SECTION B: GRADING PLANSapps.sd.gov/HC65C2C/EBS/lettings/electronicplans/04PG... · 2020-01-07 · Remove Light Pole Remove Light Pole Remove and Reset Pedestrian Bridge Handrails

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

16A

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SECTION B: GRADING PLANS

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Standard PlatesB26-B34

Curb Ramp LayoutB19-B25

Pavement Removal LayoutB14-B18

Plan and Profile SheetsB8-B13

LegendB7

Control DataB6

Horizontal Alignment DataB5

Pavement, Curb and Gutter, and Sidewalk QuantitiesB4

Estimate with General Notes & TablesB2-B3

General Layout with IndexB1

INDEX OF SHEETS

BEGIN GRADING

Station c 35+50

END GRADING

Station 10+00

Station a 175+69.90 AH

Station 10+77.00 BK =

EQUATION

EQUATIONEQUATION

Station b 192+02.84 AH

Station a 191+84.03 BK =Station c 27+60.73 AH

Station b 195+92.39 BK =

B1 B34

B2 B34

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SECTION B ESTIMATE OF QUANTITIES

BID ITEM ITEM QUANTITY UNIT

NUMBER 009E0010 Mobilization Lump Sum LS

009E3220 Reestablish Right-of-Way and Property Corner 107 Each

009E3250 Miscellaneous Staking 1.206 Mile

009E3300 Three Man Survey Crew 40 Hour

110E0300 Remove Concrete Curb and/or Gutter 591 Ft

110E1010 Remove Asphalt Concrete Pavement 152.1 SqYd

110E1100 Remove Concrete Pavement 77.5 SqYd

110E1140 Remove Concrete Sidewalk 420.7 SqYd

250E0020 Incidental Work, Grading Lump Sum LS

380E3520 6" PCC Approach Pavement 6.4 SqYd

380E4050 8" PCC Fillet Section 76.8 SqYd

410E0030 Structural Steel , Miscellaneous Lump Sum LS

451E6080 Adjust Water Valve Box 5 Each

650E0060 Type B66 Concrete Curb and Gutter 603 Ft

651E0040 4" Concrete Sidewalk 4,725 SqFt

651E0540 4" Colored Concrete Sidewalk 21 SqFt

651E5000 Sidewalk Drain 14.5 Ft

651E7000 Type 1 Detectable Warnings 240.0 SqFt

998E0100 Railroad Protective Insurance Lump Sum LS

UTILITIES

The Contractor will be aware that the existing utilities shown in the plans were surveyed prior to the design of this project and might have been relocated or replaced by a new utility facility prior to construction of this project, might be relocated or replaced by a new utility facility during the construction of this project, or might not require adjustment and may remain in its current location. The Contractor will contact each utility owner and confirm the status of all existing and new utility facilities. The utility contact information is provided elsewhere in the plans or bidding documents.

INCIDENT AL WORK, GRADING

Station 10+15 a180+55

a181+80

L/R L R

L

Remarks Remove Light Pole Remove Light Pole Remove and Reset Pedestrian Bridge Handrails on Pedestrian Bridge Approach

REMOVAL OF EXISTING CONCRETE PAVEMENT

Existing asphalt concrete and/or existing asphalt concrete patch work that was placed above the existing concrete pavement is included in the quantity for "Remove Concrete Pavement" . The Contractor will dispose of the concrete pavement and asphalt concrete at a site approved by the Engineer.

The existing 6-inch P.C.C. Fillets are typically reinforced longitudinally and transversely. The longitudinal wires are No. 4 gauge rebar and are spaced 12 inches center to center and the transverse wires are No. 4 gauge rebar and are spaced 24 inches center to center. This information is from original construction plans and actual pavement thickness may vary.

TABLE FOR ADJUSTMENT OF WATER VALVES

Station 10+15 - L a178+10-L a178+50 - L a180+55 - R a181 +80 - L

Adjustment Raise 0.11 ' Raise 0.03' Raise 0.37' Lower 0.18' Lower 0.36'

COLORED CONCRETE FOR SIDEWALK

The colored concrete will have the integral color Solomon Brick Red #417 or an equal approved by the Engineer.

ColorFlo Liquid Color Color #417 Red Solomon Colors, Inc. www.solomoncolors.com

Brick Red requires a rate of 12.50 pounds of Solomon ColorFlo #417 Red per cubic yard of concrete. The colored concrete must be cured according to the manufacturer's recommendations with two coats of a non-yellowing acrylic curing and sealing compound. The curing and sealing compound will meet ASTM C309. The curing and sealing product will be DECRA-SEAL or an equal approved by the Engineer.

DECRA-SEAL W.R. Meadows, Inc. 1-800-342-5976 www.wrmeadows.com

White pigmented cure will not be used . The Contractor will protect the colored concrete to ensure white pigmented curing compound will not come in contact with the colored concrete . All costs for furnishing , handling, applying the curing and sealing compound, and liquid integral color, including the materials, equipment, labor, and incidentals necessary will be incidental to the contract unit price for "4" Colored Concrete Sidewalk".

I STATE OF I PROJECT I SHEET I TOTAL SOUTH lr---------,1_::::::.:....w IS!!;!!HE~ET~s...J

DAKOTA P 016A(14)55


8" PCC FILLET SECTIONS

Payment for "8" PCC Fillet Section" will be based on plans quantity. If additions or reductions to the area of PCC fillet sections are ordered by the Engineer, payment will be made in accordance with the contract unit price per square yard for "8" PCC Fillet Section".

ASPHALT REMOVAL

The general limits of asphalt removal are 1 foot beyond the proposed curb and gutter and or fillet. This limit was used as the basis for the estimated quantity of "Remove Asphalt Concrete Pavement".

6" WIDE VERTICAL CURB BEHIND SIDEWALK

There are locations behind and beside new sidewalk and curb ramps that call for a 6" wide vertical curb with a maximum height of 12" (See Curb Ramp Detail Sheets). The 6" wide vertical curb shall be constructed according to the specifications given in Detail Don Standard Plate 651.03 (Type 3 Curb Ramp), regardless of the type of curb ramp installed in these quadrants.

All costs to construct the 6" wide vertical curb with a maximum height of 12" shall be incidental to the contract unit price per square foot for "4" Concrete Sidewalk."

CONCRETE SIDEWALK ADJACENT TO BUILDINGS

When placing sidewalk adjacent to buildings, the elevation of the new sidewalk may be either higher or lower than the existing sidewalk. This may require that modification be made to building exteriors, such as removal of siding, installation of flashing, etc. Building modifications shall be approved by the Engineer. All costs associated with modifying buildings for sidewalk placement shall be incidental to the contract unit price per square foot for the corresponding concrete sidewalk bid item.

STRUCTURAL STEEL, MISCELLANEOUS

A 2"x4" Hollow Structural Section (HSS) with a thickness of%" will be placed underneath the concrete sidewalk at locations listed below to maintain gutter drainage. The weight of the HSS is 8.81 lb/ft with a total weight of 468.42 lbs. of steel needed . All costs to furnish and install the item will be incidental to the contract lump sum price for "Structural Steel, Miscellaneous".

Location a175+85.72 - 33 .63' L to a176+02.75 - 33.68' L a178+00.61 - 33.42' L to a178+19.93 - 33.44' L a178+04.54 - 33.72' R to a178+21 .36 - 33.68' R

Length (Ft)

17.03 19.32 16.82

Totals :

Weight (Lbs)

150.03 170.21 148.18

468.42

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B3 B34TYPE 1 DETECTABLE WARNINGS

Detectable warnings will be in compliance with the Americans with Disabilities Act regulations.

The detectable warnings will be installed according to the manufacturer's installation instructions.

A concrete thickness equal to the adjacent concrete sidewalk thickness and 2 inches of granular cushion material will be placed below the Type 1 Detectable Warnings . When concrete is placed below the detectable warnings then the concrete thickness will be transitioned at the rate of 1" per foot to match the adjacent concrete sidewalk thickness .

The detectable warnings will be a brick red color for application in concrete curb ramps. Cast iron plates may be a natural patina (weathered steel).

When Type 1 Detectable Warnings are specified, the Contractor will furnish and install only one of the products listed in the Type 1 Detectable Warnings table.

TABLE OF CONSTRUCTION STAKING (See Special Provision for Contractor Staking)

Roadway and Description Begin End Length Station Station (Ft)

US 16A (Mill & AC Surfacing, Sidewalk and ADA Curb 0+83 e 22+72 6368.69 Ramps)

PUBLIC LANDS SURVEY SYSTEM, RIGHT OF WAY, AND PROPERTY CORNERS

The Contractor will have a Land Surveyor, licensed in the State of South Dakota, to set, reestablish or verify public land survey system (PLSS) corners, right of way (ROW) corners, and property corners as directed by the appropriate SD DOT Region Land Surveyor. It is estimated that 107 ROW and property corners will be set, reestablished, or verified for this project. The Contractor's Land Surveyor, under the direction of the Region Land Surveyor, will set, reestablish, or verify all corner monuments after surfacing and fencing operations are completed in accordance with the PUBLIC LAND SURVEY SYSTEM CORNERS section and the RIGHT OF WAY AND PROPERTY CORNERS section in Chapter 8 of the SD DOT Survey Manual.

http://www.sddot.com/busi ness/desig n/docs/su rvey/sm chap8. pdf

All costs associated with furnishing and installing PLSS caps, rebar, and all other materials associated with setting, reestablishing, or verifying PLSS, ROW corners, and property corners in accordance with the SDDOT Survey Manual will be incidental to the contract unit price per each for "Reestablish Public Lands Survey System Corners" and/or "Reestablish Right of Way and Property Corners".

Length (Mile)

1.206

Totals:

Type 1 Detectable Warnings

Product

Detectable Warning Plate Cast Iron Plate

Detectable Warning Plate Cast Iron Plate

Detectable Warning Plate Cast Iron Plate(No Coating)

Miscellaneous Staking Quantity

(Mile)

1.206

1.206

Manufacturer

Neenah Foundry Company Neenah, WI 800-558-5075 http://www.neenahfoundry.com/

Deeter Foundry Lincoln, NE 800-234-7466 http://www.deeter.com/

East Jordan Iron Works, Inc. 301 Spring Street East Jordan, Ml 49727 800-626-4653 http://www.ejiw.com

I STATE OF I PROJECT I I TOTAL t-----------i...:S::_::HE=ET:....J__JS:!;!!HE~ET~S--1

SOUTH 1· 1 1 DAKOTA P 016A(14)55


SIDEWALK DRAINS

At the locations noted in the Table of Sidewalk Drains, drainage from adjacent buildings will be carried through the sidewalk to the gutter. The sidewalk drains will be constructed in accordance with the details shown on standard plate 651 .50.

