PROJC02275 ‎(2)‎

• Contract/PO #: C150166
• Contractor Name: East Fork Mutual Irrigation Company
• Contract Type: Loan
• Water District: 50
• County: Grand
• Loan Projects - Doc Type: Feasibility Study

'~

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34• NOTCH,
OPTIONAL FOR
WINGWALL
wF•nvvul FAR GINGIE
w2 -{ A ~H--112"
NFADWAII FOR DOUBLE PIPE
~~-~2~ (TVIO EACH TIE) ~ ~ ~JZO~INI
'. _.NEAOWALL~ ~_ 402/ y _4 _4• VRr. I .D. II^
wz I I ~~
1 1
I-- 6'-j ~-- 8'--I 60 t
wl 402 40} w1
b' FDR
THICK-WALL PIPE, ~ Ba + 6
' THIN-WAIL PIPE, . EW + 6'
," iNIN-WALL PIPE-ARCH ~ SPAN + 6~
T4' TR P T -AR H ~ RI
WINGWALL
FRONT ~ BAR BENDING
i ~ OPTIONAL NOTCH TYPICAL WALL 12' T
OP110Nµ YATERVL w] _r 1 '..("
+'x 401 16• 20"
4~' r. 601
TOP VIEW
1'-0' BEVEL I• I w4
~S 4 ~ O 12' CENTERS ~ ~ I I I w2
EACH FACE PROTECTED
0IT0 WINGWALL 2'-0" YIN. ~ ~ / // I •I 404 Ba
TOP OF 404
WINGWALL - / // FOOTINGSCFONT NUENGWALL I i•
/ INTO THE HEADWALL. Ol
w1
/ 403 36'
WINGWALL
/ CONNECTION soJ
TYPICAL BAR
lNSTALUAON
INLET OUTLET INLET OUTLET
ENDS OF ENDS OF
THIN-WALL PIPE THICK-WALL PIPE
Colorado Department of Transportation Computer File Information
OT 4201 Ern ArlKmeaa Avenue Pala:....aoL:toY.«.../mi~u/~m/I~wlm~as/
Denver. Caloralo 80222
Phone: (30J) 757-9083 FAIL: [phone] Draeinq F9e Nome: 6010100101.deg
Project Development Branch SD Acod v<nion: RI4 scale: NA unit,: EngEell
I % I I XI~
% Ba %2 y. ~ % Ba .. Bc '.
Ba + 56'
II 36'
1.5 8a + 24' F'^ ...~~ + •
.75 80 + IZ" pIIANTRIF9
CONC RETE STE ELO
Bo Bc % A %1 Al y B %^

1 1.-in i
n It.-in
n IL-in in. i cu. lbs.
Ss 85 8-9 e
2 13-6 7 B-2 17 20 2.12 3.55 209 J64
80 72 9-8 7 17-0 10 9-8 I 1 21 2.35 J.99 236 411
B6 79 10-7 11 2 16-8 7 10-2 14 22 2.60 4.44 249 43J
72 BB 11-0 10 20-0 10 10-8 17 2 2.65 4.91 270 476
79 93 11- e 7 1- I1 11- 11 .11
64 100 12-6 7 22-B 7 11-6 14 ZS 3.J8 S.fi6 3]3 572
0 1- n= - e 1-
96 114 t 4-0 10 25-0 10 12-8 I t 27 7.91 6.48 379 649
6 _ 1t -
106 1 8 15-6 7 27-6 7 1 -6 17 9 4. 7.311 424 707
H ADWA FOR THI K - W I RUUN PIP
TYPICAL
TOP-VIEW
I~ J- :~.: - 12 I~
I % I~ I X1
16' -
24 Bo 24 Y' Bc 24 fk ~-•:-~24
~~ 36' ,.
BR + ss-I ~-- 28a+ • + 48' -~
e
N CONr AETE STE EL ^
B
a PAI RISE X A %1 A I y 6
n. H. -'ul k-in H.-n cu. a. Ibe. Ib><

