s.d. section e: structure plansapps.sd.gov/hc65c2c/ebs/lettings/electronicplans/07jr...e1 e12...

E1 E12

Section E: Structure

R6E R7E

33 35 35 31

.) 5

9

15 18

MRM 160.47 Structure No. 10-352-100 19

21

79

28

30 28

STATE PROJECT SHEET TOTAL t--~OF_--i ___ P_00_7_9_(8-5)-16_0 __ ---I NO. SHEETS

S.D.

Plans

INDEX OF SHEETS -

27

35

Sheet El Sheet E2 Sheet E3 to E12

z -.;:I" T"""

I-

,) 11

z ('f) T"""

I-

Layout Map and Index Estimate of Structure Quantities Str. No. 10-352-100 2 - 12' x 12' Box Culvert

N

E2 E12

SECTION E - ESTIMATE OF STRUCTURE QUANTITIES

Str. No. 10-352-100

BID ITEM NIUMBER

ITEM QUANTITY UNIT

250E0030 Incidental Work, Structure Lump Sum LS

420E0200 Structure Excavation, Box Culvert 147 CuYd

421E0200 Box Culvert Undercut 634 CuYd

460E0120 Class A45 Concrete, Box Culvert 3534 CuYd

480E0100 Reinforcing Steel 53,053 Lb

700E0310 Class C Riprap 570.8 Ton

831E01 10 Type B Drainage Fabric 590 SciYd

INCIDENTAL WORK, STRUCTURE

1. Incidental Work, Structure shall consist of the removal of the following structure:

Str. No. 10-352-100. In-place centerline Sta. 148+40 is 2- 12' x 12' Precast Box Culvert.

2. Break down and remove the existing structure 1 foot below finished ground or as required to construct the new structure in accordance with Section 11 O of the Specifications. All portions of the existing structure shall be removed and disposed of by the Contractor on a site obtained by the Contractor and approved by the Engineer in accordance with the ENVIRONMENTAL COMMITMENTS found in SECTION A

3. During demolition of the structure , efforts shall be taken to prevent material from falling into the creek. Under no circumstances is asphalt allowed to fall into the creek.

4. The foregoing is a general description of the in-place structure and should not be construed to be complete in all details. Before preparing the bid it shall be the responsibility of the Contractor to make a visual inspection of the structure to verify the extent of the work and materials involved. If desired by the Contractor, a copy of the original construction plans may be obtained through the Office of Bridge Design.

5. Leave the existing riprap basin at the outlet end in place to the fullest extent possible.

I STATE I PROJECT I SHEET I TOTAL OF 1--------------1 NO. SHEETS

I S.D. I P 0079(85)160 I I

E3 E12The elevations shown in these plans are based on the National Geodetic Survey (NGS) North American Vertical Datum of 1988 (NAVD88). Type B Drainage Fabric

..... .....

..... .....

==::::

\ I WP. "A" __ _

I

WP."B" / I

138' - 1 1½6"

69'-0" 69' - 1 1½6"

24'-0" F8 = 45'- O" F8 = 45' -0"

1'- 0" € I

Top Limits of Undercu\. See Typical Section on Notes

and Undercut Details Sheet.

i--- Subgrade Shoulder Subgrade Shoulder~

I I

', I I ,, ,, , I I

Rdwy

I

., W.P."C"II

'- -------r --------bi - - - - - f --sta~ 148-:;. 53.t3 - - - - - r -----,, ,,

(j) F.L. Elev.2826.41

F.L. Elev.2826.36

:==========,========~==================,===========/ I I@ ~i i@ :: I 1 ~t:_ Sta.148+40.00 1 11

I I , L F.L. Elev. 2826.50 I 1 I o, I

==========~-====== ====- ============~==========----------~------------- ------------~---------==========--======r~====--============-==========-I I I 11

I I b -,- ..---z FLOW I 11

I I _, ~ I 11

I I ~ !:::. I 11

1 I Constr. Jt. I 11 __________ J __________________________ J __________ _ ------------------- ------------------------------

I bi I Sta. 148 + 26.88 I ~-------L ___________________________ L

', fl'"" :'.('I II /

- - ~-- - - -·~~~ - - /

'-,, °:"i:-t",6 ii

I I

" , 23' - O" (Typ.) 5'-0"