TABLE OF SIDEWALK DRAINS

Length Station L/R (Ft) a175+70 L 8.8 a176+75 R 5.7

Totals: 14.5

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B4 B34PAVEMENT, CURB AND GUTTER, AND SIDEWALK QUANTITIES I PROJECT I I TOTAL

s~~:~~F 1r-----------i...:::SH:.:.:E:ET:.._j.2?SH~E~ET~s--1 DAKOTA P 016A(14)55 I I


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Remove Install

Concrete Concrete

Asphalt Concrete PCC Fillet

Concrete Curb PCC Curb and/or

Pavement Concrete

Sidewalk Section and Gutter Approach Concrete Sidewalk Detectable Warnings

Gutter Pavement Type Pavement

8" 866 6" 4" - Colored 4" Type 1

Intersection Quadrant Ft SqYd SqYd SqYd SqYd Ft SqYd SqFt SqFt SqFt

Swanzey Street (10+40) Northeast 7 11.0 4.1 16.6 33 149 10.0 Southeast 12 13.1 6.7 14.6 43 202 10.0

West 3.0 3.0

Station a 176+00 East 28 18.5 18.8 10.7 14 268 10.0 West 22 2.5 25.3 22 227 10.0

Station a 177+00 East 1.2 11 West 23 2.6 13.1 23 3.4 87

Station a 178+00 East 27 18.8 18.3 9.8 14 274 10.0 West 25 17.8 16.6 10.6 11 246 10.0

Station a 179+00 East 21 2.4 13.4 22 120 West 18 1.9 15.0 18 21 114

Station a 181+00 East 19 2.1 22.9 19 206 10.0 North 49 7.3 18.8 28.1 5.8 51 386 10.0 C:

C) "O

East 17 2.2 4.1 17 39 ci (.) Cl)

:0

Winter Street (a 182+15) Northwest 17 1.8 10.3 17 92 10.0 "' !:: East 25 2.8 18.6 25 167 20.0

(!) Cl.

South 7 0.7 3.8 7 34 10.0 i C: C:

Southwest 17 1.9 10.3 17 92 Cl)

~ C'

West 17 1.9 9.5 17 84 ~ "E ;

Station a 186+00 East 39 4.3 21.8 39 196

Station a 188+00 East 38 3.5 ~

20.9 38 187 u:

Fifth St. (b 194+40) East 2.8 25 10.0 West 15 1.6 8.1 15 126 10.0

Station c 30+00 North 19 11.4 6.3 17.5 9.3 15 259 10.0 South 23 9.7 6.1 18.3 7.6 20 250 10.0

Station c 32+00 North 8 5.0 2.7 7.3 4.8 8 70 10.0 East 11 4.6 3.2 8.4 4.6 11 84 10.0

South 17 2.0 10.2 17 94 10.0 West 20 4.3 10.1 20 109 10.0

Cemetery Roadway (c 35+00) East 13 5.2 3.4 11.8 5.2 13 135 10.0 West 13 1.4 13 165 10.0 South 25 10.1 5.7 20.1 8.3 26 225 20.0

Total: 591 77.5 152.1 420.7 76.8 603 6.4 21 4725 240.0

E e LL "O Q)

"' £

B5 B34HORIZONTAL ALIGNMENT DATA I STATE OF I PROJECT I SHEET I TOTAL 1----------i...:=--1-~sH~EE~Ts--1

SOUTH 1· 1 1 DAKOTA P 016A(14)55

Plotting Date: 09/05/2019

MAINLINE 0 0 <:'!

Type Station Northing Easting

POB 0+54.23 584704.769 1153599.983

TL= 412.37 S 13°03'07" E

PC 4+66.60 584303.057 1153693.109

Pl 7+13.12 R = 723.59 Delta = 37°37'38" R 584062.904 1153748.782

PT 9+41.79 583838.713 1153646.257

EQNBK 10+77.00 583715.751 1153590.024

EQNAHD a 175+69.90 583715.751 1153590.024

TL= 219.22 s 24°34'31" w Pl a 176+53.90 583639.356 1153555.088

TL= 352.18 S 27°25'04" W

PC a 180+06.09 583326.733 1153392.917

Pl a 180+68.65 R = 230.00 Delta = 30°25'58" R 583271.200 1153364 .11 0

PT a 181+28.25 583237.910 1153311 .142

TL= 220.53 S 57°51 '02" W

PC a 183+48.78 583120.561 1153124.430

Pl a 185+60.87 R = 358.10 Delta= 61 °16'26" L 583007.701 1152944.860

PT a187+31.74 582795.988 1152957 .525

TL= 95.80 S 3°25'24" E

PC a 188+27.54 582700.360 1152963.245 C Cl "O

Pl a 190+25.46 R = 249.11 Delta = 76°56'01" L 582502.798 1152975.063 t,i 0 :c

PT a 191+62.03 582469.645 1153170.182 ~ g EQNBK a 191+84.03 582465.960 1153191.870

(!) a. ;;

EQNAHD b 192+02.84 582465.960 1153191.870 C C CD C.

TL= 214.45 S 80°21 '25" E <=' C.

'E PC b 193+95.30 582433.722 1153381 .605 -:

Pl b 195+02.62 R = 480.00 Delta= 25°12'26" R 582415.744 1153487.413 ~

EQNBK b 195+92.39 582362.291 1153563.817 u:

EQNAHD C 27+60.73 582362.291 1153563.817

PCC C 27+74.81 582354.416 1153575.488

Pl C 30+09.80 R = 235.00 Delta = 89°59'51" R 582220.135 1153768.332

PT C 31+43.94 582027.285 1153634.060

TL= 288.88 s 34 °50'52" w PC C 34+32.82 581790.207 1153468.994

Pl C 35+83.12 R = 286.48 Delta = 55°22'04" R 581666.857 1153383 .112

PT C 37+09.66 581667.422 1153232.810

TL= 1332.50 N 89°47'05" W

POE C 50+42.16 581672.430 1151900.322

The coordinates shown on this sheet are based on the South Dakota State Plane Coordinate System. South Zone (NAO 83/11 ); epoch 2010.00; Geoid 12A; SF = 0.9997110453

B6 B34

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CONTROL DATA HORIZONTAL AND VERTICAL CONTROL POINTS

POINT STATION OFFSET DESCRIPTION NORTHING EASTING ELEVATION CP1 Not on project Rebar 590555.674 1150523 .861 4773.20 CP2 c40+55 48' R Rebar 581716.312 1152887. 794 4427.76 CP3 c34+26 43' L Rebar & cap 581771 .111 1153508.090 4392.97 CP4 c29+46 37' L Rebar & cap 582225.135 1153706.112 4389.32 CPS b193+75 37' L Rebar & cap 582473.987 1153368.345 4378.71 CP6 a187+20 32' L Rebar 582808.866 1152989 .244 4364.49 CP7 a182+20 111 ' L Rebar & cap . Existinq property corner in asphalt. 583091 .166 1153286.036 4361 .89 CPS a179+31 25' L PK nail 583381.500 1153449 .921 4360.50 CP9 a176+50 23' L PK nail 583632.960 1153577.718 4355.77

CP10 a177+00 32' R Larqe spike 583613.057 1153505 .181 4356.04 CP11 10+67 40' R Larqe spike 583741.411 1153558.198 4355.36 CP12 9+38 35' L Larqe spike 583827.984 1153680.359 4355.36

16A-056.88 9+82 42' L Brass disk On Northwest wingwall of bridge. NGS 583819.808 1153591 .343 4356.66 Benchmark, PIO AC5557

16A-056.93 9+26 50' R Aluminum disk On concrete median. NGS 583873.470 1153606.566 4356.51 Benchmark, PIO AC5558

16-049.78 Not on project HARN point at Keystone Wye. Galvanized steel 597327.263 1147624.047 5070.84 pipe in sleeve

The coordinates shown on this sheet are based on the South Dakota State Plane Coordinate System. South Zone (NAO 83/11 ); epoch 2010.00 Geoid12A; SF= 0.9997110453 The elevations shown on this sheet are based on NAVO 88.

I STATEOF I PROJECT I SHEET I SOUTH I P 016A(14)55 I I DAKOTA


TOTAL SHEETS

C: C)

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DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

OH

B

A

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BT

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C

M

T

TV

T

T

M

W

R

R

GB

P PS

WC

Anchor

Antenna

Approach

Assumed Corner

Azimuth Marker

Bench Mark

Bearing Tree

Box Culvert

Bridge

Brush

Buildings

Bulk Tank

Cattle Guard

Cemetery

Centerline

Cistern

Clothes Line

Commercial Sign Double Face

Commercial Sign One Post

Commercial Sign Overhead

Commercial Sign Two Post

Concrete Symbol

Creek Edge

Curb/Gutter

Curb

Dam Grade/Dike/Levee

Ditch Block

Drainage Profile

Drop Inlet

Edge Of Asphalt

Edge Of Concrete

Edge Of Gravel

Edge Of Other

Edge Of Shoulder

Elec. Trans./Power Jct. Box

Fence Barbwire

Fence Chainlink

Fence Electric

Fence Misc.

Fence Rock

Fence Snow

Fence Wood

Fence Woven

Fire Hydrant

Flag Pole

Flower Bed

Gas Valve Or Meter

Gas Pump Island

Grain Bin

Guardrail

Gutter

Guy Pole

Haystack

Hedge

Highway R.O.W. Marker

Rockpiles

Rock And Wire Baskets

River Edge

Riprap

Retaining Wall

Reference Mark

Rebar With Cap

Rebar

Railroad Trestle

Railroad Track

Railroad Switch

Railroad Signs

Railroad R.O.W. Marker

Railroad Profile

Railroad Milepost Marker

Railroad Crossing Signal

Public Telephone

Property Stone

Property Pipe With Cap

Property Pipe

Propane Tank

Power Tower Structure

Power Pole And Transformer

Power Pole

Power Meter

Power And Telephone Pole

Power And Light Pole

Playground Swing

Playground Slide

Pipe Without End Section

Pipe With Headwall

Pipe With End Section

Parking Meter

Overhead Utility Line

Overhang Or Encroachment

Misc. Post

Misc. Property Corner

Microwave Radio Tower

Merry-Go-Round

Manhole Water

Manhole Telephone

Manhole Storm Sewer

Manhole Sanitary Sewer

Manhole Misc

Manhole Gas

Manhole Electric

Mailbox

Lawn Sprinkler

Lake Edge

Irrigation Ditch

Iron Pin

Interstate Close Gate

Satellite Dish

Septic Tank

Shrub Tree

Sidewalk

Sign Face

Sign Post

Slough Or Marsh

Spring

Stream Gauge

Telephone Fiber Optics

Telephone Junction Box

Telephone Pole

Television Cable Jct Box

Television Tower

Test Wells/Bore Holes

Traffic Signal

Trash Barrel

Tree Belt

Tree Coniferous

Tree Deciduous

Tree Stumps

Triangulation Station

Underground Electric Line

Underground Gas Line

Underground Sanitary Sewer

Underground Storm Sewer

Underground Tank

Underground Telephone Line

Underground Television Cable

Underground Water Line

Warning Sign One Post

Warning Sign Two Post

Water Fountain

Water Hydrant

Water Meter

Water Tower

Water Valve

Water Well

Weir Rock

Windmill

Wingwall

Witness Corner

State and National Line

County Line

Section Line

Quarter Line

Sixteenth Line

Property Line

Construction Line

R. O. W. Line

New R. O. W. Line

Cut and Fill Limits

Control of Access

New Control of Access

Street Marker

Subsurface Utility Exploration Test Hole

HG

G

P

S

S

T

TV

W

T/F

Underground High Pressure Gas Line

Regulatory Sign Two Post

Regulatory Sign One Post

Guide Sign One Post

Guide Sign Two Post

Deck Edge

Doorway Threshold

(After Property Disposal)Proposed ROW

BBQ Grill/ Fireplace

Misc. Line

Remove Concrete Pavement

Remove Concrete Sidewalk

Remove Concrete Driveway Pavement

Remove Asphalt Concrete Pavement

Remove Concrete Approach Pavement

Remove Concrete Median Pavement

Remove Concrete Curb

Remove Concrete Curb and Gutter

Remove Concrete Gutter

Detectable Warning

with 1.5% slope

and 30" x 48" Clear Space

Pedestrian Push Button Pole

ESSEnvironmental Sensitive Site

Drainage Arrow

LEGEND B7 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

7+00

8+009+00

10+00

a 176+00

a 177+00

EQNBK10+77.00EQNAHDa 175+69.90

R

R

R

Lot AB1

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a 1

75+73.0

4-5

3.5

1'

a 1

75+72.8

4 47.8

2'

a 1

75+84.3

8 49.1

0'

