HomeMy WebLinkAboutWEST MULBERRY STREET - Filed ST-STORM SEWER - 2004-04-29FEDERAL ROAD DIVISION PROD. NO.
STANDARD M - 6 0 4 - D REGION IHM TOTAL
NO W. 'HUM
9 COLORADO
CAST IRON (JULY I, 1965) REVISIONS
MANHOLE STEP R-I 7-23-68 Dept. Name. M.R.H.
3
/O —
/B l`T /OBE
JR I y
4
3 /
Y {y2 3
5/bj � 4
Jp
14 98
This tiofo "Noll conform to the
Specifications for "Nodular Iron Castings"
ASTM Designation A 339 Grade 60-45-10
MILD STEEL
MANHOLE OR INLET STFP
Step shall be 314 Dio. st,
bars conforming to Section
the Standard Specifications ana saau
be galvanized in accordance with ASTM
Designation A 103.
CAST IRON y�
MANHOLE STEP � a�I
/� 2 3
/4
\ 8R
74
This material shall conform to the
Specifications for "Nodular Iron Castings"
ASTM Designation A 339 Grade 60- 45-10.
GENERAL NOTES
All work shall be done according to the Standard Specifications
applicable to the project.
Steps shall be included in the cost of "Manholes" or `Inlets",
All dimensions shown in inches.
R-I
DEPARTMENT OF HIGHWAYS
STATE OF COLORADO
DIVISION OFHIGHWAYS
STEPS FOR MANHOLES
AND INLETS
Designed by:M.R.H
Made bv: RPB.
M-t)V9-U
B�
--36" 8' = 5-0" +-hoc 52/„ L-10'-0"— I L - 15'-0" 8" 36
409 409 409
A
1'; :?
601 503 503 503
36 I r
3Rods i 5Rods f
Face of oce' i In /O' In 15'
Curb In/et I In/et Ends of8CBeam,
---- --_— --- - ----- --- 3"c/r ce -Curb f
18 �30" 30" 301 301
Transition TO Slotion
Gutter Pont One 1%*'dio. Rod
in 5' In/et
Caro Ga"er I TYPICAL ,PLAN VIEW
Poy Length
R-t B
L-5'
Cut or bend bars to clear Manhole.
409 601 503
Monho/e
8" 403 'a..
L - 10'
-----5033,]
Meet shape of norms/
DIRECTION 3" Each end Curb and Gutter hero.
OF�FLpW Transition
Gwer
*See Channel Layout on Sheet 2.
R-2 Curb a Gutter
Poy Lengfh 8Na 4" BCB.S*
1 //2" 4" /B"Lo �r*
R
L -15 Flush with
-�1 3" (.tub Face, Thrl.. o
409 -- 503-- 403 �
17.
401 0 401
L = 5 =-A/1 H 3"cb 11 ac I + H I5' 4011 401 _ _ 401
R�D407'
R L=10'Or15�.-H� 5' L ;
9"oc. TYP. Sac o
407
o � '
407
g 401 'r
403 403 403
--_ J
3"c/i 405 406 405 406 405 406
6"oc x 6"0.c. 6"oc x 6'o.c. I 6"ac. x
R i SECTION A -A REGULAR INLET
Lf10 L-1 '
601 r —503�---502-1 — C_ —502 — 4-
f R-2
SECTION A -A INLET WITH DROP BOX— H>51
IDARD M-604-R ( SHEET 1 OF 2 )
EEDENFI
REGION DIVISIOSTANDARD M-604~R o*-
vlU co oRno(SHEET 1 of2) No PROJ NO.
sRNEOEr
(JUNE 9, 1972) REVISIONS
1 R-D9-27-72 hrin/el Um/I Curb
�� 4-23-74 'H lrom!/rnr//no pas/NonotCAa
-7
�2 O" 4' 4"
6
yL� w
7*
501 408
51�ac J2"oc
j cir.
a"TYP/CAL wALL TT W%7gF/00I
%2"PIP* Spacer e 40? 401
and Ise'101 id 9"o.J!'v.c 1-'--JJbc.-+
403
d/a x 24" 9 o.c
Go/v. Stee/ Rod
6'a.a
L �3"x 31x %g"P/ate
VCURB FACE ASSEMBLY Place Entire
Assembly Before Pouring Concrete.
R-2 r-409
3-411�J
11 "o. c.
