|
DRAWING NUMBER
<br />DRAWING NUMBER
<br />DRAWING NUMBER
<br />DRAWING NUMBER
<br />zc,,
<br />-fP
<br />CLEC 01
<br />z2
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<br />CD
<br />CU
<br />U-
<br />4-
<br />C:\SDSK\PROJ\3111\dwg\02-05-01 Submitta1\3111uprofC3.dwg
<br />53301
<br />5328 F
<br />5326!
<br />5324
<br />5322 --
<br />5320
<br />5318
<br />5316
<br />5314
<br />5312
<br />5310
<br />5308 -
<br />DATUM ELE9.6
<br />5305.00
<br />4+51.56
<br />SLOPE
<br />MATCH
<br />MEDIAN
<br />SLOPE
<br />HIGH POINT ELEV = 5326.97
<br />HIGH POINT STA = 4+10.13
<br />PVI STA = 4+15.58
<br />PVI ELEV = 5327.11
<br />A.Q. = -7.77
<br />K = 2.58
<br />20.00' VC ----
<br />co -
<br />co in
<br />N N
<br />+"
<br />&U
<br />>>
<br />W
<br />100
<br />O N
<br />d' io
<br />m a)
<br />r -A I.B
<br />FXISTiNC:
<br />8 W,}/L
<br />SYMMETRICAL ABOUT CL .
<br />_ PARALLEL TO,
<br />�` ROADWAY CL
<br />4, o 3 1
<br />2
<br />TO,
<br />TRAFFIC
<br />SI I
<br />� I
<br />4'
<br />I.A LB
<br />INLET WITH DITCH PAVING
<br />EARTHWORK ASSOCIATED WITH DIKE
<br />INCLUDED IN THE COST OF THE INLET
<br />NO
<br />PIECES
<br />4
<br />12
<br />2
<br />4+00
<br />1.77X
<br />4.5' MINIMUM
<br />L.UvtK UVt<
<br />WATER -11W"
<br />STEEL GRATE QUANTITIES
<br />DESCRIPTION LENGTH I' LB. WEIGHT
<br />ER fT (LBS.)
<br />S4 x 7 7 BEAM 40" 7 70 103
<br />3 1/2 X '/4 FLAT 26 54- 2 98 13
<br />3" X 1/4" FLAT 265/8" 2.55 12
<br />TOTAL 128 LBS
<br />rC
<br />CROSS
<br />SLOPE TO FIT DIKE
<br />FABRICATION OF CONNECTION
<br />AND STUB TO BE INCLUDED IN
<br />THE COST OF CROSS CULVERT
<br />E
<br />10 I
<br />CULVERT
<br />C
<br />THIS DIMENSION
<br />TO BE SHOWN ON PLANS
<br />OUTLET
<br />END
<br />HEIGHT OF DIKE
<br />1'-0" - SLOPE I/2" PER FT. MAX.
<br />NORMAL M:
<br />DITCH GRADE ''..1•, 4..
<br />PIPE 1 ,
<br />COHNEC O ,G,AIL
<br />LENGTH OF ON
<br />PLA
<br />t1 0 \
<br />SMO`Nr'
<br />THIS ANGLE TO BE SHOWN ON PLANS SECTION B-8
<br />•
<br />SECriON C -C
<br />♦4" CONCRETE
<br />PAVINGSPE AND D
<br />N (REIFORCED)
<br />(REQUIRES 1.1 CU. YD.)
<br />_.]
<br />Tr
<br />NQ)
<br />to
<br />U)
<br />Icn
<br />-..•.-� 1 4" MIN
<br />I
<br />-STE
<br />BOL TSI
<br />12" M IN
<br />INLET ON GRADE
<br />(FLOW FROM ONE DIRECTION)
<br />INLET CONNECTED TO A CROSS CULVERT
<br />IN CASES OF SI, FWED PIPE.
<br />THIS DIMENSION TO BE SHOWN 1..N�
<br />ON I'LAN`, . •r. 'C9SS.
<br />\;
<br />) k -CE SR
<br />r! INL E•
<br />•11.