10+68.4

7-5

3.6

1'

R 723.59'

L 475.19'

T 246.52'

E 1153748.78

N 584062.90

PI 7+13.12

E 1153555.09

N 583639.36

PI a 176+53.90

Lot 2

BLOCK 12

Lot 1

TRACT A

Lot 10

Lot 9

Lot 8

BLOCK 13

Lot 7

ADDITIONHARNEY

KEYSTONE

Lot 6

eniL .W.O.R

eni

L .

W.O.

R

eniL .

W.O.R

eni

L .W.

O.R

Lot 11

Lot 10

perm

anent access e

ase

ment

Lot 6

BLOCK 14

Lot 7

ADDITIONHARNEY

Lot 8

Lot 9

Lot 3R2

Swanzey Street

Metal RailingDo Not Disturba 175+73-52' R

Timber WallDo Not Disturba 175+85-50' R

StairsDo Not Disturba 176+00-45' R

DoorwayDo Not Disturba 176+83-40' R

RampDouble Doors &Do Not Disturba 176+98-39' R

Keystone SignDo Not Disturb9+98-37' L

eniL .W.O.R

Fire HydrantDo Not Disturb10+06-65' L

Drop InletDo Not Disturba 175+73-34' R

Drop InletDo Not Disturba 175+73-34' L

StairsDo Not Disturb10+63-44' L

StairsDo Not Disturba 176+00-42' L

10+06.8

3-5

2.6

4'

10+04.8

7-4

3.9

0'

10+05.9

6-5

2.1

9'

10+06.3

6-5

3.5

2'

9+96.1

4-3

2.3

3'

9+90-3

2.5

8'

10+04.1

5 51.2

5'

a 1

76+37.0

2-3

9.9

1'

10+30.3

0-4

2.3

0'

10+04.0

4-5

7.9

5'

10+05.9

6-5

2.1

9'

Present S

D H

wy. 40

Old Hill City R

oad

Winter Street

ADDITIONHARNEY

ADDITIONSWANZEY

R.O.W. Line

10+50.8

2-5

4.3

9'

10+54.7

5-4

4.2

5'

10+67.9

2-4

3.8

2'

(INFORMATION ONLY)Rapid-Keystone Company

(INFORMATION ONLY)U.S. Forest Service

(INFORMATION ONLY)Karen Jean Boland

(INFORMATION ONLY)William Richard LyleLynda Rae Lyle &

(INFORMATION ONLY)Zuri A. GreenChristopher R. Connelly &

103 sq ft, more or lessTemporary Easement containing9+90 to 10+04.15 LParcel 1

5 sq ft, more or lessTemporary Easement containing10+04.04 to 10+07.10 LParcel 1

153 sq ft, more or lessTemporary Easement containing10+50.82 to 10+68.47Parcel A1

Parcel A6

Black Hills Central Railroad Co.

Parcel 3

Black Hills Central Railroad Co.

157 sq ft, more or lessTemporary Easement containinga 175+72.62 to a 176+01.88 RParcel 3

51 sq ft, more or lessTemporary Easement containinga 175+72.84 to a 175+84.38 RParcel A6

eniL .W.O.R

LOT PV1

eniL .W.O.R

Parcel 1

a.k.a.Town of KeystoneCity of Keystone

eni

L .W.

O.R

79'

79'

Parcel A1

Presidential Hospitality, LLC

Present US Hwy 16A

OmittedParcel A2

Old West Holdings, LLP

(Incidental Work, Grading)Remove Light Pole10+15 L

Station 10+00

BEGIN GRADING

10+07.1

0-5

3.9

1'

eni

L .W.

O.R

a 1

75+72.6

2-4

1.2

6'

a 1

75+79.4

4-5

4.1

7'

a 1

75+96.3

9-4

5.1

2'

a 1

76+01.8

8-4

0.6

5'

a 1

75+88.0

7-4

5.3

1'

B8 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

a 178+0

0

a 179+0

0

a 180+0

0

a 181+00

a 182+00

a 183+00

P

& 4

7'

a 1

80+75-4

1.6

8'

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a 1

82+73-3

2.5

0' & 3

8'

a 1

82+47-3

2.7

9' & 3

8'

a 1

81+93-3

3.3

9' & 3

8'

a 1

81+66-3

3.6

9' & 3

8'

a 1

78+29-3

9.7

5' & 4

6'

(INFORMATION ONLY)Black Hills Souvenirs & Gifts, Inc.

(INFORMATION ONLY)Fred L. Nielsen

a 1

78+39-3

9.8

4' & 4

5'

a 1

78+71-4

0.1

5' & 4

5'

50' W

inter St

reeteniL .W.O.R

TRACT BR

ADDITIONHARNEY

BLOCK 15

20' Wide D

rainage Easement TRACT A

Lot 1X

Lot 2X

ADDITIONHARNEY

Lot 3

BLOCK 13

Lot 4R

Access E

ase

ment

7.3' W

ide P

edestria

n

Lot 5R

KEYSTONE

Lot 6

Lot 6

Lot 5

Lot 4

ADDITIONHARNEY

Lot 3

Lot 2

BLOCK 14

Lot 1

eni

L ytr

ep

orP

Lot 1

TRACT A

BLOCK 16

A61 .ywH S

U tneser

P

Lot 3

Lot 2

TRACT B

TR

AC

T C

R.O.W. Line

R.O.W.

Line

Winter Stre

et

A61 .ywH SU tneserP

R 230.00'

L 122.17'

T 62.56'

E 1153364.11

N 583271.20

PI a 180+68.65

Lot 7

Canopy PostsDo Not Disturba 180+65-41' L

Pedestrian BridgeDo Not Disturba 181+80-36' L

GuardrailDo Not Disturba 181+95-32' L

GuardrailDo Not Disturba 182+32-32' L

RailingDo Not Disturba 182+59-35' R

DoorDo Not Disturba 180+58-45' L

Canopy ColumnDo Not Disturba 178+69-41' L



DoorDo Not Disturba 180+55-40' R

RailingDo Not Disturba 178+10-40' L

ColumnsDo Not Disturba 178+10-40' R

a 1

77+95-3

9.4

7' & 4

6'

a 1

78+31-3

9.1

9' & 4

6'

a 1

78+74-3

8.8

5' & 4

2'

Light PoleDo Not Disturba 178+00-36' R

a 1

79+94.0

3-3

4.8

8'

a 1

79+94.1

4-4

0.2

4'

a 1

79+82.1

4-4

0.2

4'

a 1

80+71-3

8'

a 1

80+53-4

0'

& 4

2'

HARNEY ADDITION

(INFORMATION ONLY)Rapid-Keystone Company

(INFORMATION ONLY)Keystone Boardwalk, LLC

(INFORMATION ONLY)Borglum Historical Center, Inc.

(INFORMATION ONLY)Zuri A. GreenChristopher R. Connelly &

(INFORMATION ONLY)Karen Jean Boland

Parcel A7

Bruce Uhrig & Kathryn A, Uhrig

(INFORMATION ONLY)Limited Partnership IDurst Real Estate

Parcel 2

Property Living TrustCarol McDonald South Dakota

89 sq ft, more or lessTemporary Easement containinga 180+61 to a 180+75 LParcel A5

240 sq ft, more or lessTemporary Easement containinga 177+95 to a 178+31 RParcel A7



79'

79'

73'

88'

112'

Grizzly Bear Creek

Lot 22A (REV)

Lot 22B (

RE

V)

245 sq ft, more or lessTemporary Easement containinga 177+91 to a 178+29 LParcel A3

67 sq ft, more or lessTemporary Easement containinga 178+39 to a 178+52.10 LParcel A3

93 sq ft, more or lessTemporary Easement containinga 178+52.08 to a178+71 LParcel A4

a 1

77+91-3

9.3

9' & 4

6'

a 1

80+61-4

5'

& 5

4'

a 1

81+02-3

3.3

6'

& 3

8'

a 1

80+84.7

2-3

2.8

6'

a 1

80+86.9

8-3

8'

a 1

80+70.6

9-3

2.6

6'

a 1

80+66.0

8-3

9'

a 1

80+49.7

7-3

7.0

8'

a 1

80+24-3

9.3

3'

& 4

4'

Vacate

d F

ourth Street

Parcel A3

Kay SiemonsmaParcel A4

Peco Kid, LLC

Parcel A5

Triconn, LLC

Parcel A9

Peco Kid, LLC

Parcel A10

KL Lodging, LLC

246 sq ft, more or lessTemporary Easement containinga 180+24 to a 180+86.98 RParcel A9

68 sq ft, more or lessTemporary Easement containinga 180+84.72 to a 181+02 RParcel A10

Parcel A8

Peco Kid, LLC


a 1

78+42-3

9.1

0' & 4

2'

constructionto be moved by city during Fire Hydrant & Water Valvea 178+00 L

(Incidental Work, Grading)Remove Light Polea180+55 R

FenceDo Not Disturba 179+81-35' L to 180+47-35' L Rock

Do Not Disturba 179+08-30' L

(INFORMATION ONLY)Patricia Elley

Decortive Amusement HorseDo Not Disturba 178+10-40' L

Light PoleDo Not Disturba 177+99-35' L

(Incidental Work, Grading)PedestrianBridge HandrailsRemove & Reseta 181+80-40' L

a 1

78+52.1

0-4

5'

a 1

78+52.0

8-4

0.4

4'

B9 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

a 183+00

a 184+00

a 185+00

a 186+00

a 187+00

a 188+

00

a 18

9+00

PT

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Present US Hwy. 16A

R 358.10'

L 382.96'

T 212.09'

E 1152944.86

N 583007.70

PI a 185+60.87

Lot PL

ADDITIONHARNEY

R.O.W. Line

R.O.W. Line

Block 16

(INFORMATION ONLY)City of Keystone


Grizzly Bear Creek

Lot 1Lot 2Lot 3

Lot 4Lot 5

Lot 6

Lot 7

Lot 8

Lot 9

Lot 10

Steel RailingDo Not Disturba 187+84-32' L to a 188+22-33' L

KEYSTONE

B10 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

a 190+00

a 191+00

a 191+81

b 193+00

b 194+00

b 195+00 b 195+32

EQNBKa 191+8

4.03

EQNAHDb 192+02.8

4

TT

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R 249.11'

L 334.49'

T 197.92'

E 1152975.06

N 582502.80

PI a 190+25.46

R 480.00'

L 211.17'

T 107.32'

E 1153487.41

N 582415.74

PI b 195+02.62

KEYSTONE

Lot 6Lot 5Lot 4R

Lot 7Lot 8

Lot 9 Lot 10

BLOCK 17

eniL .W.O.R

TRACT CONVENIENCE

KEYSTONE

TRACT D

SUBDIVISIONW & G JOHNSON

eniL .W.O.R

eniL .W.O.R

Present U

S Hwy. 16A


HARNEY ADDITION

(INFORMATION ONLY)Keystone Convenience, LLC

Lot 18Government

(INFORMATION ONLY)KCJ Development Inc.

