apps.sd.govapps.sd.gov/HC65C2C/EBS/lettings/electronicplans/04PC_SectionB.pdf · B1 B61 0 0

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BEGIN NH 0018 232 447 Begin ADA Upgrades Station 0+66.55

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SECTION B: GRADING PLANS

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DAKOTA NH 0018(232)447

Plotting Date: 06/30/2020 Revised 06/30/2020 AR

INDEX OF SHEETS

B1 B2-B3 B4-B6

B7 B8 B9 B10-B21 B22-B33 B34-B52 B53-B61

General Layout with Index Estimate With General Notes T?tble of Pavement, Curb & Gutter & Sidewalk Quantities Horizontal Alignment Data Control Data Topography Symbology & Legend Plan and Profile Sheets Pavement Removal Sheets Curb Ramp Detail Sheets Standard Plates

END NH 0018 232 44 End ADA Upgrades Station 67+17.41

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SECTION B ESTIMATE OF QUANTITIES BID ITEM NUMBER

ITEM QUANTITY UNIT

009E0010 Mobilization Lump Sum LS

009E3220 Reestablish Right-or-Way and Property Comer 45 Each

009E4200 Construction Schedule, Category II Lump Sum LS

009E4220 Project Management. Category II Lump Sum LS

110E0300 Remove Concrete Curb and/or Gutter 568 Ft

110E1010 Remove Asphalt Concrete Pavement 4.2 SQYd

110E1100 Remove Concrete Pavement 1,026.3 SQYd

110E1140 Remove Concrete Sidewalk 1,372.1 SQYd

110E7700 Remove Drop Inlet Frame and Grate Assembly 8 Each for Reset

320E1200 Asphalt Concrete Composite 0.5 Ton

380E3540 8" PCC Approach Pavement 32.8 SqYd

380E4050 a· PCC Fillet Section 1,010.2 SqYd

380E6110 Insert Steel Bar in PCC Pavement 926 Each

650E0080 Type B68 Concrete Curb and Gutter 510 Ft

650E3060 Type B6 Concrete Curb 24 Fl

650E4680 Type PB Concrete Gutter 28 Fl

651E0040 4" Concrete Sidewalk 11,945 SqFt

651E7000 Type 1 Delectable Warnings 660 SqFt

651E7010 Type 2 Detectable Warnings 160 SqFI

670E7000 Reset Drop Inlet Frame and Grate Assembly 8 Each

671E7000 Reset Manhole Frame and lid Each

671E7010 Adjust Manhole Each

UTILITIES

The Contractor will be aware that the existing uti lities shown in the plans were surveyed prior to the design of this project and might have been re located or replaced by a new util ity facility prior to construction of this project, might be relocated or replaced by a new utility facil ity 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.

ADJUSTMENT OF MANHOLES

The Contractor will adjust manholes to the extent necessary on this project. Adjusting the manholes may consist of removing the upper course of brick or removing the concrete walls , replacing the removed materials with brick or Class M6 concrete, placing adjusting rings if necessary, and resetting the manhole frame and lid. The elevation of the lid will be set at the same elevation of the adjacent new pavement or surrounding ground. All manhole frames, lids, and rings that are cracked or broken due to carelessness of the Contractor will be replaced with new manhole frames, lids, and rings that conform with the Specifications at the Contractor's expense. Manholes will be adjusted to the satisfaction of the Engineer. All costs involved in adjusting the manholes will be incidental to the contract unit price per each for "Adjust Manhole".

The Engineer may direct adjustment of manholes that were not included in these plans. Payment for adjusting manholes that were not included in the plans will be at the contract unit price per each for "Adjust Manhole".

TABLE OF ADJUST MANHOLES

Station L/R Type of Adjustment 20+64 R Remove and Reset

TABLE OF REMOVE DROP INLET FRAME & GRATE ASSEMBLY FOR RESET

Station L/R

27+80 26' L 28+08 21 ' R 33+66 34' L 33+74 32' R 37+10 29' R 44+61 37' R 51 +39 25' L 52+17 22' L

Total:

ASPHALT REMOVAL

Quantity (Each)

8

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".

RESTORATION OF GRAVEL CUSHION

An inspection of the gravel cushion subgrade will be made after removing concrete from each pavement replacement area and areas of new curb and gutter. Areas of excess moisture will be dried to the satisfaction of the Engineer. Loose material will be removed. Each replacement area will be leveled and compacted to the satisfaction of the Engineer.

If additional gravel cushion material is required, the Contractor will haul, place and compact gravel cushion to the satisfaction of the Engineer at no additional cost to the State .

I STATEOF II-____ P_R_OJ_EC_T ___ ---11 SHEET I TOTAL SHEETS

SOUTH I 1--1---1 DAKOTA NH 0018(232)447


SIDEWALK REMOVAL

The limits of the sidewalk removal shown in these plans are approximate. The limits should be adjusted to meet field conditions (i.e. joint lines) and to ensure that the new curb ramps meet the slope and grade requirements

CONCRETE CURB & GUTTER, SIDEWALK, DRIVEWAY PAVEMENT AND FILLET SECTIONS

Concrete curb and gutter, sidewalk, driveway pavement and fillet sections will be constructed as detailed in these plans or as directed by the Engineer. If the end of any concrete section to be removed does not fall on existing joint, a sawed joint (3" to 4" deep) will be made to provide a vertical face with the new joint.

Existing foundation material will be shaped and compacted to a firm , uniform bearing surface, conforming to the existing section or established grades as set by the Engineer. Unsuitable foundation material will be removed and replaced as directed. Cost for labor, equipment, material and incidentals required for excavation and providing cushion material will be incidental to the contract unit prices for the various items.

The Contractor will satisfactorily shape restore all disturbed areas adjacent to concrete placement to the satisfaction of the Engineer. All costs to shape and restore all disturbed areas (Excluding the Erosion Control bid items) will be incidental to the contract unit prices for the various items.

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. "

Unsuitable foundation material will be removed and replaced as directed by the engineer. All costs for labor, equipment, material and incidentals required for excavation and providing gravel cushion material will be incidental to the contract unit price per square yard for "8" PCC Fillet Section."

CONCRETE CURB & GUTTER, CONCRETE CURB, AND CONCRETE SIDEWALK

Payment for "B68 Concrete Curb and Gutter," ""4" Concrete Sidewalk," "B6 Concrete Curb," and ", P8 Concrete Gutter" will be based on plans quantity. If additions or reductions to the area of Concrete Curb and Gutter, Concrete Gutter, or Sidewalk are ordered by the Engineer, payment will be made in accordance with the contract unit prices for the various items.

Unsuitable foundation material will be removed and replaced as directed by the engineer. All costs for labor, equipment, material and incidentals required for excavation and providing gravel cushion material will be incidental to the contract unit prices for the various items.

Cost for this work will be incidental to the contract unit price per square yard or per foot for "8" PCC Fillet Section and Type B68 Concrete Curb and Gutter", and ""4" Concrete Sidewalk,"

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STEEL BAR INSERTION

The Contractor will install the Steel Bars (No. 5 x 24 inch epoxy coated deformed tie bar) into drilled holes in the existing concrete pavement. An epoxy resin adhesive must be used to anchor the steel bar in the drilled hole. Steel bars will conform to Section 1010.

The steel bars will be cut to the specified length by sawing an will be free from burring or other deformations. Shearing will not be permitted .

Epoxy coated deformed steel bars will be inserted on 30 inch centers in the longitudinal joint and will be placed a minimum of 15 inches form the exiting transverse contraction joint.

The diameter of the drilled holes in the existing concrete pavement for the steel bars will not be less than 1/8 inch nor more than 3/8 inch greater than the overall diameter of the steel bar. Holes drilled into the existing concrete pavement will be located at mid-depth of the slab and true and normal. The drilled holes will be blown out with compressed air using a device that will reach to the back of the hole to ensure that all debris or loose material has been removed prior to epoxy injection.

Mix the epoxy resin as recommended by the manufacturer and apply by an injection method approved by the Engineer. If an epoxy pump is utilized, it will be capable of metering the components at the manufacturer's designated rate and be equipped with an automatic shut-off. The pump will shut off when any of the components are not being metered at the designated rate. Fill the drilled holes 1/3 to 1/2 full of epoxy, or as recommended by the manufacturer, prior to insertion of the steel bar. Care will be taken to prevent epoxy from running out of the horizontal holes prior to steel bar insertion . Rotate the steel bar during insertion to eliminate voids and ensure complete bonding of the bar. Insertion of the bars by the dipping method will not be allowed.

Cost for the epoxy resin adhesive, steel bars , drilling of holes, applying the adhesive, inserting the steel bars into the drilled holes and all other items incidental to the insertion of the steel bars will be incidental to the contract unit price per each for INSERT STEEL BAR IN PCC PAVEMENT.