( Dotted Bars are In Section d-d )
SECTIONS C-C � d - d
—502
3'- 4"
R-2
413
ope2% i Gutter
8"o.C.
In/et Steps
503 bui/I in Ladder i
5!- o C. _ - - for a// H 2'- E
3"
All around
J- -
'--406 `-405
6'o.c 6 oc.
SECTION BB
TYPICAL END VIEW
DEPARTMENT OF HIGHW
STATE OF COLORAD
DIVISION OF HIGHWAYS
GURB INLET
T Y P E IR
Designed by D 8. R. Aoproved by
Made by ✓. R. 8.. Ass't. Staff Design Engine
Checked by O.L. S. Dote: June9, 1972
R TABLE ONE - BAR LIST FOR CURB INLETS, TYPE R
MARK
!)IA
In.
o' c'
Spacing
TYPE
ALL INLETS
INLETS. H < 5'
INLETS, H > 5'
L = i 5'
10
15'
10
15
No.Req'd.
I Length
No.Req'd.
Length
No,Req'd.
Length
No.Req'd
Length
I No.Red'd
Length
401
/l"
II
15
#
21
#
26
1 #
/1
I #
1/
X
402
//"
11
7
X
/3
X
18
X
7
X
7
X
403
9"
II
X
4' O"
#
4' O"
#
4'-0'
#
4' O"
X
4'-0"
405
6"
VI
11
6'- /0'
21
6'-10"
3/
6'-10"
11
61 10"
1 J
6'-10
406
6"
Vlll
7
8'-10"1
7
13'-10"
7
18'40"
7
8'--/0,11
7
8'-10"
407
%2"
9"
II
X
5110"
#
/0'-/0
#
15'/0"
If
5-'10"
X
5'-/0"
408
12"
II
3
6'-O"
3
1/'-O"
3
/6'-O"
3
//'-0"
3
/6'-0"
409
8"
II
6
51 /O"
6
/O'--/O"
6
151 /O"
6
/O'-/O"
6
15 10'
410
//"
YII
3
X
3
#
411
//"
II
3
5 2"
3
/O' 2"
412
//"
II
3
2'-9"
3
2' 9"
413
9
II
7
/01/0"
7
15'--/0"
501
5%2"
IV
//
3'- 4"
22
3 4"
33
3'-4"
22
3 4"
33
3'- 4"
502
5/8"
5%Z'
III
//
//'-5
22
1/'-5"
503
f
5%p'
II
5
3'- 6"
16
3=6
27
3� 6"
6
3'--6"
6
3'-6"
601
3/4"
2%p"
V
2
8'-10"
2
8-10,
2
8-10
2
8-10"
2
8�le
8C8.5
-
1
5' /O
/
lO=/O"
1
15' /O"
l
/O /O"
/
15'-/0"
r
2Bors,1
4190n,3
8B0r3,5Abds I
-
4Ban,3Atxb
88on,5AWd,
-
'r Variable, refer to Table TWO.
0 Include 18'No. 4 Bars (See Channel Layout Defoill. REGULAR
INLETS
See Curb Face Assembly on Sheet I and Channel Layout Details on this sheet.
DROP BOX
INLETS
TABLE TWO r BARS AND QUANTITIES VARIABLE WITH R
Length
No. Re Id,
o.Re ' •
L = 5'
L - 10'
L = 15'
Regular
Oro Box
401
402
410
Cu.Yd.Conc,
Lb. Steel
Cu.Yd.Conc.
Lb. Steel
CuYd.Conc.
Lb.Steel
40
407
403
4x
O"
24,
1'- 8"
3.2
11 85
5.3
497
7.4
706
6"
3'-2"
2=2"
/O
7
3.4
305
5.7
528
7.9
747
O"
3=8"
21--B"
12
9
.3.7
326
6.0
559
8.4
786
6"
4'21
3'-2"
12
9
3.9
1 334
6.4
571
8.8
803
3 B"
14
/ !