1/4 Lin

e

81'84'

Sec. 8 - T2S - R6E

40' Fifth Street

B11 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

c 28+00

c 29+

00

c 30+00

c 31+00

c 32+00

c 33+00

EQ

NB

Kb 195+92.39

EQ

NA

HDc 27+60.73

T

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149'

100'

SWANZEY PLACER M.S. 460

(INFORMATION ONLY)Keystone Beverage Service, LLC

utility easement

R 235.00'

L 369.13'

T 234.99'

E 1153768.33

N 582220.14

PI c 30+09.80TRACT

CONVENIENCE KEYSTONE

eniL .W.O.R

Lot 13

Present US Hwy. 16A

Drop InletDo Not Disturbc 31+99-26' L

Drop InletDo Not Disturbc 31+100-27' R

SignDo Not Disturbc 29+61-39' L

by businessRock to be moved c 30+22-41' L

Fire HydrantDo Not Disturbc 30+25-40' L

Water ValveDo Not Disturbc 30+25-36' L

GOOD FOOD TRACT

(INFORMATION ONLY)Keystone Convenience, LLC

(INFORMATION ONLY)Sleep Land. LLC


BLOCK 21

GOOD SLEEP TRACT

ADDITIONHARNEY

Sec. 8 - T2S - R6E

LOT 11

LOT 10


Lot 18Government

TRACT D

(INFORMATION ONLY)KCJ Developement, Inc.

W & G JOHNSON SUBDIVISION

Government Lot 18

90'

154'

89'

eni

L .W.

O.R

cor. 19

cor. 1

Grizzly Bear Creek

KEYSTONE(INFORMATION ONLY)Rushmore View, LLC

Tract A

Lot 14

ADDITIONHARNEY

B12 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

c 34

+00

c 35+0

0

c 36+00

c 37+00

c 38+00

c 39+00

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Station c 35+50

END GRADING


TRACT D

SUBDIVISIONTRAMWAY

R 286.48'

L 276.84'

T 150.30'

E 1153383.11

N 581666.86

PI c 35+83.12

Tract A

LOT 7

LOT 7

LOT AB-1

Lot 1

Lot 2

TRACT C


Sec. 8 - T2S - R6E

LOT 10

KEYSTONE

Present US Hwy. 16A

Drop InletDo Not Disturbc 34+92-26' R

Drop InletDo Not Disturbc 34+88-27' L

Fiber BoxDo Not Disturbc 34+92-30' R

Power PoleDo Not Disturbc 34+95-30' R

(INFORMATIN ONLY)J K Dean, Inc.

(INFORMATIN ONLY)JMF Properties, LLC

(INFORMATIN ONLY)KCJ Developement, Inc.



Lot 1

16' Ce

metery R

oad

way

16'

Wide E

as

ment for Public A

ccess

150'

147'

104'

119'

100'

155'

100'

119'

119'

100'

Government Lot 18

Grizzly

Bear Creek

63' Access, Parking & Utility Easement

109'119'

B13 B34

9+0010+00 a 176+00 a 177+00

a 178+00a 179+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55PAVEMENT REMOVAL LAYOUT

Winter StreetPresent US Hwy. 16A

Swanzey Street


B14 B34

a 179

+00

a 180

+00

a 181+00 a 182+00a 183+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

Present US Hwy. 16A

Winter Stre

et

PAVEMENT REMOVAL LAYOUT

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B15 B34

a 185+00

a 186+00

a 187+00a 188+00

a 189+0

0

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

Present US Hwy. 16A


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B16 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

b 19

4+00

b 19

5+00

b 19

5+32

c 28+00

c 29+00

c 30+00

c 31+00

c 3

2+00

Present U

S Hwy.

16A

te

ertS

htfiF


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B17 B34

c 31+00

c 32+00 c 33+00 c 34+00

c 35+00

c 36+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

Ce

metery R

oad

way


Present US Hwy. 16A

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B18 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

a 175+95.23-44.96' a 175+81.17-48.70'

Winter StreetPresent US Hwy. 16A

Swanzey Street

10+60.94-39.17'

10+06.72-65.35'

10+06.50-52.47'

3

5

9

10

11

17

18

20

27

23

2412

2

21

10+00 a 176+00a 177+00

Back of Turning Space

10+05.32-43.89' L1

TC Elev (Match Existing)

Begin 25' Rad C & G

10+09.27-35.03' L2

TC Elev 4355.00 (Theor)

Begin 28' Rad C & G

End 25' Rad C & G

10+12.63-40.05' L3

& Type 3M Curb Ramp

Center of Detectable Warning

10+10.31-43.75' L4


Begin Str C & G

10+47.09-48.04' L9

& Type 2M Curb Ramp


10+56.39-35.13' L10

10+04.30-57.44'


Begin Str C & G

a 176+71.46-32.26' R38

22

25

End Ramp Slope

a 175+98.25-34.64' L28

TC Elev 4355.04

Begin 32' Rad C & G

End 28' Rad C & G

10+15.56-55.88' L5

TC Elev 4354.91

Begin Str C & G

End 32' Rad C & G

10+13.40-64.10' L6

16


10+68.89-35.02' L16

19

28

26


End Str C & G

a 176+09.83-32.02' L26

10+61.69-34.90'

39

35

36

CURB RAMP LAYOUT

** Curb Ramp with 7.5% slope and 1.5% cross slope

* Turning Space with 1.5% slope

All sidewalk is 5' wide except as noted.

All curb and gutter shown on this sheet is Type B66 except as noted.Note:

*

***

* **

*

**

*** **

**


End Str C & G

10+11.92-67.78' L7


10+61.39-35.09' L17


Begin Str C & G

a 175+81.65-31.93' L18

TC Elev 4355.39

Begin Mod Fillet

End Str C & G

a 175+84.65-31.94' L19

TC Elev 4355.44

Begin Str C & G

End Mod Fillet

a 176+03.83-32.00' R25

TC Elev 4355.71

Begin 5' Rad Fillet in Mod Fillet

End Str C & G in Mod Fillet

a 175+87.15-26.62' L20

TC Elev 4355.76

Begin Str C & G in Mod Fillet

End 5' Rad in Mod Fillet

a 176+01.36-26.66' L24

30

31

3233 40

8


10+06.88-58.80' L8

*

TC Elev

Begin C & G

End Str C & G

10+74.83-29.80' L12


a 175+95.23-39.64' L27

2"x4" Rectangular HSS

a 175+85.72-33.63' L to a 176+02.75-33.68' L 29

29

15

Sidewalk Drain

a175+70.11-33.78' L15

38

Sidewalk Drain

a176+78.46-34.25' R39


Begin Str C & G

End Str C & G

10+54.57-29.98' L11


Begin Str C & G

End Mod Fillet

a 175+91.28-23.76' L21

& Type 1M Curb Ramp


175+94.32-26.42' L22


Begin Mod Fillet

End Str C & G

175+96.63-23.76' L23

13 14

TC Elev

Begin C & G

End Str C & G

10+76.36-31.78' L13


End Str C & G

a 175+71.09-31.77' L14

6

10+54.07-43.92'

a 176+89.42-36.42'a 176+84.38-36.44'

Asphalt

a 176+89.47-34.22'a 176+84.36-34.22'

6" PCC Approach Pavement

10+06.89-51.69'

14

37

7

34 10+56.43-34.93'

6" PCC Approach Pavement

10+61.70-39.86'

10+56.45-39.96'


a 175+85.04-39.51' R37


End Str C & G

a 175+97.55-31.76' R34


End Str C & G

a 176+94.81-32.21' R40End Ramp Slope

a 175+82.53-37.03' R30

Begin Ramp Slope

a 175+87.53-36.99' R36

End Ramp Slope

a 175+97.59-36.93' R35


Begin Str C & G

a 175+75.32-31.94' R32

Begin Ramp Slope

a 175+75.38-36.86' R31

& Type 3M Curb Ramp


a 175+85.04-34.51' R33

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B19 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