, \,__ __ -"_~_:>_:r, ____ '--.. -.:-=2-'-'--:-'-1-➔'"'..,::-_~_-:_--=-21'-'-·.c.O_" ----i------=2cc5_' ·....c0_"-----+--------'2'--'5_' ---'0'-"----➔--,---------'2=-1'-'--"-0'_' ------;-t

F.L. Elev.2826.64

F.L. Elev.2826.59

• ·, 'Ja-,~.;'d, '-JI 4: 1 0.02ft./ft. 0.02ft./ft. 4: 1 ~~~ -~ --~-'--➔'-➔-

Ysf'J \ ('):.f'ln --=-=--,:.=,:.- PLAN 0-1~-2, .\:a==-\_==""'•"

(.) :;::::,"" 0• •"'" • • Existing Type B Drainage Fabric

Existing Class D Riprap

NOTE: Box culvert flow line has been depressed 1' - O" below channel flow line to accommodate aquatic organisms. The 1' - O" depression will be allowed to fill in naturally over time.

f... .....

HYDRAULIC DATA Qd = Design discharge for the proposed culvert based on 25 year frequency. El. 2837.6.

25'-0"

'e Subgrade Elev. 2845.40

25'-0"

TABLE OF WORKING POINTS W.P. STATION OFFSET ESTIMATED QUANTITIES

Qd 1880 cfs 0 07 = Overlapping discharge and frequency >0200 yr. recurrence interval. El. 2845.5. Location 145+50.

''.A'' 148 + 51.88 69.00' Lt. ITEM UNIT QUANTITY Ad 204 sq. ft.

Vd 9.2 fps

QF 1880 cfs

0 100 3350 cfs

Oor >0200

Vmax 14.5 fps

Q, = Designated peak discharge for the basin approaching proposed project based on 25 year frequency.

Q 100 = Computed discharge for the basin approaching proposed project based on 100 year frequency. El. 2841.3.

V max = Maximum computed outlet velocity for the proposed culvert based on a 100 year frequency.

"B" 148 + 28.13 "C" 148 + 53.13 "D" 148 + 26.88 "E" 148 + 53.13 "F" 148 + 26.88 "G" 148 + 65.04 "H" 148 + 14.96

69.00' Lt. 46.00' Lt. 46.00' Lt.

46.00' Rt. 46.00' Rt. * 69.14' Rt. 69.14' Rt.

Class A45 Concrete, Box Culvert Cu. Yd. Reinforcing Steel Lb. Structure Excavation, Box Culvert Cu. Yd. Box Culvert Undercut Cu. Yd. Class C Riprap Ton Tv/Je B Drainaqe Fabric Sq. Yd.

* For estimating purposes only, a factor of 1.4 tons/cu. yd. was used to convert Cu. Yds. to Tons.

353.4 53053

147 634

570.8 590

' .....

STATE OF

S.D.

PROJECT

P 0079(85)160

SHEET TOTAL NO. SHEETS

P.I.

P. I. = Sta. 145 + 14.00 Elev. = 2843.37 (Finished) V. C. = 735. 73'

Sta. 141 + 46.14

P.T.~

16" Surfacing { I Box Culvert

g2 = 1.0204% ,

Sta. 148 + 40.00_$7

Sta. 148 + 81.87

Sta. 145 + 14.00

VERTICAL CURVE DA TA

-X028-INDEX OF CULVERT SHEETS-Sheet No. 1 - General Drawing and Quantities Sheet No. 2 - Notes and Undercut Details Sheet No. 3 - Inlet Details (A) Sheet No. 4 - Inlet Details (B) Sheet No. 5 - Outlet Details (A) Sheet No. 6 - Outlet Details (B) Sheet No. 7 - F8 Barrel End Section Details (45' - 0'1 Sheet No. 8 - Riprap Details Sheet No. 9 - Details of Standard Plate No's 460.02 and 460.10 Sheet No. 10 - Details of Standard Plate No. 620. 16

GENERAL DRAWING AND QUANTITIES

FOR

2 - 12' X 12' BOX CULVERT (C.I.P.) OVER FROG CREEK STA. 148 + 40.00 STR. NO. 10-352-100 PCN 07JR

0° SKEW SEC. 24/25-T13N-R6E

P 0079(85)160 HL-93

-X028-DESIGNED BY

JSD BUTE07JR

BUTTE COUNTY

S. D. DEPT. OF TRANSPORTATION

DECEMBER2019 0 oF@

E4 E12

'

SPECIF/CATIONS 1. Design Specifications: AASHTO LRFD Bridge Design Specifications, 2017

Edition.

