BUMP—OUT
<br />NO SCALE
<br />----4-30°
<br />NOTE: MANHOLE RING & COVER, STATION POINT
<br />AND OUTFLOW PIPE SHALL BE LOCATED
<br />AT THE SAME END OF THE INLET.
<br />COLORADO
<br />DEPARTMENT OF TRANSPORTATION
<br />CURB INLET
<br />TYPE R
<br />ISSUED BY STANDARD PLAN NO.
<br />DATE STAFF DESIGN BRANCH M-604-12
<br />REVISED DATE: NOV. 1,1992 SHEET 1 OF 2
<br />CITY OF LOUISVILLE
<br />APPROVAL
<br />-this document was reviewed for conformance
<br />with City of Louisville Design and Construction
<br />Standards. City approval does not relieve owner,
<br />design engineer or contractor of responsibility to
<br />correct errors or omissions relating to this
<br />document.
<br />BY:
<br />DATE:
<br />Document Approval Expires:
<br />0
<br />0
<br />0
<br />0
<br />0
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<br />0
<br />0
<br />0
<br />CITY OF
<br />LOUISVILLE
<br />CITY COUNCIL APPROVAL
<br />8 FEBRUARY 2005
<br />PUD REVISIONS
<br />24 NOVEMBER 2004
<br />PRELIMINARY PUD REVISIONS
<br />03 SEPTEMBER 2004
<br />PRELIMINARY PUD
<br />20 JULY 2004
<br />"...
<br />NX
<br />Architects,PC
<br />0
<br />0 All reports, plans, specifications, computer files, field data, notes
<br />0
<br />0 and other documents and instruments prepared by the
<br />O Architect as instruments of service shall remain the property of
<br />0 the Architect. The Architect shall retain all common law,
<br />ostatutory and other reserved rights, including copyright thereto.
<br />O
<br />O
<br />O
<br />O Drexel, Barrell & Co.
<br />0 Engineers • Surveyors
<br />0 4840 PEARL EAST CIRCLE, SUITE 114
<br />0 BOULDER, COLORADO 80301
<br />o (303) 442-4338
<br />0 —Y1--
<br />0 CONTACT:
<br />0 BARBARA N. WEISS, P.E.
<br />O
<br />E-5549 6D 045
<br />0
<br />0
<br />O
<br />DETAILS
<br />O
<br />0
<br />0
<br />0
<br />O
<br />O
<br />0
<br />0
<br />0
<br />0
<br />0
<br />O
<br />0
<br />0
<br />0
<br />O
<br />o PROJECT PROJECT DRAWN CHECKED
<br />O No. CIVIL ENGINEER
<br />BY BY
<br />0
<br />0 2AO12 BNN MAA XX
<br />0
<br />NOT FOR CONSTRUCTION
<br />O
<br />0 SHEET No.
<br />O
<br />0
<br />0
<br />0 C 3
<br />0
<br />0
<br />0
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<br />NI
<br />10' TRANSITION C & G
<br />AT P,C.R, IF NECESSARY
<br />I-
<br />PAN SHALL BE
<br />8" THICK IN
<br />SQUARED RADIUS RETURN
<br />4" 4' OR 5'
<br />6, SIDEWALK
<br />1/2' EXPANSI❑N
<br />.. TOOLED JOINT JOINT.
<br />HANDICAP RAMP
<br />6 P� \� 3' @ 25' RADIUS
<br />6, & 20' RADIUS
<br />3' — 1.) COLLECTOR STREET
<br />TO COLLECTOR
<br />STREET,
<br />2.) COLLECTOR STREET
<br />Q TO LOCAL STREET
<br />2
<br />4"
<br />I Jj
<br />'C T1/2' EXPANSION J❑INT
<br />ck� 3 i R 6" VERTICAL CURB
<br />0 LJ P.C.R. (TYPJ
<br />MAX,
<br />—�'-----------___
<br />MONOLITHIC POUR
<br />DETAIL SECTION A—A DEPRESS
<br />BACOF
<br />111:1112 SLOPE RAMP t"1/4" - BACK OF WALK OF CURB
<br />1
<br />SECTION P—P
<br />REVISIONS DRAWN BY: DATE
<br />CITY DE LOUISVILLE M,L, JAN. 94
<br />DATE BY ENGINEERING DEPARTMENT JAPPROVED DATE
<br />- - BY: D, B, JAN, 94
<br />STI'16A HANDICAPPED CURB RAMP SHEET_74_EE_80_
<br />WALK
<br />_ 112
<br />MAX.
