2021-12-03_REVISION - M2011049

• Permit No: M2011049
• IBM Index Class Name: Revision
• Doc Date: 12/3/2021
• Doc Name: Request for Technical Revision
• From: Blue Earth Solutions
• To: DRMS
• Type & Sequence: TR1
• Email Name: AME
• Email Name: MAC
• Email Name: AWA
• Media Type: D
• Archive: No

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RECORD DRAWING z, z v w
THESE RECORD DRAWINGS, w z
PRODUCED BY DITESCO ¢ N 0 w
JANUARY 2021 a w
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GENERAL NOTES
J
J (�� L CONCRETE SHALL BE CLASS B.
HEADWALL FOR SINGLE PIPE HEADWALL FOR DOUBLE PIPE �- X - I Xt 2. HEADWALL SHALL BE PERPENDICULAR TO THE PIPE E UNLESS OTHERWISE F¢- o
X 2"CLR.ALL AROUND YP. 404 _ 20" BE ADJUSTED SHOWN ON �FOR SKEWED INSTAL INSTALLATIONS.
ATED DIMENSION MID QUANTITIES L4JST L1JQ o z z
403 X2 X 80 X2 Bo V- .
X w
3. FOR WINGWALL DETAILS,SEE STANDARD PLAN M 60i 20. N
Bo+56"' ° 4. VOLUME OCCUPIED BY PIPE HAS BEEN DEDUCTED FROM STEEL AND m
n ° n o CONCRETE QUANTITIES.
w w
° 18 4"CLR. ?E 3"CLR. n ° �� 5. EXPOSED CONCRETE CORNERS SHALL BE CHMJFERED Yi IN. U) a v =
CTRS. �0°�„E.?� • `�,ep Q�P y 1.5 Bo+24" �+- 6a+ • 6. ALL REINFORCING BARS SHALL HAVE A 2 IN.MINIMUM CLEARANCE. LLl �
601 `EV 601 ail .75 Ba+12" A WHEN TWO OR MORE PIPES ARE LAID SIDE BY SIDE,THEY SHALL BE
DIMENSIONS OUANTITIES PLACED SO THAT THE ADJACENT PIPES WILL BE 1/2 INSIDE DIAMETER d
° CONCRETE STEEL M I APART,OR i/2 INSIDE SPAN APART,OR 3 FT.APART (INCLUDING WALL
24"NOTCH - - - 404 Ba Bc X A XI At FT. IN B X2 SGL SGL DSL THICKNESS),WHICHEVER IS LESS.
° IN. IN. FT.-IN. IN. FT.-IN. IN. IN. IN.CU.YO.CU.YD.LBS.LBS. ■
OPTIONAL FOR > $ ADD 0.89 x(X OR X1)(LB.)WHEN APRON IS REQUIRED.
WINGWALL 54 65 8-9 8 2 15-6 7 9-2 17 20 2.12 3.55 209 364
401 403 401 60 72 9-6 17-0 10 9-8 it 21 2.35 236 414 _J m ¢ Y
66 79 10-3 11 2 18-6 7 t0-2 14 22 2.60 4.44 249 453 Q
402 402 _-402 72 86 11-0 10 20-0 10 10-8 17 23 2.85 4.91 270 476
A 12"CTRS. A AI -+-�12"CTRS.F 0 At 78 93 11- 8 2 1- 11 11- 1 4 .11 X-.i 16" X t .i 0
84 10 12-6 22-6 7 11-8 14 25 3.38 5.68 333 572 Q m m
TYPICAL BAR LAYOUT FOR CONCRETE HEADWALLS 90 10 13-3 1I 2 23-9 e 2 12- I z6 3.56_ 6.08 335 593 y= w m
96 4 14-0 10 25-0 12-8 Il 27 3.94 6.48 379 649 RISE+52° RISE _ z 3
TO-2 14- 8 2 - 1l 2 1 - 14 4. 4 . 9 4 4 24" SPMI 24" 24" SPAN 36, SPAN 24" N < a
10812 15-6 7 27-6 7 13-8 17 29 4.54 7.30 424 707
36 - a o a
• 'HEADWALL 20" HEADWALL FOR RIGID ROUND PIPE '
2" (TWO EACH SPAN-TIE) I + 48"-.} �- 2 SPAN+84" �
> p
' -
•F F»I LAP M[N. TYPICAL
> EY42 �f
TOP VIEW WALL WIDTHWALL T726'TaTAL, DIMENSIONS QUANTITIES
x-4" VAR. i CONCRETE STEELEQUIV.SPAN RISE X A XI Al y B BN IN. IN. FT.-IN. IN. FT.-IN. IN. FT-IN. IN. CUGYD. CU08Y0. B$. LBS.