2. Construction Specifications: South Dakota Standard Specifications for Roads and Bridges, 2015 Edition and required Provisions, Supplemental Specifications, and Special Provisions as included in the Proposal.

GENERAL NOTES 1. Design Live Load: HL-93. No construction loading in excess of legal load

was considered.

2. The design of the barrel section is based on a minimum fill height of 2 ft. and includes all subsequent fill heights up to and including the maximum fill height of 8 ft. (FB).

3. Design Material Strengths: Concrete re= 4500 p.s.i. Reinforcing Steel fy = 60000 p.s.i.

4. All concrete shall be Class A45 conforming to Section 460.

5. All reinforcing steel shall conform to ASTM A615 Grade 60.

6. All lap splices shown are contact lap splices unless noted otherwise.

7. All exposed edges shall be chamfered 3/., inch.

8. Use 1 inch clear cover on all reinforcing steel EXCEPT as shown.

9. The Contractor shall imprint on the structure the date of construction as specified and detailed on Standard Plate No. 460.02.

10. Care shall be taken to establish Working Points (W.P.) as shown on the wings.

11. Circled numbers in PLAN and ELEVATION views on the General Drawing are section I.D. Numbers (see SDDOT Materials Manual).

12. Cost of Preformed Expansion Joint Filler used in apron construction shall be incidental to the other contract items.

13. Compaction of earth embankment and box culvert backfill material shall be governed by the Specified Density method.

14. Dewatering will be required depending on seasonal variations for construction of the box culvert.

26'-0" 5'-0" 40'- O"

17'-1 ½"

15'-7 ½"

142'-3"

I

~ Rdwy

I

I ' I

i {Sta. 148+40.00

35'-9"

---------'----------------------------

.-------1 FLOW

UNDERCUT LAYOUT (Bottom Dimensions)

34'-3"

17'-1 ½"

I If

Box Culvert

I

I ' I

m •·r:1

!>1 !

15'-7½"

31'-3"

TYPICAL SECTION (For Limits of Undercut)

r:/J

6 co

STATE OF

S.D.

PROJECT

P 0079(85)160

ESTIMATED QUANTITIES ITEM I UNIT


I QUANTITY

Box Culvert Undercut I Cu. Yd. I 634

r:/J For payment, quantity is based on plan shown undercut dimensions and will not be measured unless the Engineer orders a change.

NOTES AND UNDERCUT DETAILS

FOR

2 -12' X 12' BOX CULVERT OVER FROG CREEK STA. 148 + 40.00 STR. NO. 10-352-100


P 0079(85)160 HL-93

BUTTE COUNTY


DECEMBER2019 0 OF@

DESIGNED BY CK. DES. BY DRAFTED BY

JSD CL _ _____!B!._!T __ I..L~~::::..L~',lfl,_:@~~;;.;=,...I BUTE0?JR 07JRTA02

E5 E12

See DETAIL 'X"

HALF PLAN 3-pl 2-d1

2-p11 2-p10 2-p9 2-pB e1 J 9" e1 - 40 Spaces@ 7 ½" = 25' - O" 1' - 0"

5'-0" 26'-0"

HALF PLAN

~ 26'-0"

O.F.W.W. k- 42 Spaces@ 7" = 24' - 6" 1' - 6"

I.F.W.W. h - 16 Spaces@ 18" = 24' - 0" 2'-0"

t--.

-----1-------11-_,___,__,___,_...,___,_Q./: IJ11

'"Y../IJ,:

LEGEND FOR PLACING RE-STEEL

~c~========;::i=::g::1 ::@:::9:::::" -::k::-::...,.::t~ -1,:!:-l-ftt~ -+it::+.~ -"ti!::-J,~ -1-il::-t>~ -+t;;~ f-:!:-t~ ,,_,,~gt @ g'j-;..r- 1-_-_-_;-~-;::±=.--,1 if:_=_=_=_=_=_=_=_:±.,_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_:;::J:;:7:j- g2 _'-J

-,1 I- - ' /J - - - - - - - - - - -p 11 v t:r ---l---l--l----l-1ffiJ .. Wl-1 J---1-.1-1---1--~l-7 .j_i\lj....._l_j_--l--1----l--l--l-,._ .. , ,_ r :

,- Ill I I 1

·1 -1 1 , e1 1 r I I ,~:::::::::::::::::::::::::::::::::::::::::;j T::::::::::::::::::::::::::::::::::::::::::::::::::~

pl_J __j µ l

~~!~ +

i-.---e1

pl_j I. F. W. W. - Inside Face of Wing Wall ELEVATION 0. F. W. W. - Outside Face of Wing Wall

e@12"

13

STATE OF

S.D.

