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<br />TOE POCKETS AT 16" O.C. IF TOP 48" MIN.
<br />APPROVED FLEXIBLE
<br />OF BENCH >_ 18" ABOVE INVERT. i 9" MIN, LEAN CONCRETE.
<br />ss`— ,/..•. ►
<br />SEALING ' V)� —
<br />YP,)
<br />COMPOUND (T 9, 3" -�• 3" MIN. R Q I—
<br />•
<br />IN. .. H oo m 'I REINFORCING PER ASTM C 47e +
<br />CLASS A ORB+'0 ~
<br />CONCRETE BASE
<br />1/2"' SLOPEz •• ; 1/2" SLOPE } --
<br />I.D. ! — #4 U ® 12 Q '.0
<br />SEE TYP, TIE BAR i1 I
<br />#4 ® 12" i.�•' :. ALL BASES 6" I'
<br />• I.D.
<br />4:1 '::: MIN '�' #4 ® 12", EACH WAY T14 —
<br />a , i • /
<br />.'. , •: • = Z , +• 3" CLEAR
<br />\\N 6" MIN. } . '.. ... •'.
<br />SUITABLE SUBGRADE�.� MANHOLE RISER0. D. + 6 INCHES ' GRANULAR BEDDING L
<br />SUITABLE SUBGRADE� MATERIAL L'' —
<br />I
<br />REVISIONS
<br />SECTION B—B = SECTION D—D MH RING & COVER —I I
<br />(RIM ELEVATION)
<br />`rj •- #4 ♦FINAL GRADE --� iv�v�•� I OON iq\vsRv^N
<br />C BASE MAY BE ---N-E IN UNPAVED AREA USE CEMENT GROUT
<br />POURED SQUARE i'-01 GRADE RINGS OR ' 24"1
<br />AT CONTRACTORS BRICK COURSES
<br />OPTION. TYPICAL ':.;. •':• .7!:::
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<br />,—MANHOLE I.D.- – ...
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<br />INVERT ELEV, INVERT ELEV.
<br />... ...• •
<br />SHOWN IN PROFILE SHOWN IN PROFILE
<br />SECTION C—C
<br />CAST—IN—PLACE
<br />SLAB BASE
<br />LEGEND
<br />SUITABLE SUBGRADE
<br />?•;.. _. GRANULAR BEDDING MATERIAL
<br />• CONCRETE
<br />12WX
<br />INVERT ELEV.
<br />SHOWN IN PROFILE
<br />Poo -
<br />1 �1.. r.:... .
<br />r,�
<br />' _ INVERT ELEV.
<br />• :~•' ' • :• ; • SHOWN IN PROFILE
<br />SECTION E—E
<br />PRECAST MH
<br />SECTIONS
<br />FLAT TOP SECTION DETAIL
<br />♦ WHEN FINAL GRADE IS PAVEMENT SURFACE,
<br />RECESS MH RING AND COVER: 1/4" MIN., 1/2" MAX.
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<br />M-604-20 IK
<br />0
<br />_ 1"
<br />SLOT
<br />81
<br />I- 34" -1
<br />TOTAL WEIGHT: APPROXIMATELY 400 LBS.
<br />SHALL BE GRAY OR DUCTILE CAST
<br />IRON CONFORMING TO 712,06.
<br />SECTION A—A
<br />MANHOLE RING AND COVER
<br />SEE SHEET 3 FOR CONCRETE
<br />MANHOLE RING AND COVER--�.,COLLAR DETAILS
<br />♦ FINAL GRADE ---,�
<br />4r;ICK
<br />ADE RINGS OR
<br />COURSES
<br />PRECAST FLAT TOP -- •: F24" . ' ` ''••. 00
<br />ovti-
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<br />4' 0 MH RISER SECTIONS ' >. _ 18” �� ': • H
<br />PRECAST FLAT TOP -,.,00
<br />N
<br />_
<br />5' TO 8' DIA. ; •;
<br />I MAX. z
<br />PRECAST MANHOLE
<br />• STEPS –�..-��.' ' •
<br />I
<br />COLORADO
<br />SLAB BASE DEPARTMENT OF TRANSPORTATION
<br />PRECAST MANHOLE BASES: FLOW CHANNE _ Cf=
<br />THE BASE SLAB SHALL BE POURED MONOLITHICALLY WITH BOTTOM RISER SECTION, j MANHOLES
<br />PRECAST MANHOLE BASES SHALL FIT THE CONDITIONS AND LOCATIONS FOR WHICH
<br />j
<br />THEY ARE INTENDED WITHOUT ANY FIELD MODIFICATIONS. ANY MANHOLE BASE
<br />WHICH REQUIRES FIELD CUTTING OR MODIFICATION IN ORDER TO FIT THE LOCATIONS
<br />INTENDED WILL BE REJECTED BY THE ENGINEER AND REMOVED AND REPLACED BY MANHOLE SLAB BASE
<br />THE CONTRACTOR AT NO COST TO THE DIVISION. ISSUED @Y STANDARD PLAN NO
<br />PRECAST MANHOLE BASES SHALL BE BEDDED ON AN APPROVED GRANULAR BEDDING
<br />MATERIAL AS SHOWN ABOVE,
<br />DATE STAFF DESIGN BRANCH M-604 -- 20
<br />REVISED DATE: NOV.1 91992 SHEET 2 OF 3
<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 />L OUISVILLE
<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 />:N
<br />gy
<br />Architects,PC
<br />0
<br />0 All reports, plans, specifications, computer files, field data, notes
<br />0 and other documents and instruments prepared by the
<br />O Architect as instruments of service shall remain the property of
<br />O the Architect, The Architect shall retain all common law,
<br />0 statutory and other reserved rights,
<br />0 ry including copyright thereto.