I.8'� 8".{ bpi X +�� �+ - X1 72 81 59 10-9 81 2 20-6 7 9-3 17 2 2.72 5.10 250 467
401 402 403 404 16" 78 87 63 11-3 Ill/ 21-6 7 9-7 101 2.85 5.34 275 531
° RIGID PIPE_& +6° ° - � 84 95 67 I1-9 81/2 22-10 9 9-11 12 2 3.08 5.79 290 547
WINGWALL ' 24 FLEXIBLE PIPE =80+8" 24 Bo 24 Y Ba 24° a • Bc 24" 90 103 71 12-7 71 24-2 8 10-3 15 3.30 6.21 321 591
!\ T "D"_ Bo+52" 96 112 75 13-4 12 25-8 8 10-7 16%2 3.52 6.65 314 606
t FLEXIBLE ARCH=SPAN+ 8" a _ a 102 117 79 13-9 81/2 26-6 7 10-11 91/2 3.63 6.86 356 672 z
OPTIONAL NOTCH STRUCTURAL PLATE ARCH=RISE +8" ° ° ° 1 108 1 17A 1 83 1 14-$ 1 8 1 28-4 1 12 1 11-3 11l 2 3.96 1 7.51 376 1699 Q t`
BAR BENDING ° ° ° ° ° ° ° ° ° ° HEADWALL FOR FLEXIBLE PIPE ARCH (n 0-0
FRONT
VIEW -� Ba+48" �- �+- 2 Bo+°+ 48'�►� U J
a OPTIONAL FILLET TYPICAL WALL it" DIMENSIONS QUANTITIES EE Q
403 � DIMENSIONS QUANTITIES CONCRETE STEEL■
401 16" 20" CONCRETE STEEL• EQUIV. SPAN RISE X A X1 Al Y 8 SGL DBL SGL DBL �-
ti ° 403 12 601 Ba A XI Al FTy IN B SGL DBL SGL DBL BN FT.-IN.FT.-IN FT.-IN. IN. fT.-IN. IN. FT.-IN. IN. CU.YD.CU.YD. LBS.LBS. ~
IN.IFTX-IN IN. FT.-IN. IN. IN. �_
K 1'-0" ;) ) , CU.YD.CU.YQ. LBS. LBS. 66 6-1 4-7 10-1 101/2 19-2 11 8-I1 151/ 2.52 4.70 232 424
Its x/- 0 12" 4°.4" 404 54 8-6 7 15-3 11 2 8-10 15 2.19 3.81 211 358 75 7-0 5-1 1
1-0 to 21-0 to 9-5 91 2.80 5.25 282 509 0 O
v CENTERS,EACH BEVEL 60 9-0 to 16-6 7 9-4 18 2.38 4.25 217 396 1
FACE PROJECTED 2 84 7-II 5-7 11-11 91 2 22-10 9 9-11 12 2 3.08 5.79 291 540
INTO WINGWALL IL 404 So 66 9-6 7 17-9 8 2 9-10 12 2.58 4.70 252 454 93 8-10 6-i 12-10 1 }
\i / 72 1
0-0 10 19-0 10 10-4 15 2.78 5,17 255 472 9 24-8 8 10-5 15 3.36 6.33 309 622
2'-0"MIN. / /' I I 78 10-6 7 20-0 10 10-10 18 2.98 5.56 276 499 102 9-9 6-7 13-9 81/2 26-6 7 10-11 91/ 3.63 6.86 379 673
/ 404 84 11-0 10 21-0 10 11-4 12 3.19 5.95 1297,553 111 10-11 7-1 14-11 91/2 28-10 9 11-5 121�2 4.05 7.67 377 711 > 3
REINFORCING BARS F ) 120 11-10 7-7 15-10 9 30-8 8 11-11 151/2 4.36 8.28 395 731 <
90 il�i 7 22-0 10 11-10 15 3.40 6.36 317 517 i�
TOP OF FROM WINGWALL 601 96 12-0 10 23-0 10 12-4 18 3.62 6.79 321 597 132 12-10 8-4 16-10 9 32-8 8 12-8 tl 4.75 9.03 441 839
WINGWALL FOOTING INTO 102 -12-6 7- 24-0 10 12-10 1-2 3:84 7.21- 364 663
401 141 14-T -8-9 18-I' CO/2 35-2 11 !S-1 3/Z 5.17 4:86 448 931
THE HEADWALL ° 401 108 13-0 10 25-0 10 13-4 15 4.06 7.63 362 678 V
36" 150 15-4 9-3 19-4 12 37-8 8 13-7 I6'/ 5.69 10.88 490 953
HEADWALL FOR FLEXIBLE ROUND PIPE 159 15-10 9-10 19-10 9 38-e 8 14-2 11 5.89 11.25 534 1019
403 HEADWALL FOR STRUCTURAL PLATE ARCH
° TYPICAL BAR 04 x 2'-0"
INSTALLATION _FLOW 0 V-6"
PROJECT 1'-0"INTO SKEW
TOP VIEW INLET OUTLET INLET OUTLET CENTER OF APRON ANGLE A° 90 Bs 80 75 70 65 60 55 50 45 40 35 30
° (SEE NOTE 6)
WINGWALL ENDS OF ENDS OF APRON 1 HEADWALL (oACTOR) 1.000 1.004 1.015 1.035 1,064 1.103 1.155 1,221 1.305 1.414 1.556 1.743 2.000
CONNECTION FLEXIBLE PIPE RIGID PIPE
WHEN APRON IS REQUIRED SKEW FACTOR TABLE
3 Computer File Information Sheet Revisions �I� Nm o
Colorado Department of Transportation HEADWALL ALL STANDARD PLAN NO.
Creation Date: 07/04/12 Initials: DO Date; Comments 4201 East Arkansas Avenue o$
m Lost Modification Date: 07/04/12 Initials: LTA � _-- JU7 Denver,Colorado 80222 M-601-10 P s
Full Path:www.colorododot.info/business/designsupport Phone:[phone] FOR PIPES 40 C a a
DrawingFile Name: 601000101.d n
® Fax: [phone] =�',°�
Project Development Branch DD/LTA Issued By: Project Development Branch July 4,2012 Sheet No. 1 of 1 0 E
CAD Yer.:MicroStotion V8 Scale: Not to Scale Units: En lish p an c p o
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No. Revisions: By Date: v0,`„ AF.y�O, '_ N+•;
e 15,,It° BR Jm 2021 n
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