<br />i
<br />am
<br />DEPRESS
<br />BACK OF
<br />RAMP
<br />1/4" LIPA
<br />ELEVATION
<br />1--1/2"-VERTICAL CURB
<br />1" CURBWALK
<br />6' _
<br />WALK
<br />REVISIONSDRAWN BY: DATE
<br />LCITY ❑E LOUISVILLE M.L. JAN, 94
<br />DATE BY ENGINEERING DEPARTMENT APPROVED DATE
<br />BY: D.B. JAN. 94
<br />STR20 HANDICAPPED MID -BLOCK RAMP SHEET_75_OF_80 _
<br />■ ADDITIONAL MANHOLE RING AND COVER
<br />REQUIRED WHEN L=15' AND H> 5' INLET BARRIER
<br />CURB FACE
<br />6'-4" r
<br />p f ff >. f ff
<br />8 -- L=5 —0 L=10 —0- L=15'-0"_ 8"
<br />o.c,5 1/2' * WHEN A TYPE R 5' TRANSITION
<br />INLET IS USED WITH
<br />' ' 409 MOUNTABLE CURB AND
<br />A= 'w - :` :..: 409 '' ;:. 409 A GUTTER, 5' TRANSITION
<br />601 : 503 4 ` '' : 503 SHALL BE REQUIRED,
<br />r I I 503, �, 4.,: TRANSITION SHALL BE PAID `�
<br />LE
<br />36" .) I 3 Rods I S Rods I I FOR AS CURB AND GUTTER. CURB FACE
<br />/ ■ Ends of 8[ Beam MOUNTABLE
<br />Face of „ In 10 In 15 3" clr CURB AND GUTTER
<br />Curb ° ° 8 Inlet Inlet Face of
<br />I�-- --- _-�� - Curb TRANSITION CURB
<br />MEET SHAPE OF NORMAL BARRIER
<br />6"_,;„ �: 1 30" - I - 30" 30" --�►�- 30" ! J 30" - U' 3",Each end CURB AND GUTTER HERE.
<br />18" No.4 ,station »
<br />Epoxy Coated One 1 1/4 dia,RQ�I;I '� :=� '1 DIRECTION
<br />Re -Bars (typ,) _ }.' Point in 5' Inlet _
<br />::: OF FLOW - ::<'.''4 y•.
<br />REVISIONS M-604-12
<br />_•— 2'-04 _
<br />1 1/2
<br />1 1/2" R -�
<br />4„ PERPFTI" •a 2„ R
<br />�6"
<br />TRANSITION 5 501
<br />/2" a.c. ,
<br />TRANSITION) GUTTER See Channel, Layout on Sheet 2. 408
<br />GUTTER B � -� TYPICAL PLAN VIEW to •-- 8 4--► 8 [ 8.5 12" o.c.
<br />A - FOR A 1'-0" PAN SLOPE 2" PER FOOT
<br />4'-4"
<br />Slope 2% to Gutter
<br />i-- 409 ,8" O.C.
<br />,601
<br />INLET STEPS
<br />2" clr. REQ'D.
<br />FOR ALL
<br />.. _ 7" f 503 H _> 39-1599
<br />5 1/2" o.c.
<br />6" Max
<br />INLET PAY LENGTH = 3' - No.4 Bar 3 1 1/2 --•- r,�.-3" clr, " 1.
<br />„ ( . clr.
<br />18 TO 1 to Leg 18" Long
<br />STA. PT. L=5' _ L=10' L=15' 1 Flush with >. 'Thd„ $" TYPICAL WALL
<br />Cut or bend bars to clear Manhole. I" (Type 2 Sect II B) ,�
<br />3 ( 4, 2,�� « 8 Wing Floor
<br />A p " —_
<br />Ij . , •.. 8 401
<br />409 601 503 ( 409 - — -503 409 — —503 409 _ X407 -� 11 " o.c. /� 407
<br />�� Manhole _ r r 1 4 14:1 r` ' 1 9 a. c. ,402 401 r'` 9 a. c.