REESTABLISH PROPERTY CORNERS

The Contractor will have a Land Surveyor, licensed in the State of South Dakota, to reestablish property corners and set new Right of Way corners as directed by the Region Land Surveyor. A list of the property and Right of Way corners to be reestablished is available from the Region Land Surveyor. It is estimated that 45 corners will be reestablished or set. The Land Surveyor will preserve the location and reestablish all corners in accordance with the South Dakota DOT Survey Manual , Chapter 8 Section J-Marking of Public Land Corners . All corners will be set after all surfacing operations are completed.

https :/ /dot.sd .gov/ doing-business/eng ineeri ng/d esig n-services/su rveyors

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".

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

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)

Manufacturer

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

Deeter Foundry Lincoln, NE 800-234-7 466 http://www.deeter.com/

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

When Type 2 Detectable Warnings are specified, the Contractor will furnish and install only one of the products listed in the Type 2 Detectable Warnings table.

Type 2 Detectable Warnings

Product

TufTile Surface Applied

Replaceable Polymer Tile System

Armor Tile Surface Applied System

Manufacturer

TufTile 1200 Flex Court Lake Zurich , IL 60047 888-960-8897 http://www.tuftile.com/

Engineered Plastics Inc. 300 International Drive, Suite 100 Williamsville, NY 14221 800-682-2525 http://www.armor-tile.com/

I STATE OF II-____ PR_OJ_EC_T ___ --11 SHEET I TOTAL SHEETS

SOUTH I 1--1----1 DAKOTA NH 0018(232)447

Detectable Warning Tile Surface Mount System

DWT (Detectable Warning Tile)

Surface Mount System

RediMat Surface Applied System

Access Tile Surface Applied System

Alerttile Surface Applied System

Ultra-ADA Pads Surface Mount System

Parcel A23

Plotting Date: 06/26/2020 Revised 06/26/2020 AR ADA Solutions, Inc. North Billerica, MA 01862 888-407-4492 http://adatile.reachlocal.com/

30 Traffic Works 4320 N. Varney St. Burbank, CA 91502 877-843-9757 http://www.trafficwks.com/

Detectable Warning Systems, Inc 8081 Phillips Hwy, Suite 22 Jacksonville , FL 32256 866-999-7 452 http://www.detectable-warning.com/

Access Products Inc. 241 Main Street, Suite 100 Buffalo , NY 14203 888-679-4022 http://www.accesstile.com/surfaceapplied-the-most-innovative-retrofitsystem

Cape Fear Systems, 111 , LLC 21 5 South Water Street, Suite 103 Wilmington, NC 28401 877-232-6287 http://www.alerttile.com/

Ultra Tech International, Inc. 11 542 Davis Creek Court Jacksonville, FL 32256 800-764-9563 http://www.spillcontainment.com/ad apads

Notice. Prior to performing any activity within the Affected Area, Grantee will provide USPS with at least 48 hours prior notice before entering the Affected Area. For purposes of notices set forth herein, addresses are:

Grantee: Attention : [Address]

With a Copy To : Attention : [Address]

USPS: USPS Attention : Clarisa Castor Real Estate Property Management Specialist USPS Facilities Leasing PO Box 5527 Denver CO 80217-5527 Phone: (303) 227.5613 [email protected]

With a Copy To: Orlyn Sorlie, Postmaster 315 E 5th Street, , Canton , SD 57013(605) 987-2655 0 rlyn .J. Sorl [email protected]

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PAVEMENT, CURB AND GUTTER, AND SIDEWALK QUANTITIES STATE OF II-_____ PR_O_JE_CT ____ --11 SHEET I TOTAL

SHEETS

iiK';;"T~ I NH 0018(232)447 i--B4 __ 1_B_6_1___,


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REMOVE INSTALL Concrete

Asphalt Concrete PCC Curb Concrete Concrete PCC Fillet Concrete Concrete Concrete Insert Steel Bar in Asphalt Concrete

and/or Concrete

Pavement Sidewalk Section Curb and

Curb Gutter Sidewalk Aproach Detectable Warnings

PCC Pavement Composite Gutter

Pavement Gutter Pavement

8" B68 B6 PB 4" 8" Type 1 Type 2

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

North Bridge Street Northwest 24.2 5.9 24.2 124.8 10.0 16.0 1+06 Northeast 25.3 28.1 23.3 140.2 10.0 16.0

Southwest 27.0 18.0 27.0 173.0 10.0 7.0

Wicker Street Northwest 25.0 17.9 25.1 160.6 20.0 18.0 3+77 Northeast 25.3 21.1 25.7 158.9 10.0 18.0

Southeast 12.5 17.3 12.3 129.2 10.0 9.0 Southwest 16.1 20.0 17.6 160.3 10.0 13.0

Howard Street Northwest 20.2 22.4 20.3 140.2 10.0 15.0 7+06 Northeast 23.1 23.4 23.4 159.3 10.0 16.0

Southeast 26.6 14.5 26.6 106.3 10.0 20.0 Southwest 10.0

Blair Street Northwest 20.7 27.5 20.7 220.1 10.0 12.0 C:

10+36 Northeast 24.0 24.2 24.0 146.1 10.0 16.0 Cl "C

Southeast 10.0 ci u

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South Dakota Railroad Northwest 10.0 a. ..,. 0

14+50 Northeast 10.0 u C:

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Pleasant Street Northwest 34.1 25.4 50.1 25.4 34.1 456.1 20.0 32.0 17+50 Northeast 10.0 .!!1

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Southeast 23.2 24.0 23.2 216.1 10.0 17.0 Southwest 23.5 23.4 23.4 23.4 23.5 227.9 10.0 16.0

Johnson Street Northwest 8.0 23.5 32.0 23.5 8.0 292.2 10.0 30.0 20+50 Northeast 30.7 24.8 44.9 24.8 30.7 428.3 20.0 28.0

Southeast 2.4 23.6 9.3 23.6 2.4 148.3 10.0 16.0 Southwest 30.0 23.9 47.2 23.9 30.0 445.4 20.0 22.0

Bartlett Street Northwest 10.0 24+25 Northeast 10.0


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;!: N Subtotal: 188.6 0.0 466.2 528.3 448.4 165.0 23.5 0.0 4733.1 0.0 250.0 100.0 376.0 0.0 1iii .s

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PAVEMENT, CURB AND GUTTER, AND SIDEWALK QUANTITIES STATE OF II-_____ PR_O_JE_CT ____ --11 SHEET I TOTAL

SHEETS

iiK';;"T~ I NH 0018(232)447 i--B5 __ 1_B_6_1___,


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Asphalt Concrete PCC Curb Concrete Concrete PCC Fillet Concrete Concrete Concrete Insert Steel Bar in Asphalt Concrete

and/or Concrete



PCC Pavement Composite Gutter

Pavement Gutter Pavement

8" B68 B6 PB 4" 8" Type 1 Type 2

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

Cedar Street Northwest 5.0 24.3 39.6 24.3 5.0 247.7 10.0 20.0 27+50 Northeast 7.1 37.5 26.1 37.5 7.2 246.3 10.0 20.0

Southeast 88.0 40.2 116.6 41 .7 60.0 28.0 791.2 32.8 10.0 41 .0 Southwest 41 .9 27.2 41 .9 238. 0 10.0 22.0

Main Street Northwest 16.6 6.6 19.8 6 .6 16.6 177.9 10.0 14.0 30+75 Northeast 14.8 0.2 6.3 18.1 6 .3 14.7 162.4 10.0 13.0 1.8


Broadway Street Northwest 22.3 1.1 9.5 33.5 9.5 10.2 301 .9 10.0 19.0 9.9 34+10 Southeast 26.4 0.5 8.5 29.8 8.5 26.4 268.4 10.0 19.0 4.5

Southwest 22.3 0.3 9.4 22.8 9.4 22.3 205.2 10.0 16.0 2.7

Lincoln Street Northwest 10.0 C:

37+50 Northeast 11.1 0.2 10.5 20.4 10.5 11.1 182.3 10.0 14.0 1.8 Cl 'C

Southeast 9.0 7.5 19.0 7.5 9.0 171 .1 10.0 12.0 ci u (ll

Southwest 17.4 8.3 30.9 8.3 17.4 277.3 10.0 16.0 :c ., !::: u

Dakota Street Northwest 23.0 12.9 35.7 12.9 23.1 321.5 30.0 20.0 a. ..,. 0

40+75 Northeast 11.7 19.3 38.9 19.3 11 .7 345.0 30.0 21.0 u C:

~ Southeast 18. 5 13.8 34.0 13.8 18.5 341 .3 30.0 20.0 f Southwest 4.3 30.1 42.4 30.1 4.3 305.7 30.0 22.0

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Kimball Street Northwest 3.4 17.7 27.7 17.7 3.4 217.7 10.0 16.0 44+50 Northeast 10.0 .!!1

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Milwaukee Street Northwest 0.3 18.1 18.7 18.1 3.9 137.2 10.0 16.0 2.7 48+10 Northeast 18.9 19.5 18.9 153.5 10.0 13.0