PROJECT SHEET TOTAL NO. SHEETS

P 0079(85)160

SECTIONE-E

SECTIONH-H

INLET DETAILS (A)

FOR



P 0079(85)160 HL-93

BUTTE COUNTY


DECEMBER2019 0 oF@

E6 E12

9" n

11/2"CI. L 9" 5'-9"

6'-6"

SECTIONC-C

1 " Cll

VIEWD-D (At Middle Wall)

SECTIONB-B

ITEM

UNIT

Inlet lnletAoron

I E 12" • 1 ~

i,, f1

1--. a1

;.. ~ [c,

(Bevel)1.6~ I 4 r/J

SECT/ONA-A (At Top Slab) r/J

r/J

* * * * *

DETAIL 'X" (At Bottom Slab)

EST/MA TED QUANTITIES ClassA45

Reinforcing Structure

Concrete, Excavation, Box Culvert

Steel Box Culvert

Cu. Yd. Lb. Cu. Yd.

39.6 4154 19.5 20.5 1538 20.5

Mk. No.

a1 5 b1 6 C 4 c1 8 c2 4 d1 8 e 24

e1 90 f1 27 gO 12 g1 26 g2 4 h 17 k 43

p6 10 pl 14 p8 4 p9 4

p10 4 p11 4

e2 48 u1 24 u2 12 u3 11 u4 5

STATE OF

S.D.

PROJECT

P 0079(85)160


REINFORCING SCHEDULE Size Length

6 26'-0" 6 24'-0"

5 4'-6"

5 28'-0" 5 7'-0" 5 7' - 6" 4 9'-0" 4 13'-9" 4 5'-0" 5 5'-0" 4 33'-6"

4 27'-9" 4 29'- 6" 4 20'-0"

6 7'-0"

4 28'-6" 4 29'-6"

4 30'-9" 4 32'-3"

4 33'-9" INLET APRON

4 9'-6" 4 22'-9" 4 23'-6" 4 70'-3" 4 49'-0"

91/2" f1 I • • I

Type

Str. Str. 1A Str. 198 19B S12

S12A S6A 198 198 198 17A 17A Sir. Sir. Sir. Sir. Sir. Sir.

S12 Sir. Str. Str. Str.

Bending Details

~· Type S12A

I: 2'-6" : 1:0 12

~6 1i\6

Type 198

25' -9" 2

t[fiS]fil h 4'-1" 14'-1"

IVi'I TypeS6A

0

I Type 1A

NOTES: All dimensions are out to out of bars. r/J See cutting diagram. * Bend in field as necessary to fit.

k 3'-11" 14'-1"

Type 17A

u2 2' - 2 1/2" 21' - 3 1/2"

u3 36'-4" 35'-2"

('JO') ::, ::,

INLET DETAILS (B)

FOR



P 0079(85)160 HL-93

BUTTE COUNTY


DECEMBER2019 0 oF@

E7 E12

-

·~ ~ 4-us ,.. ,..

,_

.-

l-'--________ u,::5:.._-_:2:..:1....::S~p::.:ac:::e'.'....s @=..:1..'.:.2_" =::..:2:..:1_' -....::0:_"--------~• ~ . 't:

l5 %! - sc-GJ-c3-

[ >< (/) &l

23'-0"

e -u1 '

, , , IL --- - _L._ - ~-,- --- - -- - ~- - --- - ~ - ~ - - --- - ~

I 12"

H II 1,

I us

I ~~1 ~'F I

I

I

I I

I

I

io

9"

1'-1½"

~ ~

' ,.. ,.. ;.., ,..

1,:, t,l:= C\J ~J l

¼ e4---.. ' t,

"' "'

2-a1

at

f1

HALF PLAN ~ ¾", or½" Prefonne xpansion Joint Filler

d

2-p12

e4 2-p13 2-p14 2-p15

e4 -35 Spaces@ 7 ½" = 21'- 10 ½"

23'- O" 5'-0"

HALF PLAN

23'-0"

1'-5" k1 - 37 Spaces@ 7" = 21' - 7" O.F.W.W.

2'-0" h1 -14Spaces@18"=21'-0" I.F.W.W.

,.,..