<br />8 403 :. 403 1 '. 403 ' ' • 403 6 1 4 I ( 11 o.c, _ 111" o•C.
<br />601 AA
<br />2" clr,-�» 401 •► ' r s' I �A 2" DIAMETER
<br />-� . 401 2:1
<br />401 .. � 3 clr. ., �•-- 407 : ,.�,�.-- 401 y }_-�._ �---401 , : , , . I 1 1 /2" Pipe Spacer TEMPORARY HOLE FOR « ,.--••-.,� �
<br />L=5'—All H 11"
<br />o.c. I-�- ., t �! .\ I and 1 1/4 Lock Nut DRAINAGE SHALL BE 403
<br />L-10' or :; �3" clr. J : f H; 5'N I / :a... ''4:.: ' ; � i PLACED AT SUBGRADE 9
<br />_ �� _ ELEVATION ORA « O.C. / \ u
<br />15 �8„ 9 O.C. TYP. to 9 O.C. ( I : 1407;I I I••.�'8,> �'M1. 1 ROADMINIMUBA E. THEHOLE
<br />H< 5 r - . , • •d •.. ;4 2" All
<br />�................_..,... _...__... _ ,. :. •d.' ' .` 1 RE around
<br />4;.' 4" SHALL BE PLUGGED
<br />WITH CONCRETE BEFO
<br />' ACCEPTANCE OF THE OL \\
<br />41 407 403 R - /--403 - _ %-403 �j-''".,, a--- 1 1/4 dia. x 24 INLET.
<br />403_ - 401 a'-° 5/ : ,,• y,. Galy. Steel Rod �•.._. �'
<br />2'-6" o.c.
<br />.r.r •••.d+ .. —? !.: .� '• :'' •. 10" Embedment
<br />12 d } .. ;: ,. 2" All %
<br />•.': .. �. '' T`' '• 1 e. 4 around 1/4
<br />3" clr. -1 „40. „406-J 405 406 6 typical I
<br />„ " 405 40 / -3 x 3 x 3 8 Plate
<br />6 o.c. 6 O.C. " /
<br />6 o,c. 6 o c 6 o.c. 6 o.c. 406 405 3" clr.
<br />- 6'-8" — -11'-8"- - 16'-8$0 5" o.c. 5" o.c.
<br />SECTION A—A REGULAR INLET CURB FACE ASSEMBLY, SECTION B -B
<br />PLACE ENTIRE ASSEMBLY BEFORE TYPICAL END VIEW
<br />18" To' L15' POURING CONCRETE
<br />STA. PT. L-10
<br />_ - c d { - c d
<br />7
<br />7
<br />1 I
<br />,--502 .,,0
<br />601- 503 502 ( 502 I 504
<br />1 1 - 1 �09 o� 0 50
<br />�^. f " -
<br />8., - - - - - - -A - - - - � " � � `,• S c, ., .. 502
<br />409 r
<br />32" 413 403
<br />Constant 413 = 403 /j%//i //403-")I 5'-0„ 3 clr. (I 412
<br />403 = Constant Min.0.5%Slope
<br />9 o.c. � 4 � � i ---
<br />r- 407 - - - - - - 8„ 08 3P-4))
<br />/
<br />- 411 412-/ f i 4-3 -3
<br />H>5' �
<br />-. 11 -'412
<br />403 4 -J
<br />Variable � i I '410 I I I I 4,3
<br />c ,,_J d ..-J C J 4J
<br />d
<br />�
<br />405
<br />�� 2" clr,
<br />-�
<br />3-411 —J
<br />If
<br />12" - - - - - - - - - 406 11" o.c'
<br />I
<br />- WIT�I DROP BOX ^� H>5' (DOTTED BARS ARE IN SECTION d -d)
<br />SECTION A A INLET SECTIONS c c & d --d
<br />18"
<br />.rR 1x-
<br />12" 6"
<br />^I _
<br />12 4L
<br />124 2
<br />10 A
<br />2"R _
<br />,4N
<br />4 e •4' d
<br />d .e • 4 .