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Winter Street

Present US Hwy. 16A

3

45

11

67

8

14

17

18

24

19 20

21

22 2827

2

13

a 179+00

a 178+00


a 178+11.53-39.41' L11


Begin Str C & G

a 178+43.86-31.78' L13


End Str C & G

a 178+65.63-31.83' L 14


Begin Str C & G

a 178+47.22-31.87' R27


End Str C & G

a 178+64.73-31.88' R28

End of Ramp Slope

a 178+11.53-34.41' L10

End of Ramp Slope

a 178+13.19-39.68' R24

10

25

19


Begin Str C & G

a 177+96.55-31.73' L1


End Str C & G

a 178+24.01-31.76' L9

23

16

15


Begin Str C & G

a 178+00.46-32.04' R15


End Str C & G

a 178+25.43.31.99' R23

CURB RAMP LAYOUT





*

**

*

**

TC Elev 4358.95

Begin Mod Fillet

End Str C & G

a 177+99.54-31.74' L2TC Elev 4359.23

Begin Str C & G

End Mod Fillet

a 178+21.00-31.75' L8

TC Elev 4359.02

Begin Mod Fillet

End Str C & G

a 178+03.46-32.04' R16

TC Elev 4359.25

Begin Str C & G

End Mod Fillet

a 178+22.43-31.99' R22


a 178+13.25-34.68' R25

TC Elev 4359.28

Begin 5' Rad in Mod Fillet


a 178+01.75-27.01' L3TC Elev 4359.57



a 178+18.81-27.04' L7

TC Elev 4359.42



a 178+05.90-26.77' R17

TC Elev 4359.61



a 178+19.96-26.74' R21

12


a 178+00.61-33.42' L to a 178+19.93-33.44' L 12

26


a 178+04.54-33.72' R to a 178+21.36-33.68' R 26

4" Colored Concrete Sidewalk

& Type 1M Curb Ramp


a 178+11.78-26.81' L5


Begin Str C & G

End Mod Fillet

a 178+06.28-24.13' L4


Begin Mod Fillet

End Str C & G

a 178+14.28-24.15' L6


Begin Str C & G

End Mod Fillet

a 178+10.43-23.87' R18

& Type 1M Curb Ramp


a 178+12.93-26.53' R19


Begin Mod Fillet

End Str C & G

a 178+15.42-23.86' R20

B20 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

Winter

Street

Present US Hwy. 16A

21

22

24

25 26

2829

30

31 47 48

a 181+00

a 182+00

a 183+00

& Type 3M Curb Ramp


a 180+68.92-27.50' L4

End Ramp Slope

a 180+75.61-24.90' L7

End Ramp Slope

a 180+68.76-42.00' L8

& Type 2M Curb Ramp


a 181+94.53-28.65' L18

& Type 2M Curb Ramp


a 182+31.17-28.95' L21

End Ramp Slope

a 182+37.92-29.04' L24

Begin Ramp Slope

a180+59.00-30.10' L1


a 180+69.66-30.67' R35

a 180+95.95-32.30'

a 180+81.63-31.87'

a 180+80.20-32.78

a 180+70.69-32.66


End Str C & G

a 182+67.33-23.75' R48

32

33

35

37

41 42 43

46

a 180+57.78-33.39'


End 133' Rad C & G

a 180+96.31-23.65' R33

& Type 3 Curb Ramp


a 181+79.13-26.82' R42


End Str C & G

a 181+88.27-24.1343


Begin Str C & G

a 182+50.65-23.95' R47

232

4

6

8

9

1

7

38

27

35

a 180+50.47-33.59'

a 180+46.97-37.45'

a 180+30.14-39.02'

a 181+76.40-37.22'

a 181+83.54-35.15'

a 182+66.62-32.11' a 182+49.85-32.06'

a 182+50.74-31.63' a 182+67.43-31.60'

a 181+71.65-32.96'

a 181+81.60-32.50'

a 181+83.36-31.79'

a 181+88.20-31.72'

12

13 14 15 1716

18

1920


Begin Str C & G

a 180+58.86-24.93' L2

End Ramp Slope

a 180+66.70-30.00' L3

Begin Ramp Slope

a 180+71.13-30.01' L5


End Str C & G

a 180+75.52-30.14' L6

Begin Ramp Slope

a 181+69.46-28.60' L12


Begin Str C & G

a 181+69.47-23.47' L13

End Ramp Slope

a 181+76.46-28.64' L14

Begin Ramp Slope

a 181+81.46-28.64' L16

& Type 3M Curb Ramp


a 181+78.96-26.14' L15


End Str C & G

a181+94.55-23.49' L17


a 181+78.96-31.14' L20


Begin Str C & G

a 182+31.21-23.77' L22


End Str C & G

a 182+37.96-23.83' L23


Begin Str C & G

a 182+49.87-23.91' L25


End Str C & G

a 182+66.59-23.89' L26


Begin Str C & G

a 180+30.02-31.25' R27

36

34

Begin Ramp Slope

a 180+72.56-28.11' R34

End Ramp Slope

a 180+66.86-28.12' R36


a 180-47.75-28.71' R37


a 180-40.28-36.18' R38& Type 3M Curb Ramp


a 180+69.70-25.64' R32

40

39 45

44

End Ramp Slope

a 181+76.64-29.33' R39

Begin Ramp Slope

a 181+71.64-29.90' R40


Begin Str C & G

a 181+71.63-24.18'' R41

Begin Ramp Slope

a 181+81.64-29.31' R44

End Ramp Slope

a 181+88.24-29.26' R45


a 181+79.15-31.82' R46


a 180+68.86-32.50' L9

**

* **

**

*** **

**

******

*

***

*

*

CURB RAMP LAYOUT





1011


Begin Str C & G

a 180+82.28-25.00' L10


End Str C & G

a 180+97.61-24.30' L11

****

TC Elev 4361.75

Begin Mod Fillet

End Str C & G

a 180+38.49-31.13' R28

TC Elev 4361.77

Begin Str in Mod Fillet


a 180+39.50-30.67' R29

TC Elev 4361.88


End Str in Mod Fillet

a 180+42.81-25.99' R30

TC Elev 4361.92

Begin 133' Rad C & G

End Mod Fillet

a 180+47.35-23.56' R31

Existing Bridge

Steepened Sidewalk

End Ramp Slope

a 181+87.29-28.66' L19

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6775

B21 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

Winter Street

Present US Hwy. 16A

1

2

a 186+00

a 187+00

a 188+00

3

4 5

6

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6775

CURB RAMP LAYOUT** Curb Ramp with 7.5% slope and 1.5% cross slope





Begin Str C & G

a 187+83.58-24.77' L3


End Str C & G

a 188+21.54-25.24' L6

TC Elev 4364.90

Begin Str C & G

End Str C & G

a 187+88.27-24.65' L4TC Elev 4362.10

Begin Str C & G

End Str C & G

a 188+17.00-25.28' L5


Begin 356.27' Rad C & G

a 185+33.65-23.40' L1


End 356.27' Rad C & G

a 185+75.12-24.31' R2

B22 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

Winter Street

Present US Hwy. 16A

Fifth Street

b 194+00

b 195+00

1 2

3 4

b 193+95.94-32.13'

*

*

CURB RAMP LAYOUT





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6775


b 194+05.32-34.62' L1


b 194+64.56-34.05' L4


b 194+09.97-34.57' L2


b 194+59.89-34.08' L3

B23 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

U:\rd\prj\p

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6775

Winter Street

Present US Hwy. 16A

1

2

3

4

5

7

6

8

9

10

11

1413

16 25

26

27

28

29

30

31

36

35

34

33

c 30+00

c 31+00

c 32+00


Begin Str C & G

c 31+41.17-23.68' L15


End Str C & G

c 31+55.92-33.88' L18

17

23

20

24

22

& Type 2M Curb Ramp


c 31+83.57-24.39' L24


End Str C & G

c 31+92.29-24.43' L23

Begin Ramp Slope

c 32+00.47-29.63' L 25


Begin Str C & G

c 32.00-60-24.51' L26

& Type 3 Curb Ramp


c 32+09.03-27.31' L27


End Str C & G

c 32+17.60-24.64' L28

End Ramp Slope

c 32+17.47-29.92' L29


c 32+08.90-32.31' L30


Begin Str C & G

c 32+01.21-25.53' R32

Begin Ramp Slope

c 32+01.27-30.77' R31


c 32+10.53-33.26' R36

End Ramp Slope

c 32+21.15-30.66' R35


End Str C & G

c 32+20.23-25.53' R34

& Type 3 Curb Ramp


c 32+21.09-25.54' R33


Begin Str C & G

c 29+57.40-23.86' L1

& Type 2M Curb Ramp


c 29+76.45-33.27' L3


End Str C & G

c 29+81.29-39.15' L5


c 29+66.06-34.78' L6

End Ramp Slope

c 29+70.38.34.08' L7


Begin Str C & G

c 30+08.56-38.81' L8

& Type 2M Curb Ramp


c 30+12.97-32.71' L10

End Ramp Slope

c 30+18.66-33.2014


c 30+23.01-33.69' L 13

TC Elev 4389.32

Begin 15' Rad Fillet

End Str C & G

c 29+68.89-24.13' L2

21

Sidewalk Curb

Sidewalk Curb


Begin Str C & G

c 31+75.61-35.23' L20

*

**

*

***

*

**

***

**

* **

**

12

TC Elev 4389.65

Begin Str C & G

End 13' Rad Fillet

c 30+19.42-23.97' L11

CURB RAMP LAYOUT





32


End Str C & G

c 30+19.42-23.97' L12


Begin Str C & G

End 15' Rad Fillet

c 29+81.09-37.05' L4



End Str C & G

c 30+08.76-35.68' L9


Begin 9' Rad Fillet

End Str C & G

c 31+46.87-23.79' L16


Begin Str C & G

End 9' Rad Fillet

c 31+55.59-31.54' L17

& Type 2M Curb Ramp


c 31+47.83-29.06' L19


Begin 8' Rad Fillet

End Str C & G

c 31+75.53-32.62' L21


Begin Str C & G

End 8' Rad Fillet

c 31+83.54-29.55' L22

**

15

1819

B24 B34

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 016A(14)55

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Winter Street

Present US Hwy. 16A

1

2

34

5

6

7

8

9

10

1113 14

15

16

20

1718

19

2122

23

24

25

c 34+00 c 35+00

12

& Type 3M Curb Ramp


c 34+97.39-27.74' L14

End Ramp Slope

c 35+04.03-30.18' L16


c 34+81.43-35.29' L17

End Ramp Slope

c 34+86.70-33.29' L18

Begin Ramp Slope

c34+90.75-31.80' L19


c 34+97.41-32.74' L20

& Type 2M Curb Ramp


c 35+05.49-28.01' R22

End Ramp Slope

c 35+06.87-35.57' R24


c 35+07.81-40.51' R25

& Type 2M Curb Ramp


c 34+76.99-34.76' L10


Begin Str C & G

c 34+72.29-44.99' L8


End Str C & G

c 34+35.17-38.08' L7

& Type 2M Curb Ramp


c 34+28.75-33.52' L5


Begin Str C & G

c 34+14.12-25.50' L3


c 34+17.85-34.05' L2

End Ramp Slope

c 34+22.85-33.81' L1

TC Elev 4393.10


End Str C & G

c 34+21.58-25.53' L4

TC Elev 4394.85

Begin Str C & G

End 14' Rad Fillet

c 34+85.10-25.11' L11


End Str C & G

c 34+86.98-25.10' L12

Sidewalk Curb

Sidewalk Curb

Match Existing Elevation

CURB RAMP LAYOUT





* *** **

***

**

*

**



c 34+89.66-25.10' L13


End 247' Rad C & G

c 35+04.08-25.03' L15



c 34+97.93-24.79' R21


End 203' Rad C & G

c 35+12.36-25.02' R23


Begin Str C & G

End 13' Rad fillet

c 34+33.40-33.38' L6



End Str C & G

c 34+72.96-37.38' L9

Ce

metery R

oad

way

B25 B34

B26 B34

* (See General Notes)

(T"fi <S• l:'> eorec 'T€Jdi

ICq/ E:. iJs Or dge '-ess Ofp

SECTION A-A

Yi" Preformed Expansion Joint Filler (See standard plate 650.90)

Concrete Curb and Gutter

Sawed Joint to be filled with Hot Poured Elastic Joint Sealer

A Longitudinal Construction Joint without Tie Bars will be used when concrete fillet sections are constructed adjacent to concrete pavement unless shown otherwise in the plans.