4.1
1 354
6.7
602
9.3
844
6"
5'-2"
4-2"
5L 5"
16
/3
15
6
4.4
375
6.0
1 607
7.5
840
/1"
16
13
16
6
4.6
382
6.2
616
7.7
850
6°
6'-2"
5'2"
4'-5"
18
IS
/B
8
4.8
402
6.4
637
7,9
870
O"
6=8"
54"
4=11"
20
17
19
!O
5.0
423
6.6
654
8.1
887
S"
7-'2"
6=2"
1 5'5"
20
17
20
/O
5.3
430
6.9
664
8.4
897
9"
7' 8"
61,9111
5' 11"
22
19
22
12
5.5
451
7..1
684
8.6
917
7'-2* 1
6'--5"
24
21
23
14
1 5.7
471
7.3
702
8.8
934
84'
7-8"
6=11"
24
21
24
/4
1 6.0
479
7.6
711
9.1
944
i~
9' 2"
8' 2-'
715"
26
23
26
/6
6.2
499
7.8
732
9.3
964
in
9'-8"
81--8"
7=11 "
28
25
27
18
6.4
520
8.0
749
9.5 1
982
28
25
28
18
6.7
527
8.3
759
9.8
99/
)~
ld-
9'-8"
8' 11"
30
27
30
20
6.9
547
8.5
779
10.0
/0/2
TYPE II T"PE III TYPE IV
44' t
{� �y- B„
Length 31 �29"
2502
1 �y A
501
R-2
BAR BENDING DIAGRAMS r
NOTE.- For L 5' L -10 and L"15.
REGULAR INLETS: Tolo/ quant-
ities needed are OUTSIDE of the
heavy black line.
DROPSOXINLETS.• Totalquant-
Was needed are INSIDE of The
heavy block line. -_
STANDARD M
(SHEET 2)
(JUNE 9, 1972)
604 R
Cheekered
Top Design
r♦
I I
I I
�L
-� r
I f I I
r--J �----� �----�--.
TYPICAL
MANHOLE COVER
II �
I I '
TYPICAL
MANHOLE RING
STEEL WEIGHTS DO NOT
INCLUDE STRU CTURAL
STEEL.
29r9 6i7�/„ 2' O%B you
e T T
TYPE V TYPE VI TYPE VII
---- r---J2=�1
20'
30" 601 405
Lop L Vor/es 410
i-42L- Ll
Dimensions are Out -to -Out of Bar
Weights:
TYPE "I
210" 406
L
✓ar/es
Cover = 125/bs.
Ring = 135 lbs.
TOTAL = 260 lbs.
FEDERAL ROAD
REGION NO
DIVISION
_
PROJ. NO.
SHEET
NO
TOT.
SHEE
V III
COLORADa
_ -
REVISIONS
R-1
9-27-72
Revlslon dole on , A
4 -25-74
Re -cola Table. Gen J1bfe. Channel LayrJuts. k
R-2
GENERAL NOTES
Al/ work sho// be done in accordance with the Standard Specific Trion applicable
to the project.
All concrete shall be Class A.
Concrete walls shall be formed on both sides and shall be B "thick.
Inlet Steps sho/l be as shall be as shown on the applicable Division M"Stondord,
Curb Face Assembly shall be galvanized after welding.
Exposed concrete corners shall be beveled to alp rote. Curb and Gutter corners
shall be finished to match the existing curb and gutter beyond the Transition Gutter.
All reinforcing bars shall be togged with bar designotion and station number.
Reinforcing bars shall be deformed and shall be of intermediate grade steel
Dimensions and weights of Tyoicol Manhole Ring and Cover are nominal.
AU bars shall be o minimum 2"clear.
Since pipe entries into the inlet are variable, the dimens/ors shown are typical
Actual d/menslons and quantifies for concrete and reinforcement shall be as required in
the work. Ouant/t/es include volumes occupied by pipes.
Struetural Steel shall be galvanized and shall conform to the requirements of
Soot/on 509.
P23 TWO No. 4 Bars hh4 1
• rOR 5' INLET
35 -35" ONE I%Z Hole 18"
5'-/ 1
29 FFOUR Na 4 Bars
if
o p o FOR !O'INLET 3
35' 30" 35' THREE leNobs 8f85
10' 10" TYPICAL S£CTIO
AT HOLE
rTI-171
. 22 �F4� 4� 22 42 /7" E/6NT No. 4 Ban
1 5
o Ij^ o _ a) rOR ,5' INLET
�-35---�30-30-- }----30�30�35' F/VE lh Holes
1 /5'-!O"
CHANNEL LAYOUT DETAILS
DEPARTMENT OF HIGHWAY:
STATE OF COLORADO
DIVISION OF HIGHWAYS
CURS INLET
T Y P E R
Designed by D B.R. Approved by , 1ipn........