<br />°•a'
<br />,d
<br />SkXL CURB
<br />18"
<br />12" 6'1
<br />L"
<br />1 �- _ 4 2
<br />L" 2
<br />12 R �.
<br />2"R -
<br />d
<br />e .. d 4A'
<br />(o e -
<br />d 4• • d
<br />d
<br />CATCH CURB
<br />CURB AND GUTTER DETAILS
<br />NO SCALE
<br />NOTE: DIMENSIONS ARE
<br />FROM FLOWLINE TO
<br />FL n\An ini�:_
<br />r,n/-"n/-"(_r-r" "I
<br />TYPICAL BUMP—OUT
<br />NO SCALE
<br />----4-30°
<br />NOTE: MANHOLE RING & COVER, STATION POINT
<br />AND OUTFLOW PIPE SHALL BE LOCATED
<br />AT THE SAME END OF THE INLET.
<br />COLORADO
<br />DEPARTMENT OF TRANSPORTATION
<br />CURB INLET
<br />TYPE R
<br />ISSUED BY STANDARD PLAN NO.
<br />DATE STAFF DESIGN BRANCH M-604-12
<br />REVISED DATE: NOV. 1,1992 SHEET 1 OF 2
<br />CITY OF LOUISVILLE
<br />APPROVAL
<br />-this document was reviewed for conformance
<br />with City of Louisville Design and Construction
<br />Standards. City approval does not relieve owner,
<br />design engineer or contractor of responsibility to
<br />correct errors or omissions relating to this
<br />document.
<br />BY:
<br />DATE:
<br />Document Approval Expires:
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<br />0
<br />0
<br />0
<br />CITY OF
<br />LOUISVILLE
<br />CITY COUNCIL APPROVAL
<br />8 FEBRUARY 2005
<br />PUD REVISIONS
<br />24 NOVEMBER 2004
<br />PRELIMINARY PUD REVISIONS
<br />03 SEPTEMBER 2004
<br />PRELIMINARY PUD
<br />20 JULY 2004
<br />"...
<br />NX
<br />Architects,PC
<br />0
<br />0 All reports, plans, specifications, computer files, field data, notes
<br />0
<br />0 and other documents and instruments prepared by the
<br />O Architect as instruments of service shall remain the property of
<br />0 the Architect. The Architect shall retain all common law,
<br />ostatutory and other reserved rights, including copyright thereto.
<br />O
<br />O
<br />O
<br />O Drexel, Barrell & Co.
<br />0 Engineers • Surveyors
<br />0 4840 PEARL EAST CIRCLE, SUITE 114
<br />0 BOULDER, COLORADO 80301
<br />o (303) 442-4338
<br />0 —Y1--
<br />0 CONTACT:
<br />0 BARBARA N. WEISS, P.E.
<br />O
<br />E-5549 6D 045
<br />0
<br />0
<br />O
<br />DETAILS
<br />O
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<br />O
<br />o PROJECT PROJECT DRAWN CHECKED
<br />O No. CIVIL ENGINEER
<br />BY BY
<br />0
<br />0 2AO12 BNN MAA XX
<br />0
<br />NOT FOR CONSTRUCTION
<br />O
<br />0 SHEET No.
<br />O
<br />0
<br />0
<br />0 C 3
<br />0
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<br />10' TRANSITION C & G
<br />AT P,C.R, IF NECESSARY
<br />I-
<br />PAN SHALL BE
<br />8" THICK IN
<br />SQUARED RADIUS RETURN
<br />4" 4' OR 5'
<br />6, SIDEWALK
<br />1/2' EXPANSI❑N
<br />.. TOOLED JOINT JOINT.