<br />INLET CONNECTED TO A
<br />SKEWED CROSS CULVERT
<br />CONNECTING PIPE -
<br />MED1A11
<br />DITCH
<br />V 4" CONCRETE SLOPE -----
<br />AND
<br />-AND DITCH PAVING
<br />(REINFORCED)
<br />(PEOUIRES
<br />1 3 CU TD )
<br />RECESS,
<br />FOR GRATING
<br />i I
<br />PLAN
<br />41"
<br />I
<br />I
<br />T402_I_
<br />r
<br />L
<br />/1 402 \F-�T )F.lM
<br />'o 6 1
<br />\ �//L 11 I
<br />L
<br />� � 4>_ _� �4y �a
<br />- _ 3.11.402 1-
<br />6" I 35" { 6"
<br />47" --
<br />ELEVATION
<br />CONCRETE INLET
<br />/-Tr
<br />S4 x 7.7
<br />N p
<br />M
<br />N 1M
<br />II II
<br />Q
<br />coW
<br />55
<br />' 1W
<br />1
<br />0.52%
<br />i
<br />35"
<br />171/2-
<br />6'
<br />H
<br />16"
<br />MAX.
<br />47"
<br />GRATE
<br />N
<br />N
<br />to trj
<br />EO M
<br />U)
<br />3+00
<br />co
<br />fo
<br />+ N)
<br />o')
<br />II II
<br />W>
<br />< 1
<br />W
<br />5-,
<br />Y- a-
<br />tt
<br />Eco
<br />`r c
<br />to
<br />M
<br />U')
<br />2+00
<br />DRIVE CENTERLINE FROM CHERRY ST.
<br />PEVS'OHS
<br />SLOT
<br />ITi2 !._ ti3/4-
<br />-3/8.R
<br />WASHER
<br />5/I6- CLR
<br />5/8"x 8•,
<br />BOLT
<br />+-2„ 3.,
<br />INLET WALL
<br />•
<br />-- 3" x 1/4"
<br />SLOT DETAIL
<br />GRATE INSTALLATION
<br />DETAIL
<br />GENERAL NOTES
<br />SHALL BE CLASS A OR INLET MAY BE CAST -IN-PLACE OR
<br />6" CONCRETE
<br />4 --I PRECAST
<br />REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A MI':'!"•'A OF
<br />2" CLEARANCE
<br />CONCRETE SLOPE AND DITCH PAVING SHALL CONFORM TO SECTION 507
<br />REINFORCEMENT FOR CONCRETE SLOPE PAVING SHALL BE 6 x 6 - w: 4
<br />W1.4 OR 6 x 6- w2.1 x W2 I
<br />STRUCTURAL STEEL FOR GRATES AND GRATE INSTALLATION HARDWARE SHALL BE
<br />GALVANIZED AND SHALL BE IN ACCORDANCE WITH 712 06.
<br />THE STANDARD INLET GRATES SHALL BE USED ON ALL TYPE C INLETS UNLESS
<br />CLOSE MESH GRATES ARE SPECIFIED ON THE PLANS
<br />STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" EXCEEDS 3'-6" AND
<br />SHALL BE IN ACCORDANCE WITH AASHTO M 199
<br />V - CONCRETE SLOPE AND DIT,,H PAVING WILL BE REQUIRED WHEN SHOWN ON
<br />PLANS
<br />3 1/2". 1/4"
<br />Ft AT
<br />SEAL
<br />BOTH SIDES')' " ,_
<br />f 3/16
<br />°A 6V
<br />. 3" x I/" ILAr
<br />SECTION D-0
<br />3 1/2"X LAT 1 /
<br />1/4:4 yI
<br />3" X 1/4: 4
<br />FLAT
<br />1
<br />MEDIAN DITCH 54 X 7.7
<br />GRADE BEAMS
<br />"-OCT 1 PER FT MAX SI OPE 1/2" PER FT MAX.
<br />-'-4 -II
<br />.