79 97 83 11-3 IP 1-8 7 9-7 101 .65 3. 7 1
84 95 67 11-9 6 -I 9 9-11 12 7.06 3.79 290 31
90 103 71 12-7 71 24- 11 10-3 1 3. 1 1 1
% 112 7 1-4 1 2- - 14
t02 117 79 IJ-9 BI 26-6 7 10-I1 91 3.87 6.66 ]36 872
108 126 63 11-6 8 20-4 12 II-7 1111/2 1.96 73I 376 899
I X 1 I XI~
1
24 SPAN ~~ ~~ T4 RISE+52" RISE ~ 4 ~ SPAN ., .~ .. ~ SPAN ~ 4
38
--SPAN + 48'--•-I ~~---~2`SPAN + B4'-+~
„ u NFAr~W IA_I FOR THIN -WALL PIPE ARCH
CONC RETE STEE L ^
SPAN RISE X A X1 A l y 6 SOL DEl b
k-in. k-in k-in ro ll.-in in H.=
rt .
B6 8-1 4-7 10-1 101 = 19-2 11 11 13 1. 4 4
75 7-0 S-1 I1-0 10 21-0 10 9-5 9 220 52S 262 SW
N 7-11 S-7 II-11 9 2-10 9 9-11 12 .Oe S. 291 340
9J 6-10 6-1 12-10 9 24-6 6 10-5 151 3.]6 6.J] 709 622
102 9-9 fi-7 13-9 61 26-6 7 10-I1 9 .63 6 67!
III 10-I1 7-I I4-II a-10 9 11-5 121 1.05 7.67 377 711
120 11-10 7-7 IS-10 9 30-6 6 I1-11 1 4.70 6.26 ~S 7]I
IJZ 1 -10 -4 16-IO ]2-6 1 - 11 47 441
141 4-I - 10 ~ - 1 17
I50 13-4 9-! 19-4 12 J7-6 6 IJ-7 16 3.69 10.66 957
139 3-10 9-10 9-10 9 ]6-B 8 14-2 /1 3.69 1125 S]4 1019
DIMENSIONS OUANTRIES HEADWALL FOR STRUCTURAL PLATE ARCH
CONC RETE I
$
EE I
~
Bo % A % I A l y e
t
~ 5
O
L p
R~
It.-in in. R.-in.
n K-in, M. ou . Wi Iba.
Ss 8-8 7 IS-3 II
2 6-10 IS 2.19 ].81 211 156
60 9-0 10 18-6 7 9-1 16 2.J6 4.25 217 396
88 9-6 7 17-9 6 t 9-10 12 2.58 4.70 232 454
72 10-0 10 19-0 10 10-4 15 2.76 5.17 2S3 472
78 10-8 7 20-0 10 10-10 16 2.96 5.58 278 499
as 11-0 10 21-0 10 II-4 12 3.19 5.95 297 553
90 I1-6 7 22-0 10 If-10 IS ].w 8.36 J17 371
96 12-0 10 23-0 10 12-4 IB 3.82 6.79 321 597
102 12-6 7 24-0 10 1 -1 f 324 .21 ]64 6
106 1]-0 10 25-0 10 13-4 15 4.06 7.8J 362 678
SKEW FACTOR HEADWALL SNMI BE PERPENDICUWI TO THE CULVERT
ANC (caeecA') CENTERLINE UNLESS OTHERWaSE SPECIFIED. TAEIUUTED
A~ DIMENSIONS AND pWNTITES MUST BE ADJUSTED FOR
90 1.000 SKEY/ED INSTALLATN)NS.
BS 1.004
80 1.015
10 1081 APRON ~4 a 2'-0"
65 1.103 O 1'-6'
SAS i.1Z}}jp2f15 PROJECT 1'-0'
50 1.11 HEADWALL
ap I.g56
JS 1.)43
70 2.000
HEADWALL FOR THIN - WALL ROUND PIPE SKEW WHEN APRON IS REOLIIRED
FACTOR
GENERAL NOTES TABLE
1. CONCRETE SHALL BE CLA55 B.
2. HEADWALL SHALL BE PERPENDN:UTAR TO THE CULVERT F UNLESS OTHERWISE SHOWN ON THE
PLANS. TABUUTED DIMENSIONS AND pUANTRlES MUST BE ADJUSTED FOR SKEWED INSTALLATIONS.
3. FOR WINGWALL OLTAILS. SEE STANDARD Y-801 -20.
4. VOLUME OCCUPIED B/ PIPE HAS BEEN DEDUCTED FROM STEEL AND CONCRETE OUANTITES.
S. ExPOSED CONCRETE CORNERS SHALL BE CHAMFERED 7/4 '.
6. ALL BARS SHALL HAVE A 2' MININUN CLEARANCE.
• WHEN TWO OR YORE CONDUITS ARE WD SIDE BY SIDE, THEY SHALL BE PLACED SO THAT THE ADJACENT
PIPES WILL BE 1/T INSIDE DLWETER OR %T INSIDE SPAN OR 3 FEET APART (INCLUDING WALL
THICKNESS) WHICFIEVER IS LE55.
^ ADO 0.69 a (% OR % 1) (L2.) WHEN APRON IS REOUIREO.
''on Revised HEADWALLS FOR STANDARD PLAN No.
Comments:
PIPE CULVERTS M-601-10
Issued 8y: Project Development Bronch October 1, 2000 Sheet NO. 1 Of 1
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