Southeast 10.0 Southwest 10.0

Grant Street Northwest 2.5 1.0 16.3 18.0 16.3 2.5 123.6 10.0 13.0 9.0 51+75 Northeast 2.5 0.2 19.0 20.1 19.0 2.5 180.7 10.0 15.0 1.8

Southeast 35.3 15.3 35.3 81 .2 10.0 16.0 Southwest 18.4 17.0 18.4 90.8 10.0 13.0

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Asphalt Concrete PCC Curb Concrete Concrete PCC Fillet Concrete Concrete Concrete Insert Steel Bar in

and/or Concrete



PCC Pavement

Gutter Pavement Gutter Pavement

8" B68 B6 PB 4" 8" Type 1 Type 2

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

Kidder Street Northwest 10.0 55+50 Northeast 19.3 23.1 19.3 205.7 10.0 16.0

Southeast 9.0 8.3 9.0 161.4 10.0 3.0

College Street Northwest 20.0 8.1 20.0 98.3 10.0 16.0 60+75 Northeast 5.2 15.3 10.4 15.3 5.2 125.4 10.0 16.0

Southwest 9.0 8.3 9.0 152.7 10.0 3.0

Lawler Street Northwest 3.1 0.4 19.1 15.0 19.1 3.1 170.1 10.0 19.0 67+75 Northeast 10.0

Subtotal: 26.3 0.4 73.6 73.3 73.7 26.3 0.0 0.0 913.6 0.0 60.0 20.0 73.0

Total: 567.6 4.2 1026.3 1372.1 1010.2 509.7 23.5 28.0 11944.9 32.8 660.0 160.0 926.0

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STATE OF II-_____ PR_O_JE_CT ____ --11 SHEET I TOTAL SHEETS

iiK';;"T~ I NH 0018(232)447 i--B6-+-I-B_6_1___,


Asphalt Concrete Composite

SqFt

3.6

3.6

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HORIZONTAL ALIGNMENT DATA

MAINLINE

~ Station Northing Easting

POB 0+00.00 374941.295 2960800.750

TL= 335.60 N 88°27'55" E

Pl 3+35.60 374950.284 2961136.232

TL= 725.87 N 88°18'32" E

Pl 10+61.47 374971.704 2961861.783

TL= 722.19 N 87°48'59" E

Pl 17+83.66 374999.221 2962583.452

TL= 624.50 N 87°50'48" E

Pl 24+08.16 375022.687 2963207 .509

TL= 214.69 N 87°21'08" E

Pl 26+22.85 375032.605 2963421.965

TL= 35.27 N 87°33'13" E

Pl 26+58.11 375034.110 2963457 .200

TL= 77.55 N 87°32'40" E

Pl 27+35.67 375037.433 2963534.682

TL= 52.86 S 89°01'56" E

Pl 27+88.52 375036.540 2963587 .530

TL= 264.51 N 87°55'51" E

Pl 30+53.03 375046.090 2963851 .870

TL= 60.02 N 86°00'57" E

Pl 31+13.05 375050.260 2963911 .740

TL= 600.61 N 87°55'50" E

Pl 37+13.66 375071.950 2964511 .960

TL= 60.01 N 88°52'58" E

Pl 37+73.67 375073.120 2964571 .960

TL= 296.84 N 87°55'49" E

Pl 40+70.52 375083.840 2964868.610

TL= 2623.63 N 87°01'01" E

Pl 66+94.14 375220.371 2967488.683

TL= 524.41 N 87°00'19" E

POE 72+18.55 375247.767 2968012.377

The coordinates shown on this sheet are based on the South Dakota State Plane Coordinate System. South Zone (NAO 83/2011 ); epoch 2009.00; Geoid 12B; SF = 0.9998667101

I STATE OF I PROJECT I SHEET I TOTAL SHEETS

SOUTH I NH 0018(232)447 I I DAKOTA

Plotting Date: 06/18/2020

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CONTROL DAT A

HORIZONTAL AND VERTICAL CONTROL POINTS POINT STATION OFFSET DESCRIPTION NORTHING EASTING ELEVATION

CP1 -5+00 33'L Top of Curb and Gutter 374974.0920 2960794.37 40 1262.09 CP2 1 +61 25' R Top of Curb and Gutter 374920.9430 2960962.4390 1264.37 CP3 3+92 80'R Top of Curb and Gutter 374871.5140 2961195.1840 1265.95 CP4 3+58 52' L Top of Curb and Gutter 375003.0220 2961157.3570 1266.43 CPS 7+25 53'L Top of Curb and Gutter 375015.1190 2961523.6980 1267.03 CP6 6+42 25' R Top of Curb and Gutter 374934.7350 2961443.4150 1266.26 CP7 9+64 25' R Top of Curb and Gutter 374943.8740 2961764.9230 1267.48 CPS 10+87 24'L Top of Curb and Gutter 374996.9840 2961886.1610 1267.90 CP9 13+89 24'L Top of Curb and Gutter 375008.5730 2962188.1280 1271.46 CP10 15+03 25' R Top of Curb and Gutter 374964.0100 2962304.2050 1270.91 CP11 16+35 25' R Top of Curb and Gutter 374968.7000 2962435.3830 1269.71 CP12 17+82 65'L Top of Curb and Gutter 375063.5900 2962579.0550 1271.40 CP13 20+10 92' L Top of Curb and Gutter 375100.1050 2962806.4720 1273.19 CP14 21+01 74'R Top of Curb and Gutter 374936.7520 2962903.17 40 1271.39 CP15 24+40 79' R Top of Curb and Gutter 374945.3360 2963242.4770 1272.30 CP16 23+56 24'L Top of Curb and Gutter 375044.8950 2963154.2610 1273.40 CP17 27+20 73'L Top of Curb and Gutter 375109.5800 2963516.3390 1272.36 CP18 28+11 22' L Top of Curb and Gutter 375015. 7160 2963611 .0070 1269.68 CP19 30+17 22'R Top of Curb and Gutter 375023.1140 2963816.3290 1270.13 CP20 31+59 36' L Top of Curb and Gutter 375087.3940 2963956.0370 1269.70 CP21 33+38 35'L Top of Curb and Gutter 375093.8030 2964135.5930 1268.26 CP22 34+41 59' R Top of Curb and Gutter 375003.1540 2964242.0440 1266.27 CP23 37+66 79' R Top of Curb and Gutter 374994.3780 2964566.2350 1262.12 CP24 37+23 67' L Top of Curb and Gutter 375139.1330 2964519.7870 1266.00 CP25 40+15 30' L Top of Curb and Gutter 375111.7730 2964811.6420 1263.60 CP26 41+23 30'R Top of Curb and Gutter 375056.1970 2964923.0250 1262.15 CP27 43+77 30'R Top of Curb and Gutter 375069.3930 2965175.9770 1256.01 CP28 44+82 23' R Top of Curb and Gutter 375128.2730 2965278.2580 1255.04 CP29 47+22 31' R Top of Curb and Gutter 375086. 7200 2965521 .0500 1255.67 CP30 48+36 75'L Top of Curb and Gutter 375198.8320 2965629.2050 1257.41 CP31 51+35 25'L Top of Curb and Gutter 375163.6870 2965930. 7030 1252.43 CP32 52+56 22'R Top of Curb and Gutter 375123.1720 2966054.0010 1251.97 CP33 54+79 23' R Top of Curb and Gutter 375134.6470 2966275.9170 1251.91 CP34 55+94 24'L Top of Curb and Gutter 375186.5820 2966388.7390 1251.96 CP35 60+26 23'L Top of Curb and Gutter 375209.0170 2966820.5590 1253.42 CP36 61+50 23' R Top of Curb and Gutter 375169.5450 2966945.8370 1252.57 CP37 67+20 23' R Top of Curb and Gutter 375198.4370 2967515.2940 1249.78 CP38 66+44 23'L Top of Curb and Gutter 375240. 7620 2967436.9130 1250.07

The coordinates shown on this sheet are based on the South Dakota State Plane Coordinate System . South Zone (NAO 83/2011 ); epoch 2009.00 Geoid 12B; SF= 0.9998667101 The elevations shown on th is sheet are based on NAVO 88.