€Ive W Preformed Expansion rne,.,f)

Metal Recess Strip

DETAIL B Joint Filler (See standard plate 650.90)

Concrete Curb and Gutter T=Fillet Thickness

GENERAL NOTES:

* If a curb ramp is constructed adjacent to a PCC fillet section, the curb will need to be modified. Refer to the corresponding curb ramp standard plate or other special details in the plans for modification of the PCC fillet section.

Dimensions D, H, and Twill conform to those shown on the appropriate curb and gutter standard plate.

All rebar will be in conformance with Sections 480 and 1010 of the Specifications. All rebar will have a minimum of 3 inches of clear cover.

Class M6 Concrete will be used in construction of the fillets.

The concrete curb will be monolithic with the concrete fillet. No separate payment for this curb will be made as the curb is considered a part of the fillet.

Joints will be constructed at 10-foot intervals except when fillets are constructed adjacent to PCC Pavement. If there is adjacent PCC Pavement the joints will be extended from edge of pavement through the fillet section as directed by the Engineer.

The cost for all materials, labor, and incidentals necessary to construct the PCC fillet section with curb and gutter will be incidental to the contract unit price per square yard for the corresponding PCC fillet section contract item. June 26. 2019

Published Date: 3rd Otr. 2019

s 0 0 0 T

PCC FILLET SECTION WITH TYPE B CURB AND GUTTER

PLATE NUMBER

380.16

Sheet I of I

The minimum elevation of this point will be at the same elevation as the theoretical top of mainline curb elevation.

5'-0" (Min.)

See Detail B

STATE OF SOUTH

DAKOTA

Plotting Date:

Sawed joint filled with hot poured elastic joint sealer

PROJECT

P 016A(14)55

10/24/2019

SECTION A-A Type P Concrete Gutter

* 8" at Commercial Approaches ** Width for 6" high curb is 6' (See standard plate 650.35)

*** Within these areas, the surface of the type A PCC approach pavement will be sloped transitionally as approved by the Engineer.

**


Width of PCC Approach Pavement

Width of Driveway and Type P ** Concrete Gutter D PCC Approach Pavement Limits


Concrete Curb Taper Yi" Preformed Expansion Joint Filler adjacent to Curb Taper

Concrete Curb Taper (See standard plate 650.35) (See standard plate 650.35)

PLAN VIEW GENERAL NOTES:

The concrete for the type A PCC approach pavement and adjacent driveway will comply with the requirements of the Specifications for class M6 concrete unless otherwise stated in the plans.

Contraction joints in the type A PCC approach pavement will be 1 Yi inches deep if formed in the fresh concrete using a suitable grooving tool. If a saw is used to cut the contraction joints, then the depth of the joint will be at least Y.i the thickness of the approach pavement. Additional contraction joints not shown in the Plan View will be spaced as follows:

One joint at the center of the approach for driveways 16 feet to 24 feet wide. Two joints spaced at equal intervals for driveways greater than 24 feet to 40 feet wide.

All costs for furnishing and placing the type A PCC approach pavement and constructing the expansion and contraction joints including labor, equipment, excavation, and materials including the earthen backfill and granular material, will be incidental to the contract unit price per square yard for the corresponding PCC Approach Pavement contract item.


s 0 0 0 T

TYPE A PCC APPROACH PAVEMENT

June 26. 2019

PLATE NUMBER

380.40

Sheet I of I

SHEET TOTAL

SHEETS

C C) "O ai C 0

n Cl) (/)

"' 2 "' 0:: E

6 a. g C

i -:

B27 B34

6" , 2" 24" , r The stated radii on the plans

lf-.---'"----,li---+-a---------=-.:....2_2_" -----~i, and er oss sec t ions ref er to .-.-----~~------ this l ine and i t shall also be

· .,. · ... . ::::;:\ I 1/4 " to '/z" R. ~ the basis for hor izontal · "' il linear foot measurement

·3" R · ·,, \13 1

3 .. R, (Ty p,l and pay ment, . . "' 'Q\ ~--i-.="'=. =-· <l- · ~:_i_ ___ _:5~'l. _:S~la:!::'.p::::_e~-.;-o, -:-~ --;:.,,,- ,,.4!•. ]

I

t> t> t-= <:1 ' ' ' • t>

<3 • .. "'

.<l • "' 2% Slooe · <3 - "' <l ·

Type

B66 B67 B68

B68.5 B69

B69.5 B610

B610.5 B61 I

B61 I .5 B612

32"

T1 (Inches)

6 7

8 8.5 9

9.5 10

10.5 11

11.5 12

T2 (Inches)

I

Cu. Yd. Per

Lin. Ft.

0.057 0.065 0.073 0.077 0.081 0.085 0.090 0.094 0.098 0.102 0.106

GENERAL NOTES1

Lin.Ft. Per

Cu. Yd.

17. 7 15.4 13. 7 13.0 12.3 11.7 11.2 I 0.7 I 0.2 9.8 9.4

When conc rete curb and gutter longitudinally adjoins new concrete pavement, the method of attachment shal I be by one of the methods shown on Standard Plate 380.11.

See Standard Plate 650.90 for e xpansion and contraction joints in the c urb and gutter.


s 0 0 0 T

TYPE B CONCRETE CURB AND GUTTER

September 6, 2008

PLATE NUMBER

650.01

Sheet I of I

I STATE OF I PROJECT I TOTAL 1-------------i.._:SH~E::ET4...,:S~H~EE~TSW

SOUTH 1· 1 DAKOTA P 016A(14)55


~ End and theoretical elevation of top of curb I and gutter shown on plans and cross sections.

1· Curb Transition

•I 33'l. (I" per Ft.l 8. • . 0

" ... - . • -.- .. -:-<> ---,-rr~ .-A - ·-" 0 <) .

'(/ . . b '(/. . C> <l-

. b (1. . b · . . &>, . '(/ . • b . I> "·

.0

\_ Gutter Line

I

* Height of Curb

LONGITUDINAL SECTION OF CONCRETE CURB TAPER


s 0 0 0 T

CONCRETE CURB TAPER

September 14, 2005

PLATE NUMBER

650.35

Sheet I of I

C C) 'O

ai C 0

ti Cl) (/)

"' 2 "' 0:: E

6 a. g C

i -:

B28 B34

Low Modulus * Silicone Sealant Sawed Joint Filled

with Hot Poured Elastic Joint Sealer

I> .

4 4

<1 ' •

• 

I>

SECTIONAL VIEW B

( Curb and Gutter Placed Monolithic with Adjacent Mainline PCC Pavement l

·"' . '_b: ~ <1' ••• •

,;

• I>

I> .

• I>

I>

I> .

,<l ' A. · <l . ' 'I> ' t> ·

I-


CJ I ,Ya" to 114"'

• I>. 't> t>

I>

SECTION A-A

Sawed Joint Filled with Hot Poured Elastic Joint Sealer

Jl.'fa"to 114"'

• I> . I> ' t> ·

I> . ' I> '' t>

• I>. • ,' t> '

t> , ' A I'.> I> I> . • .• t> I> • I> .. • . I> I> t> . I> . ...

I> t:,. ' t> .' t> .

I>

t> . · ~ b

I-

I>.

I>

I>

I> • I>

.<I.·

* The silicone sealant shall be placed such that it completely seals the joint and is bonded to the sides of the clean joint as approved by the Engineer,

I>

• • 

I> I>

 ' t>

A

I>' t> t> I>.

r>. t>. t:,.

<I •

SECTION C-C


s 0 0 0 T

September 6, 2013

PLATE NUMBER

JOINTS IN CONCRETE CURB AND GUTTER 650.90

Sheet I of 2

D

GENERAL NOTES:


112" Preformed Expansion** Joint Filler

SECTIONAL VIEW ( Curb and Gutter at Y2" Preformed

Expansion Joint Filler Location l

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

P 016A(14)55

10/24/2019


SECTION D-0

* The silicone sealant shall be placed such that it completely seals the joint and is bonded to the sides of the clean joint as approved by the Engineer.

For illustrative reason, only the type B curb and gutter is shown.

** A Y2" preformed expansion joint filler shall be placed transversely in the curb and gutter at the following locations:

I, At each junction between the radius return of curb and gutter and curb and gutter which is parallel to the project centerline.

2. At each junction between new curb and gutter and e xisting curb and gutter.

Transverse contraction joints shall be constructed at IO' intervals in the concrete curb and gutter e xcept when the concrete curb and gutter is constructed adjacent to mainline PCC pavement. When concrete curb and gutter is constructed adjacent to mainline PCC pavement, a transverse contraction joint shall be constructed in the concrete curb and gutter at each mainline PCC pavement transverse contraction joint location.

When concrete curb and gutter is not placed monolithically with the mainline PCC pavement or when the adjacent mainline surfacing is not PCC concrete, the transverse contraction joints in the concrete curb and gutter shall be 11/2 inches deep i f formed in the fresh concrete using a suitable grooving tool, If a saw is used to cut the contraction joints, then the depth of the joint shal I be at least 1/ 4 the thickness of the concrete and the joint shal I be sealed in accordance with the details shown above.


s 0 0 0 T

JOINTS IN CONCRETE CURB AND GUTTER

September 6, 2013

PLATE NUMBER

650.90

Sheet 2 of 2

SHEET TOTAL

SHEETS

C C) 'O

ai C 0 n Cl) (/)

"' 2 "' 0:: E

6 a. g C

i -:

B29 B34

The turning space is 5' x 5' unless stated otherwise in the plans. (See Detail El

Top of Curb Romp (TCRl

Bottom of

The edge of the curb and gutter concrete adjacent to the type I detectable warnings shall be straight, but may be curved when using type 2 detectable warnings.

Reference point for location of curb ramp as shown in the plans.

_ Romp (BCRl : --- - - - - -- - - ---- - ----- - - ---- - - ---- - - ___ _J

PLAN VIEW (With 6' + Curb Transition)

Top of Curb Ramp (TCRl

Bock of

Detectable warnings-w,,,""":.:.:l as specified plans.

PLAN VIEW (With 2' Curb Transition)


s 0 0 0 T

of Concrete No.4 Rebar I' -6" Length

1 Drilled and l Grouted nyp.l DETAIL E ii ISOMETRIC VIEW ,,

;i '' ; i

' ' I Curb

(If Turning Space concrete is placed monolithic with surrounding concrete, then this detail is not necessary.)


September 6, 2015

TYPE 1 CURB RAMP (PERPENDICULAR CURB RAMP)

PLATE NUMBER

651.01

Sheet I of 3

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

P 016A(14)55

10/24/2019

Curb ramp slopes ore designed at 7.5% unless stated otherwise in the plans. The curb romp may hove o maximum slope of 8.3% and shall not exceed 15' in length unless stated otherwise in the plans.

The curb ramp length may be computed based on the intersection of o continuous 1.5% theoretical slope from theoretical top of curb (TTOCl with the curb romp using a

* continuous 7.5% curb ramp slope. The elevation of point TCR shall always be higher than the elevation of point TTOC unless specified otherwise in the plans. The curb ramp length dimension as shown in the plans shall be adjusted as necessary to meet al I slope and length requirements based on field geometrics.