<br />O
<br />0
<br />0
<br />0
<br />Drexel, Barrell & Co.
<br />0 Engineers • Surveyors
<br />0 4840 PEARL EAST CIRCLE, SUITE 114
<br />o BOULDER, COLORADO 80301
<br />0 (303) 442-4338
<br />CONTACT: ------
<br />0 BARBARA N. WEISS, P.E.
<br />O
<br />0
<br />E-5549 6D 045
<br />0
<br />0
<br />0
<br />DETAILS
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />O
<br />O
<br />O
<br />O
<br />O
<br />0 PROJECT PROJECT DRAWN CHECKED
<br />0 No. CIVIL BY BY
<br />0 ENGINEER
<br />0 24012 Ell NN MAA XX
<br />0
<br />NOT FOR CONSTRUCTION
<br />O
<br />0 SHEET No.
<br />0
<br />O
<br />0
<br />O C 5
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<br />INVERT ELEV.
<br />SHOWN IN PROFILE
<br />Poo -
<br />1 �1.. r.:... .
<br />r,�
<br />' _ INVERT ELEV.
<br />• :~•' ' • :• ; • SHOWN IN PROFILE
<br />SECTION E—E
<br />PRECAST MH
<br />SECTIONS
<br />FLAT TOP SECTION DETAIL
<br />♦ WHEN FINAL GRADE IS PAVEMENT SURFACE,
<br />RECESS MH RING AND COVER: 1/4" MIN., 1/2" MAX.
<br />rvIL
<br />000000000----�
<br />ao0000000 �
<br />X00000000
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<br />M-604-20 IK
<br />0
<br />_ 1"
<br />SLOT
<br />81
<br />I- 34" -1
<br />TOTAL WEIGHT: APPROXIMATELY 400 LBS.
<br />SHALL BE GRAY OR DUCTILE CAST
<br />IRON CONFORMING TO 712,06.
<br />SECTION A—A
<br />MANHOLE RING AND COVER
<br />SEE SHEET 3 FOR CONCRETE
<br />MANHOLE RING AND COVER--�.,COLLAR DETAILS
<br />♦ FINAL GRADE ---,�
<br />4r;ICK
<br />ADE RINGS OR
<br />COURSES
<br />PRECAST FLAT TOP -- •: F24" . ' ` ''••. 00
<br />ovti-
<br />6„�
<br />4' 0 MH RISER SECTIONS ' >. _ 18” �� ': • H
<br />PRECAST FLAT TOP -,.,00
<br />N
<br />_
<br />5' TO 8' DIA. ; •;
<br />I MAX. z
<br />PRECAST MANHOLE
<br />• STEPS –�..-��.' ' •
<br />I
<br />COLORADO
<br />SLAB BASE DEPARTMENT OF TRANSPORTATION
<br />PRECAST MANHOLE BASES: FLOW CHANNE _ Cf=
<br />THE BASE SLAB SHALL BE POURED MONOLITHICALLY WITH BOTTOM RISER SECTION, j MANHOLES
<br />PRECAST MANHOLE BASES SHALL FIT THE CONDITIONS AND LOCATIONS FOR WHICH
<br />j
<br />THEY ARE INTENDED WITHOUT ANY FIELD MODIFICATIONS. ANY MANHOLE BASE
<br />WHICH REQUIRES FIELD CUTTING OR MODIFICATION IN ORDER TO FIT THE LOCATIONS
<br />INTENDED WILL BE REJECTED BY THE ENGINEER AND REMOVED AND REPLACED BY MANHOLE SLAB BASE
<br />THE CONTRACTOR AT NO COST TO THE DIVISION. ISSUED @Y STANDARD PLAN NO
<br />PRECAST MANHOLE BASES SHALL BE BEDDED ON AN APPROVED GRANULAR BEDDING
<br />MATERIAL AS SHOWN ABOVE,
<br />DATE STAFF DESIGN BRANCH M-604 -- 20
<br />REVISED DATE: NOV.1 91992 SHEET 2 OF 3
<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 />O
<br />O
<br />O
<br />O
<br />0
<br />O
<br />0
<br />O
<br />0
<br />0
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<br />0
<br />0
<br />0
<br />0
<br />O
<br />O
<br />0
<br />0
<br />O
<br />O
<br />0
<br />CITY OF
<br />L OUISVILLE
<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 />:N
<br />gy
<br />Architects,PC
<br />0
<br />0 All reports, plans, specifications, computer files, field data, notes
<br />0 and other documents and instruments prepared by the
<br />O Architect as instruments of service shall remain the property of
<br />O the Architect, The Architect shall retain all common law,
<br />0 statutory and other reserved rights,
<br />0 ry including copyright thereto.
<br />O
<br />0
<br />0
<br />0
<br />Drexel, Barrell & Co.
<br />0 Engineers • Surveyors
<br />0 4840 PEARL EAST CIRCLE, SUITE 114
<br />o BOULDER, COLORADO 80301
<br />0 (303) 442-4338
<br />CONTACT: ------
<br />0 BARBARA N. WEISS, P.E.
<br />O
<br />0
<br />E-5549 6D 045
<br />0
<br />0
<br />0
<br />DETAILS
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />O
<br />O
<br />O
<br />O
<br />O
<br />0 PROJECT PROJECT DRAWN CHECKED
<br />0 No. CIVIL BY BY
<br />0 ENGINEER
<br />0 24012 Ell NN MAA XX
<br />0
<br />NOT FOR CONSTRUCTION
<br />O
<br />0 SHEET No.
<br />0
<br />O
<br />0
<br />O C 5
<br />0
<br />0
<br />O
<br />O
<br />O
<br />0
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