I STATE OF 11-____ PR_OJ_EC_T -----II SHEET I TOTAL SHEETS

SOUTH I 1--1----1 DAKOTA NH 0018(232)447


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B9 B61

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Anchor Antenna Approach Assumed Corner Azimuth Marker BBQ Grill/ Fireplace Bearing Tree Bench Mark 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 Deck Edge Ditch Block Doorway Threshold 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 Guide Sign One Post Guide Sign Two Post Gutter Guy Pole Haystack

I STATE OF II-____ P_RO_J_EC_T ___ ---11 SHEET I TOTAL SHEETS

SOUTH I 1--1----1 DAKOTA NH 0018(232)447

EXISTING TOPOGRAPHY SYMBOLOGY AND LEGEND


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State and National Line County Line Section Line Quarter Line Sixteenth Line Property Line Construction Line R. 0. W. Line New R. 0. W. Line Cut and Fill Limits Control of Access New Control of Access Proposed ROW (After Property Disposal)

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Richard J. Scholle & Joyce E. Scholle

The South 212 feet of the East 115 .8 feet of Outlot 4 of Fitzgerald & Benedicts Addition to Canton

E.NE.o,c,s D ~NO e,

Parcel A1

fc1..Gt~·noN I OUTLOT 4 ~

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1+37-32'L Do Not Disturb Power Pole

• II 12.00

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Reavis R. Heiskell Jr.

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/seain NH 0018(232)44? Begin ADA Upgrades Station 0+66.55

Tract No. 1

Heiskell Family Trust (INFORMATION ONLY)

Parcel A1 0+66 to 0+80.35 L Temporary Easement containing 104 sq ft, more or less

Lot 4 Lot 3 Lot 2

BLOCK 13 Q\C\S LO ~NO BE.NE.

:-rz.GE.R~ ,,,oN r \ ~00 Canton Housing & Redevelopment Commission

Parcel A2 1+30.47 to 1+54 L Temporary Easement containing 156 sq ft, more or less

Lot 1 in Block 13 of Fiztgerald & Benedicts Addition to Canton

Parcel A4


Parcel A4 3+31 to 3+46.61 R Temporary Easement containing 56 sq ft, more or less

=,: S'

STATE OF SOUTH

DAKOTA

____ PR_OJ_EC_T ___ --1 SHEET

NH 0018(232)447

Do Not Disturb Drop Inlets at the following locations: 3+59 - 50' L 3+94 - 51' L 4+21 - 23' L

TOTAL SHEETS

Wilmer Van Engen & Linda Van Engen

Lot 6 in Block 11 of Fitzgerald & Benedicts Addition to Canton

Parcel A5

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Parcel A5 4+06.58 to 4+32 L

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Lot 5

Temporary Easement containing 234 sq ft, more or less

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Lot 9 -~ Lot 7 --. >.,

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------------------·

Lot4 Lot 3

City of Canton (INFORMATION ONLY)

6+00

w

___..,,,, Lot 2

CANTON

B11 B61

Scott A. Johnson & Heather I. Johnson

Lot 10 in Block 11 of Fitzgerald & Benedicts Addition to Canton

Parcel A6

Charles Larsgaard & Brenda Larsgaard

Lot B of Block 10 of Fitzgerald & Benedicts Addition to Canton

Parcel A7

t- BLOCK ~o 0 ...J

a5 Lot 8 ~

(<) ..... ti co w

I- 8

80'

--------------ri.i 88°18'3z¥l +-:--•-

6+00

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7+00 8+00 1 resent US Hwy. 18

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I Lot 4

Robert A. Raymon & Lenora J. Raymon

Lot 3

BLOCK 15

9+00 w

s

Lot 5 in Block 15 of c:o\C1S Fitzgerald & Benedicts Addition to Canton O e,E.N~

Parcel A6 6+53 to 6+ 76.37 L Temporary Easement containing 182 sq ft, more or less

Parcel A9


Parcel A9 7+36.75 to 7+56 R Temporary Easement containing 124 sq ft, more or less

M\..O p..N f \,z.Gtoo\1\0N

7+51 - 24' R Do Not Disturb Drop Inlet

STATE OF SOUTH

DAKOTA

Plotting Date:

Angela L. Wikert

Lot 5 in Block 9 of

____ PR_OJ_EC_T ___ --1 SHEET

NH 0018(232)447

06/18/2020

Fitzgerald & Benedicts Addition to Canton

Lot 6 Lot 7

A f--

TOTAL SHEETS

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" 111 ~ E 2961861.78 Lot4 Lot3 Lot 1 ii ~ Del 0°29'33" L ~

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Todd M. Esche (INFORMATION ONLY)


:: in Lot 5 I ' '

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Randall VV. Enge I & Jodi L. Engel S (INFORIVATION ONLY) €)\C\

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CANTON


B12 B61

TRACT2

80' __________________ Section Lin.;;,e __ -1------------L--

12+00 - w

Lot 3

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Lot 2 Lot 1

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Lot8

PROJECT STATE OF SOUTH

DAKOTA NH 0018(232)447


Do Not Disturb Drop Inlets at the following locations: 17+24 - 49' R 17+46 - 49' L 17+58 - 50' R 17+81 - 50' L 17+86 - 24' R 18+07 - 23' L

Randy D. Arney

Lot 10 in Block 1 of Fitzgerald's Addition to Canton

NParcel A11 \ io~-

j\QOfnO N~

LO'S Lot 10 ~ i~ Lot 9

17+25- 58' L Do Not Disturb Wind Mill

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! I Cll rn Cll a, a:

SHEET TOTAL

SHEETS

"'T· .... ·_:: .. -c:, .. _ ........ ~ ,_ filL__-------------------------------~68.'iol:'--+--------

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17+05 - 38' R Do Not Disturb Sign

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Casey's Retail Company

The East 100 feet of Outlot 1 of Highland Addition to Canton

Parcel 1 41 sq ft, Permanent Easement more or less

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Del 0°01 '49" R

I\00\1\0N \-\ \G \-\ LJ\N 0

Douglas M. Pederson & Debra L. Pederson

Lot 2 in Block 2 of Highland Addition to Canton

Parcel A13

CANTON Parcel A11 16+86 to 17+33.75 L Temporary Easement containing 242 sq ft, more or less

Parcel 1 17+01 to 17+13.43 R Temporary Easement containing 59 sq ft, more or less

Parcel A13 17+73.57 to 17+81 R Temporary Easement containing 56 sq ft, more or less

B13 B61

l

Charles B. Molstad & Holly D. Molstad Daniel K. Theede

Lot 8, except the west 4 feet, in Block 2 of Fitzgerald's Addition to Canton

The South 150 feet of the West 100 feet of Block 3 of Fitzgerald's Addition to Canton

Andy Wilcox & Teresa Wilcox (INFORMATION ONLY)

Parcel A12

b "'o1ornoN LO'S "'

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Lot 6

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Lot 2

Douglas M. Pederson & Debra L. Pederson

19+00

0 N

Lot 2 in Block 2 of Highland Addition to Canton BLOCK 2

Parcel A13

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Parcel A15

Section Line --+1_ ..g7,_, __

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20+00 .)

21 ~00 .)

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Lot 1 ,,_ .;. - 1-- _,___=o:_,~ ~ ; 5 ~ ~ Lj. 2 1'f'f'f+~f.... 0 ----'-'"- LO ,., ,, ~C'?il? l co 1:: En Mc; .;!:. .;!:.

20+64 - 24' R "? ~ : -Q) : :: +..... N N

DoNotDisturb ~6 , _1

', ~ 1:: ..- N 21+12-31'R Manhole r--: N ~ - : :: N Do Not Disturb ::Ji _ ---t-t ~ .: ~ __l1_ Power Pole !'.

Allan Fossum Ill ~ ; ~;>1: ~ i ii ~ '"" o "§ 1:: a..

Lot 1 in Block 2 of Highland Addition to Canton

Parcel A14

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Troy C. Petersen

The W1/2 of Lot 2 in

., 22+00

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Do Not Disturb Drop Inlets at the following locations: 20+00 - 49' R 20+73 - 23' L

Lot 3

I STATE OF II-____ PR_O_JE_CT ___ ---11 SHEET I TOTAL SHEETS

SOUTH I 1--1----1 DAKOTA NH 0018(232)447


l Duffy Property Management, LLC (INF'"ORMATION ON[Y)

Lot 2 Lot 1

69'

L"' "' "' "' "' 11 11

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Present US Hwy. 18 23+00 ..,

24+ 00

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w ---- w w w

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BLOCK 1

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Lot 1

/

Justin Vincent

Lot 1 in Block 1 of

r-- ' ('I') - -"" CX) 'r-- -~ C"') C") II

ct, 1 ~- II

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~ ~ ~ :: 23+88 - 38' R ct, · · " Do Not Disturb N ¥ ¥1:: Sign ~ ~ :::

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Highland Addition to Canton

Parcel A16

Block 1 of Highland Addition to Canton CANTON



Parcel A15 20+57 to 21 +23 L



Parcel 2 21+13.57 to 21+31 R Temporary Easement containing 46 sq ft, more or less

Parcel A16 23+ 70 to 23+94.15 R Temporary Easement containing 201 sq ft, more or less

C:

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B14 B61

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Michael A. Pederson & Deborah R. Pederson (INFORMATION ONLY)