>-+--+-+--+--+___,___._ o. F. W.W. +--+-l---+--+-+--1--

I

'-g5-

;... '

I i-t-t-"'i-<>t-<-i-t-t-------~e4 ·

I

ELEVATION

I I p127

I 11 ~ i, I

See DETAIL "X"

6

"' "' II

~ @)

LEGEND FOR PLACING RE-STEEL 0. F. W. W. - Outside Face of Wing Wall I. F. W. W. - Inside Face of Wina Wall

SECTIONE-E

STATE OF

S.D.

e3@ 12"

2-b2


P 0079(85)160

SECTIONH-H OUTLET DETAILS (A)

FOR



P 0079(85)160 HL-93

BUTTE COUNTY


DECEMBER2019 0 oF@

E8 E12

IE 12" ~ I

f1 bi

a1 f--.

~ ~

9" n SECT/ONA-A r/J

r/J r/J

* * * * * SECTIONB-B 7

9" rr e3@ 12"

k A 3-b2

DETAIL ''X" (At Bottom Slab)

~ p12

$:

~ EST/MA TED QUANTITIES

" (0

"'

ClassA45 Reinforcing

Structure ITEM Concrete, Excavation,

Box Culvert Steel

Box Culvert

6 UNIT Cu. Yd. Lb. Cu. Yd.

"' Outlet 37.0 3915 18.9 OutletAoron 12.7 957 12.7

1 ½"Cl. L 9" 5'-9"

6'-6"

SECT/ONC-C

STATE OF

S.D.

PROJECT

P 0079(85)160

REINFORCING SCHEDULE


Mk. No. Size Length Type Bending Details

a1 5 6 26' - 0" Str. b2 6 6 25' - 0" Str.

C

c3 4 5 4' - 6" 1A I • 2• - O", I 8 5 25' - 3" Str.

c4 d2 e3 e4 f1

g3

4 5 7'-0" 19B [LJ 8 5 8' - O" 19B • '

-+-!"'~'-+--';"-----l------';'-"~'--'.· ::..,g:.....:·-+-';"'1~'=----1~ ~ ~ 27 4 5' - O" SBA

l-"----t-'-'12'-+-----'5"-------+-5"--'---"-0'_' -+-S,,,t'-'----<r. ~ ';i ~ ~-g4 26 4 30' - 0" Str. g5 4 4 24'-9" Str. h1 15 4 29'-9" 17A k1 38 4 20' - O" 17 A p6 10 6 7' - 0" Str. p12 14 4 25' - 6" Str. p13 4 4 27' - 0" Str. p14 4 4 28' - 9" Str. p15 4 4 30' - 6" Str. p16 4 4 32' - 6" Str.

OUTLET APRON e5 24 4 10' - 6" S12 u1 24 4 22'-9" Str. us 27 4 23'-6" Str.

9 ½" f1 I E • I

t[qS]fil 1v-r:·1

TypeS6A

0

Type 1A

NOTES:

All dimensions are out to out of bars. r/J See cutting diagram. * Bend in field as necessary to fit.

Type S12 Type S12A

h1 4'-2" 14'-1"

k1 3'-11" 14'-1"

Type 17A

OUTLET DETAILS (B)

FOR



P 0079(85)160 HL-93

BUTTE COUNTY


DECEMBER2019 0 oF@

E9 E12L:..Q'.;._

\----\

q8

f

f-

- -- -

f-f-

f- f-

... -++-1-H+-+-,N-+-++--+++---H--+--< ........ -+-1-+---+1

I

p1 @ 12"-t----r-+ +-+-..,-++-,-+---+ "f '"f .s. -+--+--+---t

I

I j8 --1----=~:j::::.;::j:::.;:::j:::;;;:j:::.;:::j:::;:l::::;;:::j:::::;;:jH

I

I

I s8--1---:::lal:l±l;:l=ll;;:l:::::t::l::::l;::l:::t::l=l;::l::::j;:jr::l;:H

I

I

-, _,_ -T -,-

/1 I

q

kirp

8

,. I .,

-... 'tna ...

h8

... 1.f.O,W• ,.._

p1@18"->--

... Am~

,.._

'

\ \ \ \ k~P

-,.._ q8

F8= 45'- O"

_,_ __________________ w_8_-_5_4_S~p_ac_e_s~@~10_"_=_4_5_' -_0_" _______________ _,.~6" ~

s8-48Spaces@11"=44'-0" 8½"

q8 -44 Spaces@ 12" = 44' -0" ~

_________________ n8_-_1_07_S~p_a_c_es_@~5_"_=_4_4_' -_7_" ___________________ ,_L m8 - 89 Spaces @ 6" = 44' - 6" 3"

_: .. : __________________ k8_-_45~Sp~a_c_es_@~1_2_"_=_4_5'_-_0_" ________________ ---s--al 73

•.•.