The cross slope of the ramp shall not be steeper than 2%. Plans are designed using a 1.5% slope unless stated otherwise in the plans.

** The slope in the turning space shol I not be steeper than 2% in any direction of pedestrian travel. Plans are designed using a 1.5% slope unless stated otherwise in the plans.

*** The curb transition shol I be o minimum of 6' long, a maximum of IO' long, and the curb transition slope shol I not be steeper than I 0% unless stated otherwise in the plans. The curb transition length shall be adjusted as necessary to meet slope and length requirements based on fie Id geometrics.

**** The ramp width is 5' unless stated otherwise in the plans.

(/Ji .:,,:_ (/J - (I) 0 C ~ .:,,:_

~-~ ·- s::. Vl I-

I *Curb Ramp Slope

** Slope Design 7.5% Design 1.5% 8.3% (Max.l 2% (Max.)

Detectable warnings as specified in the plans.

I .curb. I _Povem~n.t and

Gutter '/2" Preformed Expansion Joint Filler (See Specifications and Standard Plate 651.75)

SECTION A-A


Flush

DETAIL D 2'

*** 6' (Min.l •1

• ****5' •1

• *** 6' (Min.l •1

Curb Ramp

' f;~!~r.b .T~a.~si~ir.;;z. ', , . • •f :: :·':, ·.'.~ . .. .. .. .. .. "' .. .. ... .. .. ... .. . SECTIONAL VIEW B-B

****5' 2' Curb Ramp

t ,, · ... ~c;.'.:o;.:''.'~t~,. •; .t


s 0 0 0 T

SECTIONAL VIEW C-C


September 6, 2015

PLATE NUMBER

651.01

Sheet 2 of 3

SHEET TOTAL

SHEETS

C C) "O ai C 0 n Cl) (/)

"' 2 "' 0:: E

6 a. g C

i -:

B30 B34

GENERAL NOTES1

For illustrative purpose only, type I detectable warnings are shown in the drawings.

For illustrative purpose only, PCC fillet sections are shown in the drawings. The curb ramp depicted on this standard plate may be used with a PCC fillet section or curb and gutter.

For ii lustrative purpose only, the curb ramp location is shown at the center of a PCC fillet section. The curb ramp shall be placed at the location stated in the plans.

Sidewalk shall not be placed adjacent to the curb ramp flares when a 2' curb transition is used unless shown otherwise in the plans.

* Care shall be taken to ensure a uniform grade on the curb ramp, free of sags and short grade changes.

Surface texture of the curb ramp shall be obtained by coarse brooming transverse to the slope of the curb ramp.

The normal gutter line profile shal I be maintained through the area of the ramp opening.

Joints shall be sawed or tooled into the concrete adjacent to the detectable warnings to alleviate possible corner cracking.

Care shal I be taken to ensure that the surface of the detectable warnings are clean and maintains a uniform color.

The detectable warnings shall be cut as necessary to fit the plan specified limits of the detectable warnings. Cost for cutting the detectable warnings shall be incidental to the corresponding detectable warning bid item.

There wil I be no separate payment for curb ramps. The curb ramp shal I be measured and paid for at the contract unit price per square foot for the corresponding concrete sidewalk bid item. The square foot area of the detectable warnings shal I be included in the measured and paid for quantity of sidewalk.

If rebar is placed in the Turning Space as depicted in DETAIL E. the cost of the materials, labor, and equipment to furnish and install the rebar shall be incidental to the contract unit price per square foot for the corresponding concrete sidewalk bid item.

The curb transitions and ramp opening shall be measured and paid for at the contract unit price per foot for the corresponding curb and gutter bid item when curb and gutter is used. The curb transitions and ramp opening shall be measured and paid for at the contract unit price per square yard for the corresponding PCC fillet section bid item when a PCC fil I et section is used.

The type I detectable warnings shall be measured to the nearest square foot. All costs for furnishing and installing the type I detectable warnings including labor, equipment, materials, and incidentals shall be paid for at the contract unit price per square foot for "Type I Detectable Warnings",

The type 2 detectable warnings shall be measured to the nearest square foot, All costs for furnishing and installing the type 2 detectable warnings including labor, equipment, and materials, including adhesive, necessary sealant or grout, and necessary grinding shall be paid for at the contract unit price per square foot for "Type 2 Detectable Warnings".


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September 6, 2015

PLATE NUMBER

651.01

Sheet 3 of 3

The turning space is 5' x 5' unless stated otherwise in the plans, (See Detail E on Sheet 2 of 3,)

Top of Curb Ramp <TCR)

Bottom of Curb Ramp <BCR)and reference point for location of curb ramp as shown in the plans.

If greater than 5', then detectable warnings shall be placed as shown in detail D.

rA 1 • ••••S' · 1 Ramp

PLAN VIEW

STATE OF SOUTH

DAKOTA

PROJECT

P 016A(14)55



Back of Curb

shaded area is a transition.

slope ends along this line.

1/2" Preformed Expansion Joint Filler <See Specifications and Standard Plate 651.75)

<With 6'+ Curb Transition)

181 The slope within the transition area shal I not be steeper than 5%. The concrete within the transition shall be placed monolithic with the curb and gutter or fillet section concrete. The concrete thickness within the transition shall be the same as the curb and gutter or fillet section concrete thickness.

*** The curb transition shall be a minimum of 6' long, a maximum of IO' long, and the curb transition slope shall not be steeper than I 0% unless stated otherwise in the plans. The curb transition length shal I be adjusted as necessary to meet slope and length requirements based on field geometrics.

Bottom of Curb Ramp <BCR)

'/2" Preformed Expansion Joint Filler <See Specifications and Standard Plate 651. 75)

181 The shaded areas and area of detectable warnings is a transition.

Detect ab I e warnings in the plans.


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DETAIL D


The edge of the curb and gutter concrete adjacent to the type I detectable warnings shall be straight, but may be curved when using type 2 detectable warnings.

September 6, 2015

TYPE 2 CURB RAMP (DIRECTIONAL CURB RAMP)

PLATE NUMBER

651.02

Sheet I of 3

SHEET TOTAL

SHEETS

C C) "O ai C 0 n Cl) (/)

"' 2 "' 0:: E

6 a. g C

i -:

B31 B34

The turning space is 5' x 5' unless stated otherwise in the plans. (See Detail El

Top of Curb Romp (TCRl

Bottom of Curb Romp (BCRlond reference point for location of curb romp as shown in the plans.

rA 1

• nn5' .1 Romp

No.4 Rebar~~~~-1' -6" Length Drilled and Grouted (Typ,l


DETAIL E ISOMETRIC VIEW

(If Turning Space concrete is placed

If greater than mono I ithic with surrounding concrete, then this detail is not necessary.) 5', then detectable

warnings shol I be placed as shown in detail D.

*

Bock of Curb

••Slope •Curb Romp Slope Design 1.5% De~ign 7.5% Z% (Mox,) 8.3% (Mox.>

shaded area is a transition.

Romp slope ends along this line.

1/z" Preformed Expansion Joint Filler (See Specifications and Standard Pl ate 651. 75)

Detectable warnings as specified in the plans. 1/z" Preformed Expansion Joint Filler (See

Specifications and Standard Plate 651. 75) SECTION A-A

Curb romp slopes ore designed at 7.5% unless stated otherwise in the plans. The curb romp may hove a maximum slope of 8.3% and shall not exceed 15' in length unless stated otherwise in the plans.

The elevation of point TCR shall always be higher than the elevation of point TTOC unless specified otherwise in the plans. The curb romp length dimension as shown in the plans shol I be adjusted as necessary to meet al I slope and length requirements based on field geometrics.

The cross slope of the romp shall not be steeper than 2%. Plans ore designed using a 1.5% slope unless stated otherwise in the plans.

••The slope in the turning space shall not be steeper than 2% in any direction of pedestrian travel. Plans ore designed using a 1.5% slope unless stated otherwise in the plans.

**** The romp width is 5' unless stated otherwise in the plans. September 6, 2015


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PLATE NUMBER

651.02

Sheet 2 of 3

GENERAL NOTES:

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

P 016A(14)55

10/24/2019

For illustrative purpose only, type I detectable warnings ore shown in the drawings.

The curb romp depicted on this standard plate may be used with a PCC fillet section or curb and gutter. The curb romp shall be placed at the location stated in the plans.

Sidewalk shall not be placed adjacent to the curb romp flares when a 2' curb transition is used unless shown otherwise in the plans.

•Core shall be token to ensure a uniform grade on the curb romp,free of sags and short grade changes.

Surface texture of the curb romp shall be obtained by coarse brooming transverse to the slope of the curb romp.

The normal gutter line profile shol I be maintained through the area of the romp opening.

Joints shall be sowed or tooled into the concrete adjacent to the detectable warnings to alleviate possible corner crocking.

Core shall be token to ensure that the surface of the detectable warnings ore clean and maintains a uniform color.

The detectable warnings shall be cut as necessary to fit the pion specified limits of the detectable warnings. Cost for cutting the detectable warnings shol I be incidental to the corresponding detectable warning bid item.

There wil I be no separate payment for curb romps. The curb romp shol I be measured and paid for at the contract unit price per square foot for the corresponding concrete sidewalk bid item. The square foot area of the detectable warnings shall be included in the measured and paid for quantity of sidewalk.

If rebor is placed in the Turning Space as depicted in DETAIL E, the cost of the materials, labor, and equipment to furnish and install the rebor shall be incidental to the contract unit price per square foot for the corresponding concrete sidewalk bid item.

The curb transitions and romp opening shol I be measured and paid for at the contract unit price per foot for the corresponding curb and gutter bid item when curb and gutter is used. The curb transitions and romp opening shall be measured and paid for at the contract unit price per square yard for the corresponding PCC fillet section bid item when a PCC fillet section is used.

All costs for furnishing and installing the transition area at the base of the curb romp shall be incidental to the contract unit price per foot for the corresponding curb and gutter bid item when curb and gutter is used and shall be incidental to the contract unit price per square yard for the corresponding PCC fil I et section bid item when a PCC fil I et section is used.


The type 2 detectable warnings shall be measured to the nearest square foot. All costs for furnishing and installing the type 2 detectable warnings including labor, equipment, and materials, including adhesive, necessary sealant or grout, and necessary grinding shall be paid for at the contract unit price per square foot for "Type 2 Detectable Warnings",


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September 6, 2015

PLATE NUMBER

651.02

Sheet 3 of 3

SHEET TOTAL

SHEETS

C C) "O ai C 0

n Cl) (/)

"' 2 "' 0:: E

6 a. g C

i -:

B32 B34

Transition from -------1 concrete curb edge to concrete sidewalk edge,

PLAN VIEW

'I I, , I

/ I

+-+--Y2" Preformed Expansion Joint Filler / !See Specifications and Standard

-0 §: Plate 651. 75l I.. ·,; d·"!::,

* <P;' () ,

1-...';'

warnings as specified in the plans.

of curb

!With Curved Curb and Gutter)

{

Transition from concrete curb edge to concrete sidewalk edge.