L I

Lot 7 f

*

7-GE.~LO'S Lot 8

BLO K4 ~ p...o rno

Lot 9

R . .W. Line

STATE OF SOUTH

1------P_RO_J_EC_T ___ ---I SHEET

NH 0018(232)447

TOTAL SHEETS

Remove and Reset Drop Inlet Frame and Grate Assembly at the following locations: 27+80 - 26' L

Do Not Disturb Drop Inlets DAKOTA at the following locations: ..._ __ __._ __________ ...._ _ ___. __ ---1

27 + 1 O _ 24' L Plotting Date: 06/18/2020 Revised 01/14/2020 AR

28+08 - 21' R

Robert M. Lier & Joan R. Lier

Lot 10 of the County Auditor's Extension of Block 4 of Fitzgerald's Addition to Canton

Parcel A17

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27+35 - 50' L

ARYM, LLC

Lot 6A, a replat of the South 30 feet of Lot 3 and all of Lot 6 except the East 8 feet thereof, the West 49.5 feet of Lots 7 and 10 except the South 1 O feet thereof and County Auditor's Tract A, in Lots 7 and 1 O; all in Block 13 fo Original Canton

Parcel 3

ARYM, LLC

The West 49.5 feet of Lot 10 in Block 13 to Original Canton

Parcel 4 0.01 ac, R.O.W. Taking (272 sq ft) more or less

23 sq fl, Permanent Easement more or less BLOCK 13

Lot 7

Lot9

Lot 10 0 -~~~~ :.J I 8

·------ =e---~~r··--·~=1:~·:.08" _E __ _ Section L.l!Je N 87°33'13" E N 87°32'40 E

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V 24+00

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N 375022.69 E 2963207.51 Del 0°29'40" L

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~ ..... + a..: s:t N

44 feet 24+73-44' R Do Not Disturb ee

Present US Hwy. 18 26+00 w ---- w w

27+ 0 ::;;; W 67w:

s s R.0.W. Line

- =·- -----=-=-=-=--= - - - - ~ -

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~ Pl 26+22.85

p...oo\1 0 N 375032.60 E 2963421.97 Del 0°12'05" R a..:

BLO K21

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Lt 1 Pl 26+58.11 JI N 375034.11

~ E 2963457.20 a, Del 0°00'33" L o 66.5 feet a..

Laverl H. Schmid~ & Marlene K. Schm.dt

The West 44 feet of Lot 2 in Block 21 of Hills Addition to Canton

Parcel A18

Parcel A1B 24+53.86 to 24+82 R Temporary Easement containing 167 sq ft, more or less

Robert M. Lier & Joan R. Lier

The East 66 1 /2 feet of Lot 1 in Block 21 of Hills Addition to Canton

Parcel A19



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[ °'°' Pl 27+35.67 + + .......... NN N 375037.43

E 2963534.68 Del 3°25'25" R

29+00 30+00

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13 Tract H Tract Tract F

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~---'-----------1::::i

Lot 1 Tract B .!!1 [i:

Billie L. Morgan Sr. & Billie L. Morgan Jr.

Tract I of the Subdivision of Lots 1, 2, 3 and 4 in Block 20 of Hills Addition to Canton

Parcel 6 66 sq ft. Permanent Easement more or less

Parcel 3 27+82.32 to 28+00.08 L Temporary Easement containing 65 sq ft, more or less

Parcel 6 27+90.97 to 28+20 R Temporary Easement containing 280 sq ft, more or less

CANTON

Parcel 4 28+12.15 to 28+17 L Temporary Easement containing 48 sq ft, more or less

B15 B61

First Federal Savings & Loan Association n.k.a. Great Western Bank

Lot 9 in Block 13 of Original Canton

Parcel 5 109 sq ft Permanent Easement more or less

BLOCK 13 .,-Qt cP..N' -

oR\G\N~ ~ ~j::::::::·: (') ' .

CV) ~ ~ :~ "' b .. ~ t:ri

Lot 9 oil '": CJ? , _ -'I 1'7 - 0 ct, N N C)

30+40 - 35' L g '? . . "'fO R Do Not Disturb sa g:i ""!t~~tg l-i L d . ,., '° + + + + + an scapmg N "' Q:> o oo o

'q? o~ ~ 0 (') -

111"'( ...: _jo

------------------- --· ==

58' 70' A

County of Lincoln

Lots 9 and 10 in Block 14 of Original Canton

Parcel 8 Omitted

Parcel A36

Section Line

Present US Hwy. 18 30+00

-- w w w --01----'<:l °' IV w

32+00

w w

Douglas C. Hendriks

Tract A of the Subdivision of Lots 1, 2, 3 and 4 in Block 20 of Hills Addition to Canton

Parcel 7 ~ 173 sq ft, Permanent Easement ~ more or less N

u: ~

Parcel 5 30+32 to 30+54.99 L Temporary Easement containing 99 sq ft, more or less

Parcel Z 30+41.15 to 30+53.86 R Temporary Easement containing 41 sq ft, more or less

Moose Enterprises, Inc. (INFORMATION ONLY)

Parcel A36 31 +13.60 to 31 +41.01 L Temporary Easement containing 701 sq ft, more or less

p ---- p

BLOCK 19

w

Remove and Reset Drop Inlet Frame and Grate Assembly at the following locations: 33+66 - 34' L 33+74 - 32' R

a) ~ en

' ' ' ' ' ' '

I STATE OF II-____ PR_O_JE_CT ___ ---11 SHEET I TOTAL SHEETS

SOUTH I l,______.I..__ _ _, DAKOTA NH 0018(232)447


Catherine Erickson (INFORMATION ONLY)

/!'

Revised 06/17/2020 AR

I

BLOCK15

>, ct! :s: "O ct! e ca

41.Sffi/ ~ oR'~,, .... · Lot 10

33.65 feet f!.

i i in

p p -

79'

(JI N 87°55'50" E

33+00 \

34+00

w W 1----4--

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-, 1---------------------------

t?1 Lot 1 !w : C: ':.:J

~ Q) C. e

\C.. \ 40 feet

' \ Moose Enterprises, Inc. (INFORMATION ONLY)

Parcel A36 33+50 to 33+ 78. 7 4 L

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35+00 36+00

w I w w w P ~~~~~ P _s ___ _ p

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Lot 2

I/ M

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. s:t I{) ' s:t (') 's:t 0 .

co s:t • I{)

0) + s:t s:t + (') Q) s:t (') C:

:.:J 32.5 feet >;

I .... , Q)•

~

Garry E. Johnson

The West 32 1/2 feet of Lot 2 in Block 18 of Hills Addition to Canton, except the North 10 feet of Lot 2


BLOCK 18

,...."-.\

CANTON

s

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B16 B61

1------PR_O_JE_CT ___ ---I SHEET TOTAL SHEETS

Remove and Reset Drop Inlet Frame and Grate Assembly at the following locations: 37+10- 29' R

STATE OF SOUTH

DAKOTA

Plotting Date:

NH 0018(232)447

06/18/2020 Revised 10/24/2019 AR

Farmers State Bank of Canton

Parcel A20

Omitted

STAT, LLC

Lot 10 in Block 16 of Original Canton, except the south 10 feet thereof

Parcel A21

BLOCK 16

City of Canton

Lot 9 in Block 16 of Original Canton except the West 3 feet thereof

Parcel 11 67 sq ft, Permanent Easement more or less 37+76 - 45' L

Do Not Disturb

B \ cf\.,-.,~ON - '" Power Pole . I LOCK15 "'-.\f\.j,.. I"'"' w 'II 37+88-32'L ' -,-ON 'stb •

.~ oR\G\\"11" ~ :: Do Not Disturb ·,,.. p.,.~ \ ~~ ~ :::i ci5 :: 1--o-____ P_ow_e_r_P_o_le _______ -f--ll-.n:o;,1.l-'-",r;'-'-'\N'----~-"\ta1--v-,_------------t-----,"'i~ "?'°..,;i., , -E. C :: LO V' -· ~ r:.:~~?

C) II O :: '+ r:;- ~ 0 CX) ~ (0 I I

,

a,; c.......+--; 8 :: ~ ~ . = Lot 9 ~ F-- 1 ~~~ c: .. ch N L > ca "'d: o66 ,,

... ,, Lot9 :::i :: ~ ~ o, Lot 10 ~ ~ LC'J ~ "St-st

" (0 " ~ ~ (') r _ r ~ ~~ i ~ :: : 33.65 feet LO ,.--~

1-~' L 111 [ .! 1----~--4 ~ ! , j ~ i ~

P "\: '_ - e- - - ~- --- - -_ --- -- - -_ --- -- --+ ~ - _.1-=-_-_ ---- _-_--'i_f~_-'-/, p I ~ , ) l_ ---• -----J:> ----------- .P P P ~*-__ -_-__ -_-__ -_-__ -___ _Ft __________ : __ ~~ J "''!:tl

36+00

w

- p

- I I - I

80'

A

27+00

The East 44.5 feet of Lot 1 in Block 18 of Hills Addition to Canton, except the north 10 feet and except the west 2.1 feet thereof


C)

.:,

"

- 1~ "

80'

38+00 .:,

Present US Hwy. 18

\ ~ ... a..