: : j8- 48 Spaces@ 11" = 44' - O" : . ~

E E

w8

p1

h8 - 72 Spaces @ 7 ½" = 45' - O" , 16.

1

' ~

~-----kB----~

(\p1 I/ / q8 \ \ (\p1 2"x3"Keyway

i:----,l-;,1-,;111:--N1-lllr.,-'.!,-1,---,ll---,-I-,. /el--:lt--,---1,---,--,, (Typ.) I I/ It I I I I I' I' I' I' I' I'

-f- I- f-1-

!I

,.._ L qB

kB I

l-++-l-++-1-+ 6, -r. s. pt @ 12"1--+-~+++-++++1. 5.S ·

i-+----,>---+---+6,6·S•__,--++-I

p1 @ 12"

j8

,.._

n8 m8 tt:l=i:l=i:l=i:l~~~a:a:a-sa

,-- - - \_V

w8

HALF PLAN

OPTIONAL FILLET DETAIL ( At Bottom Slab)

Note: Contractor may form the optional full fillet, with 2" Chamfer, as detailed. The cost of the additional concrete shall be borne by the Contractor .

OPTIONAL POUR - BOTTOM SLAB The Bottom Slab may be poured continuously, at the option of the Contractor, with the use of a Preformed Metal keyway conforming to the keyway dimensions and location as shown on the plans. The keyway length shall be full width of the bottom slab. Care shall be taken to maintain proper alignment of the keyway during the pour sequence. All additional costs of this option shall be borne by the Contractor.

b. Place z1 bars thru construction joint between ba"els as shown on Standard Plate No. 460. 10. Quantity shown is for one construction joint.

Sym!Abl.

(Outlet shown, Inlet similar by rotation.) ~ Box Culvert

/1 1, s

j8 ~p1

I

8 X eyway yp.

p1-

~

2" 3"K (T )

- -• • - - r

- - - - r

'tna ' q8

I I

kB

... r1i.w. ' ' o.f.0 •""· I I

- ~pt I

I I p1@ 18" -

I I

I ifr:18

q8 '

I ,11 -- - - f-

' l

\ \ \ . \ 1

\ \ J8 -P

s8

p1

ELEVATION

9" I'

f,_ p1 ...

q8 ~ ' ~

~ k8 (§) .,

@18" ~ (1l

~ ,..__

;.... ;....

2'-3"

26'-3"

13' - 1 ½" 12' - O"

10 Spaces@ 12" = 10' - O"

p1@ 18"

h8

I

9" ·I: I'

w8

1'-4½"--;-~~~

10 Spaces@ 12" = 10' - O"

27'- 3"

FB BARREL HALF SECTION (8' - 0" Maximum Fill)

13' - 1 ½"

Opt. Const. Jt. (Typ.)

10Spaces@

12" = 10'-0"

b.

STATE OF


S.D. P 0079(85)160

REINFORCING SCHEDULE (For Two F8 Ba"el End Sections at 45' - O'J

Mk. No. Size Length Type Bending Details

h8 296 4 14' -3" 17A j8 196 6 24'-9" Str.

L k8 184 5 21' -3" 17

m8 180 5 27' - O" Str. ~ar n8 216 5 26'-0" Str. p1 302 4 45'-3" Str. ~~ q8 360 5 8'-0" 17A s8 196 6 9'-6" Str.

hBI F~"I ~ ~ wB 112 4 29'-3" S11A z1 72 5 3'-6" Str. Type 17A

Type S11A

I ~·-11~· (a

6~[ I l-11", ITyp. Type 17

OPTIONAL kB SPLICE DETAIL

Contractor may use optional reinforcing steel splice, as shown. The cost of the additional reinforcing steel shall be borne by the Contractor.

NOTES: All dimensions are out to out of bars.

Request for additional reinforcing steel splices at points other than those shown, must be submitted to the Engineer for prior approval. If additional splices are approved, no payment will be allowed for the added quantity of reinforcing steel.