5' (Typ.)

8

Q. E 0 a::

* *

.CJ

""I ~ 3


Sawed or Tooled Joint

PLAN VIEW

1/i" Preformed Expansion Joint Filler !See Specifications and Standard Plate 651. 75)

8


!With Straight Curb and Gutter)


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TYPE 3 CURB RAMP (PARALLEL CURB RAMP)

September 6, 2015

PLATE NUMBER

651.03

Sheet I of 3

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

P 016A(14)55

10/24/2019

* The curb transition slope shal I match the curb ramp slope. Curb ramp slopes are designed at 7.5% unless stated otherwise in the plans. The curb ramp may have a maximum slope of 8.3% at any location of the curb ramp and shall not exceed 15' in length unless stated otherwise in the plans, The curb transitions and curb ramp lengths shall be adjusted as necessary to meet all slope and length requirements based on field geometrics.

** The cross slope of the ramp shall not be steeper than 2% and the ramp width is 5' unless stated otherwise in the plans. Plans are designed using a 1.5% cross slope for the ramp unless stated otherwise in the plans.

*** The slope in the turning space shall not be steeper than 2% in any direction of pedestrian travel, Plans are designed using a 1.5% slope unless stated otherwise in the plans,

**** The turning space is 5' x 5' unless stated otherwise in the plans.

[8J The curb height shall be 6" unless stated otherwise in the plans.

***Slope 1.5% Design 2% !Max.l

Y2" Preformed Expansion Joint Filler !See Specifications and Standard Plate 651.75)


SECTION A-A

DETAIL D

Rebar spaced at l'-3" C. to C.

No. 4 Rebar (Typ,)

DETAIL D ( Use this detail when the curb height is greater than 6" and less than 12" )


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12

DETAIL C

* * * * 5' rurb Tronsifo0nl • T~;~~~g .y.urb Tronsitio01

J * Ramp Slope ~

SECTIONAL VIEW 8-8


September 6, 2015

PLATE NUMBER

651.03

Sheet 2 of 3

SHEET TOTAL

SHEETS

C C) "O ai C 0 n Cl) (/)

"' 2 "' 0:: E

6 a. g C

i -:

B33 B34

GENERAL NOTES:

For illustrative purpose only, type I detectable warnings are shown in the drawings,

For illustrative purpose only, a PCC fillet section is shown in one of the drawings. The curb ramp depicted on this standard plate may be used with a PCC fillet section or with curb and gutter.

The curb ramp shal I be placed at the location stated in the plans.

Sidewalk adjacent to the curb ramp shal I be as shown in the plans.

Care shall be taken to ensure a uniform grade on the curb ramp, free of sags and short grade changes.

Surface texture of the curb ramp shall be obtained by coarse brooming transverse to the slope of the curb ramp.

The normal gutter line profile shall be maintained through the area of the ramp opening.

Joints shall be sawed or tooled into the concrete adjacent to the detectable warnings to alleviate possible corner cracking (see plan view for joint location).

Care shall be taken to ensure that the surface of the detectable warnings are clean and maintains a uniform color.

The detectable warnings shall be cut as necessary to fit the plan specified limits of the detectable warnings. Cost for cutting the detectable warnings shal I be incidental to the corresponding detectable warning bid item.

When curb height is greater than 6" and less than 12", reinforcing steel is required in accordance with the detail on sheet 2 of 3. The reinforcing steel shal I conform to ASTM A615, Grade 60. Cost for furnishing and installing the reinforcing steel shall be incidental to the contract unit price per square foot for the corresponding concrete sidewalk bid item.

There wil I be no separate payment for curb ramps. The curb ramp shal I be measured and paid for at the contract unit price per square foot for the corresponding concrete sidewalk bid item. The square foot area of the detectable warnings and the curb along the short radius shall be included in the measured and paid for quantity of sidewalk.

The curb transitions and ramp opening shal I be measured and paid for at the contract unit price per foot for the corresponding curb and gutter bid item when curb and gutter is used. The curb transitions and ramp opening shal I be measured and paid for at the contract unit price per square yard for the corresponding PCC fillet section bid item when a PCC fillet section is used.


The type 2 detectable warnings shall be measured to the nearest square foot. All costs for furnishing and installing the type 2 detectable warnings including labor, equipment, and materials, including adhesive, necessary sealant or grout, and necessary grinding shall be paid for at the contract unit price per square foot for "Type 2 Detectable Warnings",


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September 6, 2015

PLATE NUMBER

651.03

Sheet 3 of 3

,tj: 4" x 4" x 1/ 4" x 4" Long (Typ,)

~-~.-<(Typ.) 7fG

Plate

SIDEWALK DRAIN COVER ISOMETRIC VIEW OF BOTTOM

Bars spaced IB"C. to C.

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

P 016A(14)55

10/24/2019

I 1/4"

~i i1 "~

'' 6 · ~ >~ DETAIL B

A double thickness (I" total) of Preformed Expansion Joint Filler shall be placed between the drain and the building.

"3 Rebar (Typ.) Length as required with 2" Cl. at ends.

r"3 Rebar (Typ.) 3' Long Bend as shown

Cut sidewalk drain cover

0 I

u N

6" I '-0"

DETAIL A

as necessary for vertical drain. Maintain max. space of 1/ 4" around vertical drain.

Sidewalk Drain Cover

The end of the drain channel ---=~e=::~2---~ See DETAIL A for sectional view of sidewalk drain channel shall be the same shape

adjacent curb face.

GENERAL NOTES:

~~~~~-Curb and Gutter

Concrete shall be Class M6 in accordance with Section 462 of the Specifications,

Reinforcing steel shall conform to ASTM A615, Grade 60.

Structural Steel shall conform to ASTM A36. The sidewalk drain cover shall conform to ASTM A 786.

Welding and weld inspection shal I be in conformance with the current edition of the AWS DI ,I Structural Welding Code-Steel.

The cover plate assembly shall be galvanized after fabrication. Galvanizing shall be in accordance with ASTM Al 23.

All costs associated for providing the required curb cut shall be incidental to the contract unit price per foot for the corresponding curb and gutter bid item.

The sidewalk drain shall be measured and paid for to the nearest tenth of a foot. The length of the drain shal I be measured from the gutter to the necessary end location adjacent to the building, All costs associated with furnishing and installing the sidewalk drain channel and cover including the attachment to the vertical drain shal I be incidental to the contract unit price per foot for "Sidewalk Drain". June 26, 2015


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SIDEWALK DRAIN PLATE NUMBER

651.50

Sheet I of I

SHEET TOTAL

SHEETS

C C) "O ai C 0

n Cl) (/)

"' 2 "' 0:: E

6 a. g C

i -:

B34 B34

See Detail A

I- - - - - - - - - - - - - ;

-- --- - -- - - - --- --- -· 1/z" Preformed Ex pansion Joint Filler

..... : :• =··'.!.' .·.·•.· .•· .. · .·:

* PCC Sidewalk

Granular Cushion

ELEVATION VIEW (PCC Sidewalk without Boulevard)

See Detail A

* PCC Sidewalk

' ---------- -------- Granular Cushion Material

B T

w

*

t. I

I~ '0 I~

i~ '"" I

ELEVATION VIEW (PCC Sidewalk with Boulevard)

Width of boulevard as specified in the plans.

Thickness of PCC sidewalk as specified in the plans.

Width of PCC sidewalk as specified in the plans.

Type as specified in the plans.

Y2" Preformed Expansion Joint Filler

PCC Sidewalk

/ I/ 37.5' (Max,) 75' (Ma x,)

71-------------------------------~ GENERAL NOTES: PLAN VIEW The PCC sidewalk shall be constructed in accordanc e with Section 651 of the Specifications.

*** The cross slope of the sidewalk is designed at 1.5% and the max imum slope allowed is 2% unless specified otherwise in the plans,

The max imum length between e x pansion joints in PCC sidewalk is 75 feet. PCC sidewalk placed adjacent to intersection of roadways shal I have an e xpansion joint placed transversely a maximum of 37.5 feet from the intersection. See PLAN VIEW. An e xpansion joint in PCC sidewalk shal I consist of a 1/z inch thick preformed e xpansion joint filler material placed full depth and width of the PCC sidewalk.

**Large areas of PCC pavement adjacent to PCC sidewalk may require a different joint treatment than shown in the detail. If a different joint detail is necessary, plans will contain the joint detail and the Contractor shal I construct the joint treatment in accordance with the plans.


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PCC SIDEWALK

September 6, 2015

PLATE NUMBER

651. 75

Sheet I of 2

. (> <l •Pee--......· = · · Sidewalk · ..:

~- " "-.· ,, ,, ,, '<-'"

~ Compressible ~ Material .... ·D. S> f6 ::·_.\\ :-.": :<·: . .- \

Granular____,,/' ' S>

Cushion Material ELEVATION VIEW

(PCC sidewalk adjacent to earthen material, landscape rock, or other compressible materials)

STATE OF SOUTH

DAKOTA

Plotting Date:

ELEVATION VIEW

PROJECT

P 016A(14)55

10/24/2019

(PCC sidewalk adjacent to asphalt concrete pavement)

I:~. : d .

Y2·~~~- ~ -I r.:-4 +- :J

------:TT1 . 0 +-• PCc ~ · <l · ·.= Lg

Sidewalk . · . · t:,. o.}: t:.. . . ... f> . . t> . CJIV)

Gran~lar--------_-. _. •... : ·. • <· ·.· . ... -~ u Cushion · o·: : •. :- · · 6 : · 6 . •• ~ ·CJ>-Material · · · · · · · · · · · ·:5 'i::

Double Thickness of Y2" Preformed Expansion Joint Filler

4 · . co ..

<? ~ 4 4

PCC Paveme7t Y2"

Y2·~

•PCC~ . Sidewalk -,,,>. · .. ·. 17

ELEVATION VIEW (PCC sidewalk adjacent to building or other rigid structure)

Granular~ : · ·£>· . . · . ;q· . · . p. · · Cushion ~ . .. · .. •. .. : . ·, • · · . . · t> Material .~.;,. ·:::- -~-: .·::.-.";.'. .6 ·,q ·

. · · .p ·. · ~- ·. ~Granular ••Double Thickness of_J ·:. : . . . ·.·0 • · • • • :./ Cushion

1/z" Preformed Expansion : ·. ·0 ·:. • •• : • • • • .' •• • Material Joint Fil I er or as specified in the plans

ELEVATION VIEW (PCC sidewalk adjacent to PCC pavement)

Detail A (Use Appropriate Detail(sll


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PCC SIDEWALK

September 6, 2015

PLATE NUMBER

651. 75

Sheet 2 of 2

SHEET TOTAL

SHEETS

C C) -0 ai C 0 n Cl) (/)

"' 2 "' 0:: E

6 a. g C

i -:

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