<br />.�- 4. -0•• -.yl
<br />4.-0"--••••
<br />SECTION A -A
<br />INLET AT BOTTOM
<br />OF VERTICAL CURVE
<br />J1_'s
<br />- CIF,
<br />OPEN SLOT
<br />-+1135/16-(11/8i--•
<br />(TO FACILITATE I: 4 1/y
<br />GALVANIZING)" I_ -I
<br />Ii 8 _i . �I
<br />CTRS1
<br />265/&(±T/4")
<br />STANDARD INLET GRATE
<br />D
<br />D I 3/1 o'.
<br />401/2•
<br />( =1/4- )
<br />ILLI/4•. - `3.. x 1/4
<br />ALTERNATE SLOT AND
<br />HOLD DOWN
<br />PLATE DETAIL
<br />FLAT
<br />3
<br />SLOTTED
<br />HOLE
<br />J
<br />4" '3/8•
<br />EiI:APIN•: BAR
<br />3 1/2" 1/4
<br />"
<br />FLAT
<br />r.)V..3/16
<br />, I/4" FLAT
<br />SECTION E -E
<br />// 31'12
<br />•CFNTERL!NE OF
<br />GRATE PARALLEL
<br />TO CENTERLINE
<br />OF ROADWAY
<br />N
<br />3/8" TYPICAL HEX. ROUN^
<br />OR TWISTED CROSS BARS
<br />AT 8" CTRS., WELDED TO
<br />4" x 34' BEARING BARS
<br />SPACED AT 23/8" CTRS
<br />m-604.-10
<br />QUANTITIES
<br />FOR ONE INLET
<br />RE. U
<br />(OCT;CRETE STEEL INFSTEPS
<br />•U.CYDS) (LBS) REO'D
<br />2 -6" 0 9 75 0
<br />3'-0" 1.0 80 0
<br />3-F."
<br />4'-0"
<br />4'-6"
<br />5'-0"
<br />5'-6'
<br />6'-0"
<br />6'-6"
<br />9'-0"
<br />9'-6"
<br />10'-0"
<br />1 1'-6"
<br />1.3
<br />14
<br />1.5
<br />17
<br />18
<br />19
<br />20
<br />2.2
<br />2.3
<br />24
<br />2.5
<br />2.7
<br />3.0
<br />3.4
<br />96 O
<br />101 1
<br />116 2
<br />122 2
<br />137 2
<br />142 3
<br />159 3
<br />163 3
<br />179 4
<br />184 4
<br />199 4
<br />205 5
<br />220 5
<br />235 6
<br />251 6
<br />*I NCLUDES VOLUME OCCUPIED
<br />BY PIPES.
<br />BAR LIST FOR H=2'-6"
<br />AND BENDING DIAGRAM
<br />MARK
<br />401
<br />401
<br />NO.
<br />REEF()
<br />2
<br />6
<br />3
<br />HOT.
<br />2 -3"
<br />"U 7"
<br />NO. 401
<br />LENGTH
<br />15'-0"
<br />"U„
<br />INCREASE DIMENSION "U"
<br />6" FOR EACH 6" INCREASE
<br />OF "H" ABOVE 2 -6".
<br />1 I
<br />3'-6' NO 402 + 12"
<br />6" i
<br />ADD ONE BAR FOR EACH FOOT
<br />INCREASE 04 "H" ABOVE 2'--6"
<br />ALL BARS TO BE 1/. DIA CUT OR
<br />BEND AROUND PIPE a AS REOUIRED
<br />_--SLOT DETAIL IN 3112. x 1/4 FLATS SAME
<br />401/1 7- AS IN STANDARD INLET CRATE
<br />4" x 3/8" BAR
<br />3
<br />CLOSE MESH GRATE
<br />HYDRAULICALLY INEFFICIENT, POOR TOLERANCE DATE
<br />FOR DEBRIS AND ICE USE IS CAUTIONED REVISED DATE: NOV. 1, 1992
<br />1/4" FLAT
<br />COLORADO
<br />DEPARTMENT OF TRANSPORTATION
<br />INLET, TYPE C
<br />ISSUED BY
<br />STAFF DESIGN BRANCH
<br />') Y
<br />STANDARD PLAN NO.