<br />HANDICAP RAMP
<br />6 P� \� 3' @ 25' RADIUS
<br />6, & 20' RADIUS
<br />3' — 1.) COLLECTOR STREET
<br />TO COLLECTOR
<br />STREET,
<br />2.) COLLECTOR STREET
<br />Q TO LOCAL STREET
<br />2
<br />4"
<br />I Jj
<br />'C T1/2' EXPANSION J❑INT
<br />ck� 3 i R 6" VERTICAL CURB
<br />0 LJ P.C.R. (TYPJ
<br />MAX,
<br />—�'-----------___
<br />MONOLITHIC POUR
<br />DETAIL SECTION A—A DEPRESS
<br />BACOF
<br />111:1112 SLOPE RAMP t"1/4" - BACK OF WALK OF CURB
<br />1
<br />SECTION P—P
<br />REVISIONS DRAWN BY: DATE
<br />CITY DE LOUISVILLE M,L, JAN. 94
<br />DATE BY ENGINEERING DEPARTMENT JAPPROVED DATE
<br />- - BY: D, B, JAN, 94
<br />STI'16A HANDICAPPED CURB RAMP SHEET_74_EE_80_
<br />WALK
<br />_ 112
<br />MAX.
<br />i
<br />am
<br />DEPRESS
<br />BACK OF
<br />RAMP
<br />1/4" LIPA
<br />ELEVATION
<br />1--1/2"-VERTICAL CURB
<br />1" CURBWALK
<br />6' _
<br />WALK
<br />REVISIONSDRAWN BY: DATE
<br />LCITY ❑E LOUISVILLE M.L. JAN, 94
<br />DATE BY ENGINEERING DEPARTMENT APPROVED DATE
<br />BY: D.B. JAN. 94
<br />STR20 HANDICAPPED MID -BLOCK RAMP SHEET_75_OF_80 _
<br />■ ADDITIONAL MANHOLE RING AND COVER
<br />REQUIRED WHEN L=15' AND H> 5' INLET BARRIER
<br />CURB FACE
<br />6'-4" r
<br />p f ff >. f ff
<br />8 -- L=5 —0 L=10 —0- L=15'-0"_ 8"
<br />o.c,5 1/2' * WHEN A TYPE R 5' TRANSITION
<br />INLET IS USED WITH
<br />' ' 409 MOUNTABLE CURB AND
<br />A= 'w - :` :..: 409 '' ;:. 409 A GUTTER, 5' TRANSITION
<br />601 : 503 4 ` '' : 503 SHALL BE REQUIRED,
<br />r I I 503, �, 4.,: TRANSITION SHALL BE PAID `�
<br />LE
<br />36" .) I 3 Rods I S Rods I I FOR AS CURB AND GUTTER. CURB FACE
<br />/ ■ Ends of 8[ Beam MOUNTABLE
<br />Face of „ In 10 In 15 3" clr CURB AND GUTTER
<br />Curb ° ° 8 Inlet Inlet Face of
<br />I�-- --- _-�� - Curb TRANSITION CURB
<br />MEET SHAPE OF NORMAL BARRIER
<br />6"_,;„ �: 1 30" - I - 30" 30" --�►�- 30" ! J 30" - U' 3",Each end CURB AND GUTTER HERE.
<br />18" No.4 ,station »
<br />Epoxy Coated One 1 1/4 dia,RQ�I;I '� :=� '1 DIRECTION
<br />Re -Bars (typ,) _ }.' Point in 5' Inlet _
<br />::: OF FLOW - ::<'.''4 y•.
<br />REVISIONS M-604-12
<br />_•— 2'-04 _
<br />1 1/2
<br />1 1/2" R -�
<br />4„ PERPFTI" •a 2„ R
<br />�6"
<br />TRANSITION 5 501
<br />/2" a.c. ,
<br />TRANSITION) GUTTER See Channel, Layout on Sheet 2. 408
<br />GUTTER B � -� TYPICAL PLAN VIEW to •-- 8 4--► 8 [ 8.5 12" o.c.
<br />A - FOR A 1'-0" PAN SLOPE 2" PER FOOT
<br />4'-4"
<br />Slope 2% to Gutter
<br />i-- 409 ,8" O.C.
<br />,601
<br />INLET STEPS
<br />2" clr. REQ'D.