EST/MA TED QUANTITIES

4'-0" q8

I' 'I

I Type 17A

ClassA45 Reinforcing Structure ITEM Concrete, Excavation,

Box Culvert Steel Box Culvert

UNIT Cu. Yd. Lb. Cu. Yd.

2 - F8 Barrel End Sections 45'- O" 243.6 42489 75.7

LEGEND FOR PLACING RE-STEEL

B. T.S. - Bottom of To Slab T.B.S. - To of Bottom Slab B.B.S. - Bottom of Bottom Slab O.F.O. W. - Outside Face of Outside Wall

I.F.O.W. - Inside Face of Outside Wall M. W. - Middle Wall

FS BARREL END SECTION DETAILS (45' - O")

FOR



P 0079(85)160 HL-93

BUTTE COUNTY


DECEMBER2019 0 oF@

E10 E12

Sta 148 + 90.40 Offset 46. 00' Rt.

Elev. 2840. 13'

Sta 148 + 53.13 Offset 46.00' Rt.

Elev. 2839.76'

Sta 147 + 94.00 Offset 49.00' Rt.

Elev. 2837.78'

Type B Drainage Fabric

PLAN (Riprap Layout)

Sta 148 + 40.00 Offset 89. 00' Rt. Elev. 2826.68'

96'-5"

20'-11½," 50'-1"

25'-0 ½," 25'-0½,"

Elev. 2836. 71 ~ Box Culvert

I

Elev. 2826.64

Type B Drainage Fabric

SECT/ONA-A (Box Culvert not shown)

74'- 83/e"

16' - 11 ½6" 35'-1 Yii" 17' - 6 3/,6" 17' - 6 3/,6"

Sta 148 + 40.00 Offset 109.00' Rt. Elev. 2826. 72'

Sta 148 + 30.00 Offset 109.00' Rt. Elev. 2826. 72'

Sta 148 + 15.64 Offset 109.00' Rt. Elev. 2832.40'

Elev. 2834.95

Elev. 2832.40

14'-43/,s"

Class C Riprap

ESTIMATED QUANTITIES ITEM I UNIT I QUANTITY

Class C Riprap I Ton I 570.8 Type B Drainage Fabric I Sq. Yd. I 590

* For estimating purposes only, a factor of 1.4 tons/cu.yd. was used to convert Cu. Yds. to Tons.

~ Box Culvert

I

SECTIONB-B (Box Culvert not shown)

20'-0"

10'-0" 10'-0"

~ Box Culvert

I

I

SECTIONC-C (Box Culvert not shown)

STATE OF

S.D.

22'-7 1:Y,s"

22'-03/s"

PROJECT

P 0079(85)160

25'-4 ½,"

Elev. 2837.81

Elev. 2837. 72

RIPRAP DETAILS

FOR


Elev. 2838.88

2 - 12' X 12' BOX CULVERT (C.I.P.) OVER FROG CREEK STA. 148 + 40.00 STR. NO. 10-352-100


P 0079(85)160 HL-93

BUTTE COUNTY


DECEMBER2019 0 oF@

E11 E12

¾" 1 ¼"

Year Plate See Note 2 (c)

17"

2½" 1" 2 ½" 1" 2½" 1" 2½"

g [OJ PLACE PLACE

APPROPRIATE APPROPRIATE

NUMBER NUMBER

HERE HERE

YEAR PLATE DETAILS

GENERAL NOTES: 1. Year plates of the general dimensions shown shall be constructed on all

box culverts and bridges. The year plates shall be constructed in reverse and attached to the forms in such a manner that the finished imprint in the concrete does not exceed one-half(½) inch in depth.

2. Year plates shall be located on structure (s) as follows:

1 ¼"

a. On cast-in-place box culverts the year plates shall be four and one - half (4 1/2) inches below the top of the upstream parapet wall and centered laterally on the upstream face. On precast box culverts the year plate shall be centered laterally on the upstream face of the top stab. Where an extended interior wall inter1eres with this location, the year plate shall be centered in an adjacent barrel.

b. On bridges with six (6) inch curbs or "Jersey" shaped barriers with no

¾"

endb/ocks, the year plate shall be centered vertically on the curb face approximately six (6) inches from the end of the bridge, or as designated by the Engineer. On bridges with "Jersey" shaped barrier endb/ocks, the year plate shall be centered on the upper sloped portion of the barrier approximately 5'- 6" from the end of the bridge, or as designated by the Engineer. There shall be one year plate at each end of the bridge on opposite sides.

c. When the plans specify that both the original date of construction and the date of reconstruction are to be shown, one date shall be placed as fisted above and the other located adjacent to it. Both year plates shall be shown at each end of the bridge on opposite sides.