<br />M-604-1 0
<br />SHEET 1 OF 1
<br />APPROXIMATE 1" SPACE BETWEEN
<br />ADJACENT BOXES SHALL BE FILLED
<br />WITH DRY, FINE SAND.
<br />EXCAVATION & BACKFILL
<br />WILL BE MEASURED AND
<br />PAID FOR TO THIS LINE
<br />IN ACCORDANCE WITH
<br />SECTION 206.
<br />WALL
<br />THICKNESS,
<br />T
<br />°
<br />/// ` t
<br />a D a /``
<br />\\<\,&\yA\\
<br />BEDDING, ALTERNATIVE 1 OR 2. _,i'-6"
<br />OD
<br />6
<br />EXCAVATION & BACKFILL
<br />(DOUBLE CULVERT INSTALLATION)
<br />VARIES
<br />PREFER 75% T
<br />- OUTSIDE
<br />PLACE AN APPROVED
<br />JOINT SEALANT MATERIAL
<br />D ' ACCORDING TO '
<br />MANUFACTURER'S 6
<br />RECOMMENDATIONS. 6 ° - INSIDE
<br />TYPICAL JOINT
<br />HAUNCH SURFACE
<br />CONTINUOUS INSIDE '
<br />BOX. ALL 4 CORNERS
<br />CORNERS
<br />0
<br />co C.4
<br />N r
<br />N
<br />CNI
<br />to In
<br />1 +00
<br />HIGH POINT ELEV = 5321.22
<br />HIGH POINT STA = 0+54.55
<br />PVI STA = 0+47.52
<br />PVI ELEV = 5321.33
<br />A.D. = -8.43
<br />K = 2.37
<br />I--- 20.00' VC
<br />c
<br />55
<br />0_ 0-
<br />W
<br />W
<br />5330
<br />:5328
<br />15326
<br />5324
<br />5322
<br />5320
<br />IWSTALL
<br />4.6 LF - 1'-6" h x 3-6" CONC.
<br />28%r {NCL.
<br />INCORPORATE F.E.;a. INTO BOX CULVERT
<br />(OR APPROVED EQUAL) .L)
<br />i V IN: 5318.17
<br />IIV. OUT: 5317.58
<br />1112" DIA.
<br />FORMED
<br />HOLES --
<br />TOP OF
<br />BOX
<br />(
<br />\LIFTING HOLES (LOCATED BY MFR.) SHALL BE
<br />FILLED WITH GROUT BEFORE BACKFILLING IS
<br />STARTED.SUFFICE (2
<br />FOR HOLESSMALLER PLACEDBOX SIZES.DIAGONALLY) MAY
<br />LIFTING
<br />�I
<br />rt#4 (CONT.)
<br />#4 U AT 1'-0"
<br />SEE STANDARDS
<br />M-601-1, 2, 3 FOR
<br />HEADWALL AND
<br />TOEWALL QUANTITIES
<br />1'-0"
<br />4"
<br />5318
<br />EXISTING
<br />/ 8" WCL
<br />5316
<br />5314
<br />5312
<br />5310
<br />5308
<br />DA07'UMELEV
<br />5305.00
<br />0+00
<br />NOTE: LINE A -A IS VERTICAL FOR HEADWALL
<br />L - LENGTH OF CONCRETE BOX CULVERT
<br />4"-+4 EXPOSE REINFORCEMENT TO
<br />PREPARE BOX FOR CAST -IN-
<br />PLACE HEADWALL.
<br />E -BARS (CONT.)
<br />FLOW
<br />3'-0" t aV. a\\w�v.. Y.T\��\\\Y/,,\vc
<br />I \EDDING, ALTERNATIVE 1 OR 2.
<br />"-DELETE THIS PORTION WHEN
<br />CONCRETE APRON IS SPECIFIED.
<br />#4 (CONT.)
<br />A ,I AND APRON DETAILS.
<br />#4 r AT 1'-0"
<br />CULVERT END
<br />(WITH HEADWALL)
<br />SEE WINGWALL M -STANDARD FOR WINGWALL
<br />('SEGMENT LENGTHS TO BE AS SPECIFIED BY MW UFACRIRER.