<br />FOR ALL
<br />.. _ 7" f 503 H _> 39-1599
<br />5 1/2" o.c.
<br />6" Max
<br />INLET PAY LENGTH = 3' - No.4 Bar 3 1 1/2 --•- r,�.-3" clr, " 1.
<br />„ ( . clr.
<br />18 TO 1 to Leg 18" Long
<br />STA. PT. L=5' _ L=10' L=15' 1 Flush with >. 'Thd„ $" TYPICAL WALL
<br />Cut or bend bars to clear Manhole. I" (Type 2 Sect II B) ,�
<br />3 ( 4, 2,�� « 8 Wing Floor
<br />A p " —_
<br />Ij . , •.. 8 401
<br />409 601 503 ( 409 - — -503 409 — —503 409 _ X407 -� 11 " o.c. /� 407
<br />�� Manhole _ r r 1 4 14:1 r` ' 1 9 a. c. ,402 401 r'` 9 a. c.
<br />8 403 :. 403 1 '. 403 ' ' • 403 6 1 4 I ( 11 o.c, _ 111" o•C.
<br />601 AA
<br />2" clr,-�» 401 •► ' r s' I �A 2" DIAMETER
<br />-� . 401 2:1
<br />401 .. � 3 clr. ., �•-- 407 : ,.�,�.-- 401 y }_-�._ �---401 , : , , . I 1 1 /2" Pipe Spacer TEMPORARY HOLE FOR « ,.--••-.,� �
<br />L=5'—All H 11"
<br />o.c. I-�- ., t �! .\ I and 1 1/4 Lock Nut DRAINAGE SHALL BE 403
<br />L-10' or :; �3" clr. J : f H; 5'N I / :a... ''4:.: ' ; � i PLACED AT SUBGRADE 9
<br />_ �� _ ELEVATION ORA « O.C. / \ u
<br />15 �8„ 9 O.C. TYP. to 9 O.C. ( I : 1407;I I I••.�'8,> �'M1. 1 ROADMINIMUBA E. THEHOLE
<br />H< 5 r - . , • •d •.. ;4 2" All
<br />�................_..,... _...__... _ ,. :. •d.' ' .` 1 RE around
<br />4;.' 4" SHALL BE PLUGGED
<br />WITH CONCRETE BEFO
<br />' ACCEPTANCE OF THE OL \\
<br />41 407 403 R - /--403 - _ %-403 �j-''".,, a--- 1 1/4 dia. x 24 INLET.
<br />403_ - 401 a'-° 5/ : ,,• y,. Galy. Steel Rod �•.._. �'
<br />2'-6" o.c.
<br />.r.r •••.d+ .. —? !.: .� '• :'' •. 10" Embedment
<br />12 d } .. ;: ,. 2" All %
<br />•.': .. �. '' T`' '• 1 e. 4 around 1/4
<br />3" clr. -1 „40. „406-J 405 406 6 typical I
<br />„ " 405 40 / -3 x 3 x 3 8 Plate
<br />6 o.c. 6 O.C. " /
<br />6 o,c. 6 o c 6 o.c. 6 o.c. 406 405 3" clr.
<br />- 6'-8" — -11'-8"- - 16'-8$0 5" o.c. 5" o.c.
<br />SECTION A—A REGULAR INLET CURB FACE ASSEMBLY, SECTION B -B
<br />PLACE ENTIRE ASSEMBLY BEFORE TYPICAL END VIEW
<br />18" To' L15' POURING CONCRETE
<br />STA. PT. L-10
<br />_ - c d { - c d
<br />7
<br />7
<br />1 I
<br />,--502 .,,0
<br />601- 503 502 ( 502 I 504
<br />1 1 - 1 �09 o� 0 50
<br />�^. f " -
<br />8., - - - - - - -A - - - - � " � � `,• S c, ., .. 502
<br />409 r
<br />32" 413 403
<br />Constant 413 = 403 /j%//i //403-")I 5'-0„ 3 clr. (I 412
<br />403 = Constant Min.0.5%Slope
<br />9 o.c. � 4 � � i ---
<br />r- 407 - - - - - - 8„ 08 3P-4))
<br />/
<br />- 411 412-/ f i 4-3 -3
<br />H>5' �
<br />-. 11 -'412
<br />403 4 -J
<br />Variable � i I '410 I I I I 4,3
<br />c ,,_J d ..-J C J 4J
<br />d
<br />�
<br />405
<br />�� 2" clr,
<br />-�
<br />3-411 —J
<br />If
<br />12" - - - - - - - - - 406 11" o.c'
<br />I
<br />- WIT�I DROP BOX ^� H>5' (DOTTED BARS ARE IN SECTION d -d)
<br />SECTION A A INLET SECTIONS c c & d --d
<br />18"
<br />.rR 1x-
<br />12" 6"
<br />^I _
<br />12 4L
<br />124 2
<br />10 A
<br />2"R _
<br />,4N
<br />4 e •4' d
<br />d .e • 4 .