3. There will be no separate measurement or payment made for year plates on box culverts and bridges. All costs for this work shall be incidental to other contract items.

End Bridge

End Bridge

~

~

1-, ~

=-~

~

Year Plate See Note 2 (c)

JERSEY BARRIER (With Endblock)

JERSEY BARRIER TYPEBCURB

Published Date: 2nd Dtr. 2020

s D D 0 T

YEAR PLATE DETAILS

June 26.2012

PLATE NUMBER

460.02

Sheet I Of I

t=------s: u:

. ------ "'

6" z1 bars spaced@ 12" (Typ.)

6'

LU ~ i (/)

ii

z1 bars spaced@ 12" 6" (Typ.)

TYPICAL SINGLE BARREL VIEW A - A

LEGEND FOR PLACING RE-STEEL I. F. W - Inside Face Wall

t=------6' z1 bars spaced @ 12"

(Typ.)

z1 bars spaced @ 12"

(Typ.)

I

\ [

p

STATE OF

S.D.

\--------------~------------

,-.

pbars@ 18"-

,. F. ""· "

I I

A

I

-

PROJECT

P 0079(85)160

z1

-z1@

- 2" X

18" ( /. F. W. )

3" Keyway (Typ.)

z1

!--------------I \

\__p w 1'-9" I 1'-9"

7

ELEVATION

RISE ,, X,,

3'- O" 3" 4'- O" 9"

5'- O" 6"

6'- O" 3" 7'- O" 9"

8'-0" 6"

9'-0" ~" 10'- O" 9" 11'- O" 6" 12'- O" 3"

GENERAL NOTES: 1. z1 bars shall be placed in the

middle of the 2" X 3" keyway in the top and bottom slabs. z1 bars shall be lapped with the longitudinal p bars in the inside face of the wall for outside walls and in either face for interior walls. z1 bars are listed and included elsewhere in plans.

2. Drainage Fabric Protection shall be placed in accordance with Section 422, or Section 560, whichever is applicable.

TYPICAL MULTIPLE BARREL VIEW A - A


s D D 0 T

BOX CULVERT BARREL TIE REINFORCEMENT

June 26. 2012

PLATE NUIIBER

460.10

Sheet I of I


2 - 12' X 12' BOX CULVERT

G)oF@ STR. NO. 10-352-100

DECEMBER 2019

E12 E12

Eyebolt (See EYEBOL T DETAILS)

x--x--x--x x--x--x--x ==~~:.._ ______ _ - x x--:----"I,.

"

Flowline Box Culvert

' ·-- _.J

DETAIL FOR FENCE ANCHORS

GENERAL NOTES:

1. The fence and post details shown are for illustrative purpose only. The fence shall be as specified elsewhere in the plans.

2. Eyeballs shall be placed on all of the box culvert wing walls.

3. Eyeballs shall be r,, inch diameter and shall conform to AS TM A307. VIEWA -A 4. Eyeballs, nuts, and concrete inserts shall be galvanized in accordance

with AASHTO M232 (ASTM A 153). Concrete inserts of corrosion resistant material need not be galvanized. Len th of E ebolt

5. Cast-in-place eyebolts shall have a nut attached, be 4 ½ inches (Min.) in length and shall be embedded such that the eye of the bolt is flush with the concrete surface. (See Eyebolt Details) As an alternate, cast-in-place concrete inserts, capable of developing the full strength of the r,, inch diameter threaded eyebolt, may be used and shall be set in the concrete in accordance with the manufacturer's recommendations. The eyebolt shall be of sufficient length to develop its full strength. The eye of the eyebolt shall be flush with the concrete surface.

6. The cost for furnishing and instaffing eyeballs and/or concrete inserts shall be incidental to various contract items. EYEBOL T DETAILS


s D D 0 T

FENCE ANCHORS FOR BOX CULVERT WING WALLS

December 23.2012

PLATE NUMBER

620.16

Sheet I of I

STATE OF

S.D.

PROJECT

P 0079(85)160


2 - 12' X 12' BOX CULVERT

@)oF@ STR. NO. 10-352-100

DECEMBER 2019

s.d. section e: structure plansapps.sd.gov/hc65c2c/ebs/lettings/electronicplans/07jr...e1 e12...

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