total south e1 e6 section e: structure plans plotting date: by:...

Section E: Structure Plans

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT SHEET

P 0445(00)74 E1

TOTAL SHEETS

E6

8/30/2019 Revised By: BF 12/28/2018

INDEX OF SHEETS -

END P 0445 00 74 DEADWOOD AVENUE

ST A. 20+86.9

WEST

T2N

T1N

Sheet E1 Sheet E2 Sheet E3 to E6

BEGIN P 0445 00 74 DEADWOOD AVENUE

STA. 9+22.00

...J w

...J > 6 <{

General Layout with Index Estimate of Quantities Reinforced Concrete Retaining Wall

C: 0) -0 ui " i C:

·~ 0 C: 0)

~ 1S

~

FOR BIDDING PURPOSES ONLY

SECTION E - ESTIMATE OF QUANTITIES

Section E Estimate of Quantities

BID ITEM NUMBER

ITEM

420E0300 Structure Excavation, Retaining Wall

421 E 1000 Fooling Undercut

462E0100 Class M6 Concrete

480E0200 Epoxy Coated Reinforcing Steel

680E0040 4" Underdrain Pipe

680E2500 Porous Backfill

LUMINAIRE POLE FOOTINGS

QUANTITY UNIT

53 CuYd

39 CuYd

83.4 CuYd

9,502 Lb 380 Ft

16.4 Ton

New luminaire pole footings will be installed on the front face of the reinforced concrete retaining wall and the type C wall in the following locations:

1. 17+08.4-44.7'L 2. 19+02.5-41.S'L

The Contractor is to verify the location of the proposed luminaire pole footings.

All reinforcing steel within the sidewalk around the luminaire pole footings shall be cut and bent as necessary to avoid conflicting with the luminaire pole footings.

All materials and work necessary to cut and bend reinforcing steel to avoid luminaire pole footings shall be incidental to the contract unit price per pound for "Epoxy Coated Reinforcing Steel".

1-----:---:--:-:-:::-:-::-:-:-:---i...::=~.JS~HE~EI::TSW I STATE OF I PROJECT I SHEET I TOTAL

SOUTH II DAKOTA p 0445( 00 )74 I E2 I E6

Plotting Date: 11/13/2019 Revised By: RS 11/12/2019


220' - O" (Along Front Face of Wall)

20'- 0" 150' - O"

to Ty~e B DrDJ' Inlet at 1 +47 - Lt. _jr Connect 4" Underdrain P!f/

See ect,on / Sta. 16+50.00 - 46.67' Lt. / Sta. 17+00.00- 46.67' Lt. / Sta. 17+50.00 - 46.67' Lt.

r-\_ Front Face of Wall

I I

Contraction Jt. (Typ.) J: I V Expansion Jt. (Typ.) I Begin Wall I I Sta 16+30.00 -

46.67' Lt.

I I ~ Front Sidewalk

I Contraction Joints 20'- 0" 25'-0" 25'-0" 25' -0" 25' -0" 25'- 0"

Expansion Joints 20'- 0" 50' - 0" 50'-0" 50'-0"

PLAN

50'-0"

17'-5Ya" 32'-6%"

.r Back Face of Wall

~ ta. 1~+00.00 ~ ?· 18+17.42 6·67 Lt. I 46.67' Lt.

25'-0" 25'-0" I 25'-0"

50' -0"

STATE OF

S.D.

PROJECT

P 0445(00)74

SHEET NO.

E3

TOTAL SHEETS

E6

Plotting Date: 8/30/2019 Revised By: BF 12/28/201 8

r 4" Underdrain Pipe End behind i{fe C Wall at 19+5 Lt.

_J

IT-Sta 18+50.00 -5.48' Lt.

-- ~ ------------------------~ - t -----------------~ ------------------------------------------- ~ --------------------------------------------- ~ --ct

16+00 17+00 18+00 19+00

Top of Wall Elev. 3311 .70

Top of Wall Elev. 3314.48


i..-- Contraction Jt. (Typ.)


Expansion Jt. (Typ.)