<br />1 ...1 1 !„ 1 1 1 1)
<br />"-BEDDING
<br />TYPICAL CULVERT INSTALLATION
<br />HEADWALL
<br />WINGWALL
<br />,- APRON, IF SPECIFIED
<br />ON PLANS.
<br />REVISIONS M-603-3
<br />r1
<br />STRUCTURE
<br />EXCAVATION
<br />STRUCTURE BACKFILL
<br />(CLASS 1)
<br />EMBANKMENT
<br />MATERIAL
<br />EARTH
<br />BEDDING
<br />CONCRETE
<br />LEGEND
<br />GENERAL NOTES
<br />PRECAST CONCRETE BOX CULVERT SHALL CONFORM TO THE REQUIREMENTS OF THE
<br />FOLLOWING SPECIFICATIONS:
<br />I ITEM OR CONDITION
<br />2 FT. OR MORE COVER
<br />LESS THAN 2 FT. COVER
<br />PREFORMED JOINT MAT'L.
<br />I MIN. COVER I
<br />2 FT.
<br />0 FT.
<br />AASHTO
<br />M 259, TABLE 2
<br />M 273, TABLE 2
<br />M 198. TYPE B
<br />EQUIV.
<br />C 789,
<br />C 850.
<br />ASTM
<br />TABLE 2
<br />TABLE 2
<br />THE SPECIFICATIONS LISTED ABOVE SHOW REINFORCING PLACEMENT, EARTH COVER
<br />AND OTHER DETAILS NEEDED TO MANUFACTURE THE BOX CULVERTS.
<br />BEDDING ALTERNATIVE 1 OR 2 SHALL BE REQUIRED:
<br />CHOICE OF BEDDING SHALL BE AT THE CONTRACTOR'S OPTION. BEDDING AND
<br />EXCAVATION FOR BEDDING WILL NOT BE MEASURED AND PAID FOR SEPARATELY,
<br />BUT SHALL BE INCLUDED IN THE COST OF PRECAST CONCRETE BOX CULVERT,
<br />ALTERNATIVE 1 BEDDING CONSISTS OF 6 INCHES OF
<br />(CLASS 6) COMPACTED TO NOT LESS THAN 957
<br />IN ACCORDANCE WITH AASHTO T 180.
<br />ALTERNATIVE 2 BEDDING CONSISTS • 3 INCHES LEAN CONCRETE BASE, MIN.
<br />CEMENT CONTENT, 250 LBS. PER 'CUBIC YARD.
<br />BASE COURSE
<br />IMUM DENSITY DETERMINED
<br />AGGREGATE GRADATION FOR ALTERNATIVE 2 BEDDING:
<br />PASSING 2 INCH SIEVE ' -
<br />PASSING NO. 4 SIEVE -
<br />PASSING NO. 200 SIEVE -
<br />FLOW LINE
<br />100%
<br />20% TO 70%
<br />5%TO 15%
<br />COLORADO
<br />DEPARTMENT OF TRANSPORTATION
<br />PRECAST CONCRETE
<br />BOX CULVERT
<br />F--- ISSUED BY STANDARD PLAN NO.
<br />STAFF DESIGN BRANCH M - J
<br />603-2
<br />DATE
<br />,REVISED DATE: NOV. 1, 1992 SHEET 1 OF 1
<br />2
<br />1
<br />NO.
<br />02/05/01
<br />12/07/00
<br />DATE
<br />CITY COMMENTS doted - 01/17/01 dsm
<br />CITY COMMENTS dated - 11/14/00 dsm
<br />DESCRIPTION BY
<br />PARK ENGINEERING
<br />CONSULTANTS
<br />420 21ST AVENUE, SUITE 101
<br />LONGMONT CO. 80501 (303)651-6626
<br />BOULDER FRUIT EXPRESS
<br />PLAN PROFILES
<br />and
<br />DETAILS'
<br />10/19/00 `CAD NO SHEET NO 3111uprofC3 C3 OF
<br />NO
<br />DATE
<br />311-1 5
<br />JOB
<br />
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