Arne A. Anderson

The West 66 feet of Lot 2

I

Q) C ::J:

i ~ a..

in Block 17 of Hills Addition to Canton

Parcel A22


Parcel A22 37+75.01 to to 37+92 R Temporary Easement containing 92 sq ft, more or less

p

80'

N 87°55'49" E _Section Line

39+00.J

w s

p

BLOCK 17

.., 40.;:'oo

w w w

Generational Investments, LLC

Lot 1, except the North 10 feet of Lot 1, in Block 17 of Hills Addition to Canton

Parcel A23

Parcel 11 40+19 to to 40+44.67 L Temporary Easement containing 157 sq ft, more or less

Parcel A23 40+13 to to 40+44.36 R Temporary Easement containing 192 sq ft, more or less

..,

First American Bank a.k.a. First Bank & Trust

The South 112 feet of Lot 7 in Block 21 of Rudolph's Addition to Canton

Parcel A24

Q)

I! ~ -CJ')

1ll

~ 0

::E -I<: co 0 Lot 8 Lot 9 Lot 10 Lot 11

b I (I (0

w --

J li'f 'f'f

p I p

(/ ::E

I IO'

I ..,

w

4~1-420P

+-I -~-?>-,__, / W ~

w

.., 42+00

w

Pl 40+70.52 N 375083.84 E 2964868.61 Del 0°54'48" L

Lot 12 in Block 22 of Rudolph's Addition to Canton

Parcel A26

Parcel A24 41+05.49 to 41+23.67 L Temporary Easement containing 105 sq ft, more or less


CANTON

B17 B61

Lot 10 Lot 11

- p p

.., .., 42+00

- w w

s

Lot9 Lot 8

BLOC~ 21

Lot 12 Lot 13 @ Lot 14

-----==--.J:P~ - :,"1- - ~ = - p

First American Bank a.k.a. First Bank & Trust


I/\

..., ..., ..)

44+00 ..,

w-43+00 Present US Hwy. 18

w w ---- w

s s

Lot 7 Lot 6 Lot 5 Lot 4 Lot 3 Lot 2

BLOCK22 rn

CHS, Inc.


Parcel A27

0) oil co 0) en r---'7 en ID '7 co ct, Lot 1 en st -<i

0 + st st

Parcel A25

II

I co (0

Q) ~

u5 co .c E

S2

l/1

43+94 to to 44+05.40 L Temporary Easement containing 73 sq ft, more or less


43+97 - 29' L Do Not Disturb Drop Inlet

GJL Co. (INFORMATION ONLY)

80'

4E+OO

STATE OF SOUTH

DAKOTA


44+61 - 37' R Remove and Reset Drop Inlet Frame and Grate Assembly

Plotting Date:

Kirt B. Dahl & Kim R. Dahl

The South 63 feet of Lot 21

NH 0018(232)447

06/18/2020

in Block 20 of Rudolph's Addition to Canton

Parcel A28

!=:Ar.tinn I inA

46+00 47+00

47+66 - 43' L Do Not Disturb Flower Garden

80'

Q) ~

u5 (I) (I)

.I<: ::::, Cll

~ ~

b co 1/l

p

s

48+00

l/1 C:

"' " N

~ a. ..,.

y p ----===-- 11'1 p, g ~

Lot 10 Lot 9 Lot 8 Lot 7

Parcel A29

co + st st

44+ 70.89 to to 44+89 R Temporary Easement containing 94 sq ft, more or less

R\100LPr

CHS, Inc.


Parcel A29

Lot 6 Lot 5

BLOCK23

,s ~oo\noN


CANTON

Parcel A28 47+61 to to 47+70.50 L Temporary Easement containing 60 sq ft, more or less

-ro (0

f ::::i

.!!1 [i:

B18 B61

" " "

l f

-

-Cl)

~ -Cl)

Cl) Cl)

.I<: ::J Ill

~

F-LO oi Cl' '? "'1 t--- ~ sl:.,.

I\~ LO oi '"" 0 co + co "<I'

Canton United Methodist Church

Lots 10 and 21 in Block 19 of Rudolph's Addition to Canton

Parcel A30

BLOCK 19

~ ~~ Lot 10 Lot 11 Lot 12 Lot 13 Lot 14 Lot 15 Lot 16

b /1 (X) ' ~ ~

r----- - ---t-- --;:,n,:: ~ - n ...,, \~ ty I :.i

s :J

p - .\ ~ I t-' - p

------llo}-----.--- ~ ~ J- · -----------~--------------------------- s I ---------------------------

1 80'

Parcel A30

CHS, Inc. (INFORMATION ONLY)

48+50.47 to to 48+60 L Temporary Easement containing 90 sq ft, more or less

@ p s

p

Lot 17 Lot 18 Lot 19 Lot20

C::cr-tinn I inA

N Moo 0 00) ci ci <.c" 't - 't~ ~t---"<t ~.,.~ NNOC "<I' "<I' LOU' + + + + --T"""-LOLOLOLC':

Lot 21

Van Zee Properties, LLC


Parcel A31

Parcel A30 51+42.01 to to 51+50.86 L Temporary Easement containing 62 sq ft, more or less


"f "' "'

co (0

-Cl)

~ -Cl)

c ~

(!)

" " " " " " " " " " " " " " " " " "

Do Not Disturb Drop Inlets at the following locations: 51+39 - 25' L 52+17 - 22' L

KFP Enterprises, Inc.

The West 100 feet of Outlot 25 of Rudolph's Addition to Canton

Parcel A32

STATE OF SOUTH

DAKOTA

Plotting Date:

Canton Food Center, Inc.


NH 0018(232)447

06/18/2020

s

Wash & Ride LLC (INF;)RMATION ONLY)

s

N 87°01 '01" E

Outlot 23

Outlot 24 of Rudolph's Addition to Canton

Parcel A33

Parcel A32 52+16.97 to to 52+21 L Temporary Easement containing 20 sq ft, more or less


CANTON

C:

"' 'O ,,;

~ a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B19 B61

s

1'01" E

54+00

w

Wash & Ride, LLC (INFORMATION ONLY)

Outlot 26

w

D

55+10 - 32' L Do Not Disturb Power Pole

55+00

w -----1w

Van Zee Properties, LLC (INFORMATION ONLY)

Q)

~ u5 IQ)

"O "O sz

I

Tommy D. Van De Kieft & Myra Jean Van De Kieft (INFORMATION ONLY)

1,, ,, ,, ·:

' ' ' ' L Lot 11

56+00

~ .__ ____ ~ oa oa LO N I() co cri cri ('") '7 Ji 0 co 0-, + + I() I() I() I()

Parcel A34 55+65 to to 55+90 R

w

Lot 1

Paul E. Moriarty Living Trust

Lot 1 in Block 1 of Derby's Addition to Canton

Parcel A34


Lot 12

57+00

w w

Do Not Disturb Drop Inlets at the following locations: 55+30- 46' L 55+92- 24' L

BLOC~ 7

Lot 13 Lot 14 Lot 15

Section Line

Present US Hwy. 18 58+00

w w w

Lot 2

BLOCK 1

CANTON

w

STATE OF SOUTH

DAKOTA

Plotting Date:

Lot 16

59+00

____ P_R_OJ_EC_T ___ ---1 SHEET TOTAL SHEETS

NH 0018(232)447

06/18/2020

Winquist Investments, LLC (INFORMATION ONLY)

Lot 17 Lot 18

_ _____,/ \___

60+00 C:

"' " i cl a. ..,.

w w w - g ~

Government Lot 3

Arlyn J. Kruger & Jay A. Schoenwald

Parcel A36

f ::::i

.!!1 [i:

Sec. 24 - T98N - R49W

B20 B61

Winquist Investments, LLC (INFORMATION ONLY)

Lot 18

LJ ' ' ' ' ' ' ~ ·:

ci % " "' a:'. "' "'

a

73'

Q) ~

ci5 Q) C)

~ 0 0 1

Vl

Q) C

:::J

~ ci

0 a:'.