Top of Sidewalk Elev. 3307. 70

_______ -----------------, 1-------------------------~ ~ :t:g Undercut Limits

(0 :i ~

i g, ELEVATION

l

INDEX OF REINFORCED CONCRETE RETAINING WALL SHEETS -Sheet No. 1 - General Drawing Sheet No. 2 - Elevation Drawing Sheet No. 3 - Details Sheet No. 4 - Details and Quantities

EST/MA TED QUANTITIES ITEM UNIT

Structure Excavatina. Retainina Wall CuYd Footing Undercut CuYd Class M6 Concrete, Miscellaneous CuYd Epoxy Coated Reinforcing Steel Lb 4" Underdrain Pipe Ft Porous Backfill Ton

QUANTITY

53 39

83.4

9502 380 16.4



Top of Sidewalk Elev. 3316.51

GENERAL DRAWING

FOR

REINFORCED CONCRETE RETAINING WALL

STA. 16+30 - 46.67'L TO ST A. 18+50 - 45.40'L PCN 06WX

SEC. 34 - T2N - R7E P 0445(00)74

PENNINGTON COUNTY

S. D. DEPT. OF TRANSPORTATION

JANUARY2019 8 oF0

DESIGNED BY CK. DES. BY DRAFTED BY BF/RS RS/BF BF

BRIDGE ENGINEER


£_ ,___ __________ b_1_0_-_ 1_3_S~p_a_ce_s_a_t _18_"_=_1_9_' -_6_" _________ ___,,,...,

~

Sta. 16+30.00 Expansion Joint

\

I

b5 b1 -

__,_

~ b2 \

\

I , b8 - 33 Spaces at 18"

~ = 49' -6" ~

rr --


b8 -b3 -

I

r-

-- -------------- ---- --~ b13

\~-~--~--~--~---~--~-~~~~ ,,.,,,,,.c .. .,,,,,. ~ b13

Wall in Section B (Typ.)

----\_ b3

4" --

er Detail on Sheet 4


b12 -

\ \

b6 - 13 Spaces at 16" = 17' - 4"

b1 -

~ b13

b12 - 29 Spaces at 8" = 19' - 4"

b13 - 29 Spaces at 8" = 19' - 4"

b1 4

bl

b2 \ ~ I

'

b1

16" 12· b8 - 37 Spaces at 16"

4• = 49' - 4" i:j -- - --Sta. 16+50.00 Expansion Joint

b8 -b3 -

I

'

b13 - 74 Spaces at 8" = 49' - 4"

I' b8 - 33 Spaces at 18"

= 49' - 6" -Ir Sta. 17+00.00

Expansion Joint

I

('

220·- o·

~~' -- Ir·

b8 - 33 Spaces at 18" = 49' - 6"

Sta. 17+50.00 Expansion Joint Sta. 18+00.00

Expansion Joint

----- ------------

I E

----

T

~ b13 \- b3

ELEVATION (FRONT FACE)

220·- o·

~ b13

b3

b8 - 37 Spaces at 16" b8 - 37 Spaces at 16" = 49' - 4" = 49' - 4"

4" Ir Sta 17+00.00 Expansion Joint

~~· 4•

_,... f, Sta. 17+50.00 Expansion Jomt Sta. 18+00.00

Expansion Joint

I I ~

b13 - 74 Spaces at 8" = 49' - 4" b13 - 74 Spaces at 8" = 49' - 4"

ELEVATION (BACK FACE)

\ ---

b3

b3 -

STATE OF

S.D.

Plotting Date:

b11 - 33 Spaces at 18" = 49' - 6"

PROJECT

P 0445(00)74

SHEET NO.

E4

TOTAL SHEETS

E6

8/30/2019 Revised By: BF 12/28/201 8

r Sta. 18+50.00

&-,~~~

----------------------------------- \_ b3 ~ b13

~ b13 Tie to Type C Retaining Wall from Section B (Typ.)

sheet Detail on Sheet 4

b9 - 37 Spaces at 16" = 49' - 4" r Sta. 18+50.00 --~~ b3 -

---+-----+-~-+----1--+---+-++--a->----lf---+------+---+----+------a-i

b3 ~ b13

~ b13 b4 -

b12 - 74 Spaces at 8" = 49' - 4"

b13 - 74 Spaces at 8" = 49' - 4"

4• k-4•

k-

ELEVATION DRAWING

FOR



SEC. 34 - T2N - R7E P 0445(00)74

PENNINGTON COUNTY


JANUARY2019 0 oF0


BRIDGE ENGINEER


)'2"Preformed Expansion Joint

Filler

Concrete Curb and Gutter


8'-0"

Stations and Offsets are based upon this point

b5

SEC.A-A

"' 't:,

1l [ , "'~ f'.1-"'"' .Q

"' .Q

~

~

SEC. C-C

"' ·~ ~

~ )(

't:, ~

1l C,

"'. 1o i~ II f'.1- l: "'"' .Q ,... .Q

Porous Backfill

4" Slotted Corrugated Polyethylene Drainage Tubing

Footing Undercut Backfill

b1 bars spaced at 12" Max.