Made by J.R.B. Asset. Staff Design Engineer
Checked by O.L.S. Date: ✓me 9, 1972
D M-604-R (SHEET 2)
STANDARD CURBS AND GUTTERS
CONCRETE PAVEMENT
(DRIVEWAYS)
Width of Curb and Gutter Variable
see Ions
Driveway' 6
DETAIL OF CURB CUT
FOR DRIVEWAYS
For type and width of
`Driveway, see Plans
SVERSE CONTRACTION JOINT
)NCRETE PAVEMENT (DRIVEWAYS)
/8'ro I/4
nt material 1 1
B �l �- Y �k ci 6
joint required where length of slab
exceeds 15 feet.
STRUCTION OF CONCRETE
TERS AT INTERSECTIONS
I
Combination
Curb & Gutter
Face of Curb Q
i6"Thick1)m'
Cof CONCRETE CURB
n Concrete To be built when Conc
required Gutter IS required
Gutter
R-4
CONCRETE SIDEWALK
tSee Plans for Width
Oslo 1/4" er foot
A 4„
Curb a Gutter
where regd.
GUTTER Type 2
R-4
W"W"—Variable (SewPlans) R-4
/2 —- f2
CURB Type 4 CURB Type 4
(6" Barrier) (Section B) (6" Mountable) (Section M)
(ED � OED
6" New �s T 12" e1'. Pavement 6" >; -;� Vex 12'
bars_ 6n �ay:j a<9 Ee.A 6 bars
I shales _t_ 6, o Present Concrete `WV shales
( 6 foot — Pavement - 6" (f f. t
spacing)': 1�., yly':
.�'...w'•`c'. �— .;.�*'!'spacing)
We x 12' reinforcing bars at 6 foot spacing. Cost of installation
to be included in unit price bid for Curb. Bars to be grouted
in III eholes in present concrete. Grout to consist of 2 parts
clean sand and I part cement.
(,6' Barrier)
Type 2 t CURB Type 2
(6 Barrier) (Section B) (6 Mountable) (Section M)
6"—� 6" MD
Ryg.; 6"
:.,#<� Roadway 6"Pavement
f4• `1:;:�'1 MCP+•,
1'-0�
CURB Type 6
(4" Mountable) (Section M)
4"
area shall be poured monolithically with curb
ter and paid for as Concrete Pavement of spec- R-4
'ckness. W "._�
Pavement at
Shoulder
STANDARD M- 609-A FED. ROADSHEET
rD. ROAD
DIVISION PROJECT N0.
(J U LY I, 1965) 9 COLO.
CURB AND GUTTER Type 2
(6" Barrier- I' Gutter) (Section I B)
LEGEND
FOR RADII
A _ I/8'
C = IV2'
D = I Yim to 2'
CURB AND GUTTER Type 2
(6" Mountable - I' Gutter) (Section I M)
M�- 4"-•— C." I...----- 1'-n"— -
OSlope in opposite direction when required
to fit field conditions.
1110 CURB AND GUTTER Type 2
(6" Barrier- 2' Gutter) (Section Il'B)
M CURB AND GUTTER Type 2
(6" Mountable - 2' Gutter) (Sect,ion IIM)
R-4
REVISIONS
II-16-65
Subtitles
i
R.H
2- 14 -66
General Notes.
7-19-68
De t. Nome and Rev, Gsn'I. N t
M.R.H.
5-21-69
Provide vanable width on coot. qir.
M.R.H.
5- 7-71
Add class8}oconc.inGen.Note
CURB AND GUTTER (Type 2)
K' Mountable with Sidewalk) (Section MS)
GENERAL NOTES
All work shall be done in accordance with the Standard Specifications applicable to the
project.
On Curves 3 degrees and sharper, Curbs and/or Gutters are to be placed on the Arc of
the Curve unless otherwise noted on plans. A maximum chord length of 10 feet may be used
when the iegree of curve is less than 3 degrees.
Expansion joints shall be installed between concrete curb and any fixed structure, sidewalk or
away fill bridge. Expansion joint material sholl be V2" thick and shall extend the full depth of contact surface.
slope
Concrete shall be Class A, 8 or D.
SIDEWALK
EXPANSION JOINT
%1/4" Preformed
Joint Material
DEPARTMENT OF HIGHWAYS
STATE OF COLORADO
DIVISION OF HIGHWAYS
CURBS AND GUTTERS
ueslgnea by k,',7 Approved by
Made by t4e_) I Staff Design EnaE