Kenneth Hunsucker (INFORMATION ONLY)

Lot 12 Lot 13

L s

s

Q) C

:::J >i

t:::: Q)'

60+00 6r 62+00

r-v w w I I W w w

I I LC') LC') st st ad ad

0 b c:i 't 't N

LO r--- + N 0 + co 0 co

Government Lot 3

Arlyn J. Kruger & Jay A. Schoenwald

That part of Government Lot 3 of Section 24 - Township 98 North - Ran~e 49 West of the 5th P.M. described as follows: Commencin8 8 & 6 & 1/ ?/100 chains East and 50 inks South of the Northwest corner of overnmen1 Lot 3, running East 2 and 20/100 chains, thence So Jth 13 chains, thence West 2 and 20/100 chains, thence No th 13 chains to the place of beginning, exc~t thatcfortion thereof lying South of the I ~orth line of the ailrao Right-of-Way and except any de ided portions

Parcel A35

Sec. 24 - T98N - R49W

Parcel A35 60+27 to to 60+52 R Temporary Easement containing 125 sq ft, more or less


8 feet

s s s s s s s

63+00 Present US Hwy. 18 64+00

w w w w w w

498.46 feet

Arl~n J. Kru~er & J~ A. Schoenwald (IN ORMA ION O LY)

Do Not Disturb Drop Inlets at the following locations: 60+31 - 25' L 61+15-25'L

Lot 18 Lot 19

s s

STATE OF SOUTH

DAKOTA

Plotting Date:

Section Line

65+00

w w

TRACT 1


NH 0018(232)447

06/18/2020

Lot20 Lot 21

s s

66+00

w w

oOL~N ~oornoN

CANTON

C:

"' 'O

g cl a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B21 B61

Aftershock Ventures, LLC

Do Not Disturb Drop Inlets at the following locations: 66+45- 24' L 67+23 - 25' L

66+59-40' L Do Not Disturb Power Pole

0 Lot 22 in Block 6 of College Addition to Canton ';t


;,!;'. I) : .. ~ II

'

66+00

7'>'

.... (I)

"'§ (/l

Cl! ....J

I--

:E,_

w

W J 67+00

Lot 2

Parcel 12 66+53 to to 66+65.45 L Temporary Easement containing 73 sq ft, more or less

Pl 66+94.14 N 375220.37 E 2967488.68 Del 0°00'42" L

Sec. 13 - T98N - R49W

Tract 1

68+00

End ADA Upgrades Station 67 ;i- 17.41

' ' ' ' ' ' ' ' ' '

Lot 3

' '

SW1/4 SE1/4

65'

Present US Hwy. 18

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

120 feet

69+00

30' Acceiss Easement

N 87°00'19" E

70+00

Lot 4

Tract 1

Lot 5

STATE OF SOUTH

DAKOTA

Plotting Date:

71+00

CANTON

PROJECT

NH 0018(232)447

06/18/2020

66'

SHEET TOTAL

SHEETS

. 72+00 72+19

C:

"' " :g cl a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B22 B61

\___

Q) ~ .... en (I) 0)

"C ·;:::

_J co z

------===------------------ --:::::::::::::'--"':::.£.----"-------"'-'

0+00 1+00

~ Remove Concrete Pavement

D Remove Concrete Sidewalk

- - ■ Remove Concrete Curb and Gutter

~ Remove Asphalt Concrete Pavement

N 88°27'55" E

PAVEMENT REMOVAL LAYOUT STATE OF

SOUTH

DAKOTA

Present US Hwy 18

2+00 3+00

Q) ~ .... en

.... ci5 .... j u ~

Plotting Date:

J,',;-·-,,, "

4+00 5+00

~$-----------------------------------------

" '" '" '"

'" '"

'" '" '" ::~

PROJECT

NH 0018(232)447

06/18/2020

SHEET TOTAL

SHEETS

Jl

6+00 C: Cl ,:,

~ 0 0

cl a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B23 B61

JLJ N 88°18'32" E

6+00

-------------------------------~--~ ________________ -_=_,,··~ --'

'~, \

"' ''\

7+00

PROJECT

PAVEMENT REMOVAL LAYOUT STATE OF

SOUTH

DAKOTA NH 0018(232)447

Present US Hwy 18

8+00 9+00

L__J

10+00

L"' "' ' '


11+00

-----------------------~ ~---=--------------------------------------------------1-----------------==~-~ . ,J_;f? ____ :.---------, ------

1 L ~ ? I '~\ ·1----,. _____.· ff ~ ::' w

~ ci5 L.

"cii in

SHEET TOTAL

SHEETS

12+00 C: Cl ,:,

~ co 0

cl a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B24 B61PAVEMENT REMOVAL LAYOUT

0

N 87°48'59"'

12+00 13+00 14+00 15+00 16+00

---------------------------···········••=•=••••=•=•0·1

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0018(232)447

06/18/2020

_J :: ,:

Present US Hwy 18 17+00

--------------------------===========;;;=

1:: '"

SHEET TOTAL

SHEETS

18+00 C: Cl ,:,

~ N

~ a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B25 B61

L >., ~~::::::::::::::::::::::::::::::::::::

18+00 19+00

11

PAVEMENT REMOVAL LAYOUT

LJ U'' '' '' '' '' "' II

20+00

Q) ~

ci5 C 0 en C ..c 0 --,

-======= OL...-£-<-..Z:,"""'=- --------

N 87°50'48" E

21+00

" ' " Q) I " " ~ I "

pl ci5 I "

'" C '"

7 0 }:: en '" C ,,I ..c '" , 0 --,

'"

22+00 Present US Hwy 18

STATE OF SOUTH

DAKOTA

Plotting Date:

J L

PROJECT

NH 0018(232)447

06/18/2020

SHEET TOTAL

SHEETS

L"' "' "' "' :: ~ "' "' '

' '" '" "' /2 ,:•: ~ ",'

-----------------------------------=::~~

23+00

7

24+00

I:: " "' "' "' "' "' "' "' "' "' "' "'

C: Cl ,:,

~ 00

~ a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B26 B61

L. "' "' "' "' "' " ' 11 1:

" "'

I A 24+00

I:: " "' "' "' "' "' "' "' "' "' "'

Q) ~

ci5 :t:: Q)

:e co

C£l

·u ,,, ',, , ,, ,, , ,, ,,

N 87°21 '08" E I

25+00


26+00

N 87°33'13" E A A

N 87°32'40" E I

27+00

-------======-------------------------=-

l Q) ~

ci5 ,_ co

"O Q)

(.)

S 89°01'56" E

--- .. "

'" '"

A I 28+00

Present US Hwy 18

PROJECT SHEET TOTAL

SHEETS STATE OF SOUTH

DAKOTA NH 0018(232)447


N 87°55'51" E I

29+00

====================

n

I 30+00

C: Cl ,:,

~ ~ cl a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B27 B61

Q) ~

' u5 "' C

"' "cii ~

"' " "

N 86°00'57" E I A

30+00 31+00


Present US Hwy 18 32+00 33+00

Q) ~ u5 >,

~ "C (1]

e co

N 87°55'50"' E I

34+00

•• •• •• aa aa aa aa aa aa aa~L---1""!----

1

- ~ --••• __ , .. ,-_ '"""'"""'

~i [ " " " " " " " " " " " " " "

" " " \I ,,

[

STATE OF SOUTH

DAKOTA

Plotting Date:

'}._ 0 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = =

35+00

PROJECT

NH 0018(232)447

06/18/2020

SHEET TOTAL

SHEETS

36+00 C: Cl ,:,

~ g cl a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B28 B61

36+00

_J

I A 37+00

ai ~

u5 C: 0 (.J C:

:.::i

N 88°52'58" E

,, ,·----------1 ", ,,, ,, ::: ::: ,., ••: ::• ::: ,,1 ,., ••: ", :: , ::;

'II



N 87°55'49" E I

39+00

7

I 40+00

ai Q) ,._ u5 2 0

.I<: co 0

,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,,

STATE OF SOUTH

DAKOTA

Plotting Date:

41+00

"

f:7o .-----------l. ::

'" / ,,

PROJECT

NH 0018(232)447

06/18/2020

====================---------

SHEET TOTAL

SHEETS

42+00 C: Cl ,:,

~ )ll

cl a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B29 B61

42+00 43+00


Present US Hwy 18

44+00

Q) ~ -Cl)

ro ..Cl E sz

,, ,, ,, ,, ,, ,, ,, ,, ,,

\~ -~ .. :======

◊

45+00

...................... ,,,, r:1·~ ........_______~ ·····················

~--] n

46+00

STATE OF SOUTH

DAKOTA

Plotting Date:

47+00

PROJECT

NH 0018(232)447

06/18/2020

:: ,1 " " " " " " " " " " " " " " " " " " " " "

SHEET TOTAL

SHEETS

48+00 C: Cl ,:,

~ N

~ a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B30 B61

-Q)

~ u5 Q) Q) ~ ::J ro ~ ~

48+00

\" " ' I

' ,, , ,, :I ~:

~================================ ~~~~------------------------------

49+00

,-----~~-------------------------· ~:-=--------------------------, ,;;;· ,,K./ ,,, ,,,

,',:''-----.--------------------'" " "


"! "' "' "' ''

Q) Q) ....

u5 "E ro .... (9

Present US Hwy 18

50+00 51+00 52+00

STATE OF SOUTH

DAKOTA

Plotting Date:

,., ,,, ,,, , ' ,,",,/"

,":,:,,'' , ,, ,." ,,"" , ,, , ,, ,,

53+00

-------------------------------------~~~ ====================================~=~' ~~--,,-....,,..---,--,-.-------------------------------------~✓-✓--✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓-✓------✓-✓-✓-✓-✓-~

' "' "' "' '" " "

PROJECT

NH 0018(232)447

06/18/2020

SHEET TOTAL

SHEETS

N 87°01 '01" E

54+00 C: Cl ,:,

~ 00

~ a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B31 B61

l"E

54+00

D

,, /),!','

o v✓'-'

= = == == = = = = = == == = == = = = = = = = = = = = = == == == _ /''

55+00

.... Q) "C "C S2

1,, ,, ,, ,, ' ' ' ' '


I \

Present US Hwy 18

56+00 57+00 58+00

STATE OF SOUTH

DAKOTA

Plotting Date:

59+00

PROJECT

NH 0018(232)447

06/18/2020

SHEET TOTAL

SHEETS

60+00 C: Cl ,:,

~ ;:i;

cl a. ..,. 'i3 C:

~

f ::::i

.!!1 [i:

B32 B61

60+00

L' ' ' ' ' ' '

" "' "' "'

ai ~

ci5 Q) Cl ~ 0 (.)