"' 't:,

1l "'' ~~ f'.1 1ii )(

"' ~ .Q

"' C, .Q

1o

~ II

l:

~

Porous Backfill

4" Slotted Corrugated Polyethylene Drainaga Tubing


See Detail "C"

b3 bars spaced at 12· Max.

Construction Joint


,...

.

DETAIL "C" SECTION OF KEYWA Y

SHOWING CONSTRUCT/ON JOINT BETWEEN WALL AND FOOTING

~ 1ii 't:, a, l.)

"' g. f'.1 "' .Q

"' .Q

SEC. B-B

STATE OF

S.D.

PROJECT

P 0445(00)74

SHEET NO.

E5

TOTAL SHEETS

E6

Plotting Date: 8/30/2019 Revised By: BF 12/28/2018

~ 1ii

} 't:, a, l.)

~ C,

~ 1o II .Q l: "' .Q

Porous Backfill

4" Slotted Corrugated Polyethylene Drainage Tubing


b3 bars spaced at 12" Max.

DETAILS

FOR



SEC. 34 - T2N - R7E P 0445(00)74

PENNINGTON COUNTY


JANUARY2019 0 OF0


BRIDGE ENGINEER


Specifications:

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 Specificaitons, and Special Provisions as included in the Proposal.

Retaining Wall:

1. All concrete shall be Class M6 and conform to Section 462 of the Specifications.

2. All reinforcing steel shall conform to ASTM A615, Grade 60.

3. Use 2 inch clear cover on all reinforcing steel except as shown.

4. A % inch chamfer shall be provided on all exposed retaining wall edges.

5. The maximum expansion joint spacing shall be 90 feet and the maximum contraction joint spacing shall be 30 feet. The contraction and expansion joints shall be placed to match pavement or curb joints where possible.

6. The exposed retaining wall surfaces shall receive a rubbed finish in accordance with 460.3L of the Specifications. The exposed surface of the retaining wall footing, when used as a sidewalk, shall receive a broom finish.

7. All costs for furnishing and installing the preformed expansion joint filler and bituminous paint shall be incidental to the contract unit price per cubic yard for "Class M6 Concrete".

8. Structure Excavation, Retaining Wall: This quantity is equal to the volume of concrete below the top of the footing (sidewalk surface).

9. Backfill the excavated area within the backs/ope behind the wall with excavated onsite soils. Gypsum will not be allowed. Granular material behind the wall is not desired since it may provide a conduit for water to migrate under the footing and causing gypsum that is present at depth to dissolve creating a void.

Underdrain:

1. An underdrain system shall be installed behind the wall as shown and detailed on the General Drawings. The underdrain system shall consist of 4 inch diameter slotted corrugated polyethylene tubing installed behind the wall and 4 inch diameter corrugated polyethylene tubing from the end of the wall to the outlet located at 15+47. Care shall be taken near the ends of the wall to ensure positive drainage.

2. The polyethylene tubing shall conform to Section 990 of the Specifications.

3. All costs involved in furnishing and installing the 4 inch diameter slotted corrugated polyethylene tubing and 4 inch corrugated polyethylene tubing shall be included in the contract unit price per foot for •4• Underdrain Pipe.·

Foundation Preparation:

1. The Spearfish Formation consists of red sandy shale, wtih siltstone, and sandstone with interbedded gypsum and minor limestone. Textural classification typically is a clay-silt. Gypsum varies from thin stringers to massive depostis over 30 feet thick. Gypsum is considered a soft rock and may require extra effort to excavate. Excavations into the Spearfish Formation shall be constructed upon within a reasonable time period. If the excavation is left open to the elements, the formation will desiccate and lose bearing and frictional capacities.

2. Excavation limits into the backs/ope for retaining wall construction shall be kept to the minimum required. Construction activities shall be sequenced to minimize the amount of time the temporary backs/ope is left exposed. A Y;,:1 slope should remain globaly stable over short-term retaining wall construction activities. Runoff shall be directed away from the retaining wall location during construction and final grading shall address surface flow so water does not pond behind or above the wall.

3. Undercut the wall footing area to 6" below the bottom of the wall. The limits of the undercut shall extend from the front of the footing to 1' behind the back of the wall. Backfill the undercut with granular material meeting the requirements of aggregate base course in Section 882 of the Standard Specifications for Roads and Bridges, 2015 Edition. Compact the material according to Section 120.3 B.3.a. Footing Undercut will be paid for at the contract unit price per cubic yard. Payment will be full compensation for equipment, labor, tools and incidentals required for undercutting footing and for furnishing, placing, watering and compacting backfill material. The basis of payment will be for plans quantity.