<br />°•a'
<br />,d
<br />SkXL CURB
<br />18"
<br />12" 6'1
<br />L"
<br />1 �- _ 4 2
<br />L" 2
<br />12 R �.
<br />2"R -
<br />d
<br />e .. d 4A'
<br />(o e -
<br />d 4• • d
<br />d
<br />CATCH CURB
<br />CURB AND GUTTER DETAILS
<br />NO SCALE
<br />NOTE: DIMENSIONS ARE
<br />FROM FLOWLINE TO
<br />FL n\An ini�:_
<br />r,n/-"n/-"(_r-r" "I
<br />TYPICAL BUMP—OUT
<br />NO SCALE
<br />----4-30°
<br />NOTE: MANHOLE RING & COVER, STATION POINT
<br />AND OUTFLOW PIPE SHALL BE LOCATED
<br />AT THE SAME END OF THE INLET.
<br />COLORADO
<br />DEPARTMENT OF TRANSPORTATION
<br />CURB INLET
<br />TYPE R
<br />ISSUED BY STANDARD PLAN NO.
<br />DATE STAFF DESIGN BRANCH M-604-12
<br />REVISED DATE: NOV. 1,1992 SHEET 1 OF 2
<br />CITY OF LOUISVILLE
<br />APPROVAL
<br />-this document was reviewed for conformance
<br />with City of Louisville Design and Construction
<br />Standards. City approval does not relieve owner,
<br />design engineer or contractor of responsibility to
<br />correct errors or omissions relating to this
<br />document.
<br />BY:
<br />DATE:
<br />Document Approval Expires:
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
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<br />O
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<br />0
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<br />0
<br />0
<br />0
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<br />0
<br />0
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<br />0
<br />0
<br />0
<br />0
<br />0
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<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />O
<br />0
<br />0
<br />0
<br />CITY OF
<br />LOUISVILLE
<br />CITY COUNCIL APPROVAL
<br />8 FEBRUARY 2005
<br />PUD REVISIONS
<br />24 NOVEMBER 2004
<br />PRELIMINARY PUD REVISIONS
<br />03 SEPTEMBER 2004
<br />PRELIMINARY PUD
<br />20 JULY 2004
<br />"...
<br />NX
<br />Architects,PC
<br />0
<br />0 All reports, plans, specifications, computer files, field data, notes
<br />0
<br />0 and other documents and instruments prepared by the
<br />O Architect as instruments of service shall remain the property of
<br />0 the Architect. The Architect shall retain all common law,
<br />ostatutory and other reserved rights, including copyright thereto.
<br />O
<br />O
<br />O
<br />O Drexel, Barrell & Co.
<br />0 Engineers • Surveyors
<br />0 4840 PEARL EAST CIRCLE, SUITE 114
<br />0 BOULDER, COLORADO 80301
<br />o (303) 442-4338
<br />0 —Y1--
<br />0 CONTACT:
<br />0 BARBARA N. WEISS, P.E.
<br />O
<br />E-5549 6D 045
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<br />DETAILS
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<br />o PROJECT PROJECT DRAWN CHECKED
<br />O No. CIVIL ENGINEER
<br />BY BY
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<br />0 2AO12 BNN MAA XX
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<br />NOT FOR CONSTRUCTION
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<br />0 C 3
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