% "x % "Deep Groove, Made with Standard

Grooving Tool

ELEVATION VIEW CONTRACTION JOINT FOR FOOTING

Hot Poured Elastic Joint Sealer

Bituminous Coat to Prevent Bonding

b1, b3

~-~ d1, No. 5 Smooth Bar Y;, "Preformed Align with b 1 or b3 Expansion Joint bar. Provide Filler 1/2" foam plug at both ends of bar

ELEVATION VIEW EXPANSION JOINT FOR FOOTING

Hot Poured Elastic Joint Sealer


~~~ d1, No. 5 Smooth Bar Align with b 1 or b3 bar. Provide 1/2" foam plug at both ends of bar

1 Type C Wall (see Section BJ ~ • Preformed Expansion Joint Filler

ELEVATION VIEW OF FOOTING TIE TO TYPE C WALL

Polyethylene Sheeting 1 (full wall height) \

2'-6" >-e------------

b6, b 7, b8, b9

b1, b2, b3, b4, b5 1' - 3"

Back Face r/J b1, b2, b3, b4, b5

b1, b2, b3, b4, b5

Y;, • Preformed Expansion Joint Filler

PLAN VIEW CONTRACT/ON JOINT FOR WALL

Polyethylene Sheeting 1 (full wall height) \

2'-6"


b6, b7, b8, b9

r/J

r/J r/J r/J

----------1' - 3" b1, b2, b3, b4, b5

Back Face b6, b 7, b8, b9

b1, b2, b3, b4, b5

b6, b7, bB, b9

b1, b2, b3, b4, b5

d1, No. 5 Smooth Bar Align with b1, b2, b3 b4 or b5 bar, provide 112" foam plug at both ends of bar

b6, b7, b8, b9 b1, b2, b3, b4, b5

b6, bl, b8, b9

d1, No. 5 Smooth Bar Align with b1, b2, b3 b4 or b5 bar, provide 112" foam plug at both ends of bar

b1, b2, b3, b4, b5

b6, b7, b8, b9


PLAN VIEW EXPANSION JOINT FOR WALL

% • Chamfer


Type C Wall (see Section BJ


PLAN VIEW OF WALL TIE TO TYPE C WALL

STATE OF

S.D.

PROJECT

P 0445(00)74

SHEET NO.

E6

TOTAL SHEETS

E6

Plotting Date: 8/30/2019 Revised By: BF 12/28/2018

REINFORCING SCHEDULE FOR REINFORCED CONCRETE RETAINING WALL

Mk. No. Size Length Type Bending Details

b1 18 4 19' - 9" Str. b2 2 4 10' - 3" Sir.

{L b3 84 4 49'-9" Sir. b4 2 4 53'-11" Str. b5 2 4 19' - 9" Str. b6 7 4 9'- 1" Str. b7 1 4 5' - 6" Str. b8 216 4 5'-8" Sir. b9 19 4 9'-3" Str. 1 ? - 5·: lb12

b10 7 4 9'-4" Str. Type 17A b11 17 4 9'-4" Sir. b12 330 5 5'- 7• 17A b13 330 5 9'-4" Str.

b4 1 }9'-5Y;,;

1

, 14'-5W,

d1 92 5 1· - o· Str.

\

b11 3'-8" 5'-8" \

b1C 3'-8" 5'-8" b4 1 , 39' - 5W, I 14'-5 Y;,"

b9 3' - 7 Y;,· 5'- 7 Y;," e: ;a

b6 3'-8" 5'-5"

(0 ~ -0) :.; .Q .Q .Q

\ ~ .....

\ ..... ..... -:i :i :i :i (.) (.) (.) (.)

b6 4 ' -6" 4' - 7"

b9 4'- 7" 4'-8"

b1C 4'- 7" 4'-9"

b11 4' - 7 1/2" 4' - 8 1/2"

NOTES: All Bars to be Epoxy Coated. All dimensions are out to out of bars.

r/J See cutting diagram.

DETAILS AND QUANTITIES

FOR

I

I


~


SEC. 34 - T2N - R7E P 0445(00)74

PENNINGTON COUNTY


JANUARY2019 0 oF0


BRIDGE ENGINEER


total south e1 e6 section e: structure plans plotting date: by:...

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