Present US Hwy 18

61+00 62+00 63+00 64+00

STATE OF SOUTH

DAKOTA

Plotting Date:

65+00

PROJECT

NH 0018(232)447

06/18/2020

SHEET TOTAL

SHEETS

66+00 C: Cl ,:,

~ l5 cl a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B33 B61

66+00


a, ~

en ,._ Q)

l ...J

,, ,, ,, ·1 11'")'--------l '' ,, ,, ,, ,, ~~ ~--------------

... :::= ~-~----------------------------------

67+00 68+00

Present US Hwy 18 N 87°00'19" E

69+00 70+00

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0018(232)447

06/18/2020

SHEET TOTAL

SHEETS

72+00 C: Cl ,:,

~ :g cl a. ..,. 13 C:

~

f ::::i

.!!1 [i:

B34 B61

2

3

4

5

0+66.34 - 21.50' L Begin 25' Rad Fillet TC El (Match Existing)

0+69.99 - 27.85' L End Ramp Slope

0+76.42 - 31.05' L Begin Ramp Slope

0+76.13- 34.75' L Back of Turning Space


CURB RAMP LAYOUT * Turning Space with 1.5% slope

** Curb Ramp with 7.5% slope and 1.5% cross slope Note: All curb and gutter shown on this sheet is Type 868 except as noted.

6

7

8

All sidewalk is 5' wide except as noted.

0+81.79 - 37.35' L End Ramp Slope

0+88.90 - 40.03' L

9 1+22.21 - 40.12' L Begin 25' Rad Fillet TC El (Match Existing)

13 1+35.67 - 37.06' L End Ramp Slope

End 25' Rad Fillet 10 1 +21.42 - 39.92' L Fillet Point TC El (Match Existing)

0+80.22 - 30.55' L 11 1 +27 .54 - 36.97' L Center of Type 1 Detectable Warning & Type 3 Curb Ramp

Q) ~

ci5 Q) Cl -0 ·;:: ro z

Center of Type 1 Detectable Warning & Type 2 Curb Ramp

12 1 +46.08 - 21.48' L End 25' Rad Fillet TC El (Match Existing)

1+50.89 39.72' L 1+50.94 34.72' L

N 88°27'55" E

STATE OF SOUTH

DAKOTA

Plotting Date:

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447

06/18/2020

----~P: r:es: e: n~t~U~S~H~wy:_~18~ -----------------~-t~-----------------------------;:;----

~ ~ LP 1+00

0+00

0+71.55 31.21'R

14 0+66.55 - 22.04' R Begin Str C & G TC El (Match Existing)

15 0+77.55 - 27.71' R End Ramp Slope

16 0+80.05 - 24.71' R Center of Type 1 Detectable Warning & Type 3 Curb Ramp

17 0+82.55 - 27.71' R End Ramp Slope

18

19

20

21

0+93.55 - 22.04' R End Str C & G

0+93.55 30.71' R

TC El (Match Existing)

0+88.55 - 27.71' R Begin Ramp Slope

0+80.05- 31.21' R Back of Turning Space


TOTAL SHEETS

I:: Cl

"Cl ...: u 0 cl a. ..,. 13 I::

~

f ::::i

.!!1 [i:

B35 B61

2

3

11

12


** Curb Ramp with 7.5% slope and 1.5% cross slope Note: All curb and gutter shown on this sheet is Type B68 except as noted.



4 3+60.66 - 46.96' L 7 3+92.44 - 46.96' L End 25' Rad Fillet Begin 25' Rad Fillet TC El (Match Existing) TC El (Match Existing)

3+43.34 - 27.15' L 5 Center of Type 1 Detectable Warning & Type 2 Curb Ramp

6 3+54.47 - 37.45' L Center of Type 1 Detectable Warning & Type 2 Curb Ramp

3+00

3+24.42 40.10' L

3+24.40 35.10' L

Present US Hwy 18

3+48.52 32.07' R

3+41.76 32.06' R

3+45.91 - 37.50' L End Ramp Slope

3+43.39 - 35.02' L End Ramp Slope

3+36.88 ___ _..;~ =-~ 32.39' R 3+36.85 __ --J:l..i--- ~

3+43.62 - 22.06' R Begin 20' Rad Fillet TC El (Match Existing)

3+55.57 - 30.00' R

37.05' R 3+45.07 37.06' R

3+47.06 39.07' R

13

14


15

3+63.44 - 35.71' R Fillet Point

3+62.34 - 35. 70' R End 20' Rad Fillet TC El (Match Existing)

3+50.29 - 35.22' R End Ramp Slope

Q) ~ -Cl) .... Cl)

..>:: 0 s:

8

16

17

18

4+01.77 - 31.37' L Center of Type 1 Detectable Warning & Type 1 Curb Ramp

4+08.92 35.00' L

4+00

4+17.33 32.57' R

4+17.33 37.57' R

4+05.51 37.57' R

3+90.41 - 35.60' R Begin 19' Rad C & G TC El (Match Existing)

3+89.58 - 35.59' R Fillet Point

3+97.18 - 29.80' R

4+29.04 40.00' L

4+29.04 35.00' L


9 4+17.39 - 22.09' L End 25' Rad Fillet

STATE OF SOUTH

DAKOTA

Plotting Date:


10 4+05.08 - 34.69' L End Ramp Slope

19 4+01.16 - 22.23' R Fillet Point

20 4+001.15 - 23.75' R End 19' Rad Fillet TC El (Match Existing)

21 4+01.68 - 34.33' R End Ramp Slope

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447

06/18/2020

TOTAL SHEETS

.!!1 [i:

B36 B61

6+00

CURB RAMP LAYOUT STATE OF

SOUTH DAKOTA

____ P_R_OJ_EC_T ___ ---1 SHEET

2

3

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

Note: All curb and gutter shown on this sheet is Type 868 except as noted. All sidewalk is 5' wide except as noted.

6+ 78.37 - 25.04' L Begin 25' Rad Fillet TC El (Match Existing)

6+ 78.39 - 21.60' L Fillet Point

6+81.37 - 30.90' L

4

5


6+57.92

6+90.63 - 45.02' L End 25' Rad Fillet TC El (Match Existing)

6+77.92 - 34.33' L End Ramp Slope

39.63' L----J~ --~ ---, ~

6+57.92 __ ~ -----;;,-... 34.63' L

6+74.08 34.63' L


7 7+22.42 - 39.39' L Fillet Point

7+31.06 45.74' L

Plotting Date:


9 7+47.24 - 21.61' L End 25' Rad Fillet TC El (Match Existing)

10 7+35.13- 34.39' L End Ramp Slope

7+48.07 39.67' L

7+48.07 34.67' L

7+38.95 34.67' L

Present US Hwy 18 N 88°18'32" E

I

11

7+00

6+81.57 - 31.70' R 12 Center of Type 2 Detectable Warning

7+23.01 - 47.94' R Begin 25' Rad Fillet TC El (Match Existing)

7+43.54 31.50' R

7+43.59 36.50' R

7+53.29 31.50' R

7+53.29 36.50' R

14 7+47.97 - 22.52' R End 25' Rad Fillet TC El (Match Existing)

13 7+37.28 - 28.85' R 15 7+40.75 - 32.26' R Center of Type 1 Detectable Warning End Ramp Slope & Type 2 Curb Ramp

NH 0018(232)447

06/18/2020

TOTAL SHEETS

I:: Cl

"Cl ...: u r--0

cl a. ..,. 13 I::

~

f ::::i

.!!1 [i:

B37 B61

0

10+02.28 - 22.31' L <:'!

Begin 25' Rad Fillet TC El (Match Existing)

2 10+02.29 - 21.52' L Fillet Point

3 10+11.44 - 30.83 L Center of Type 1 Detectable Warning & Type 1 Curb Ramp

4

5

6

7

10+18.83 - 21.80' L Fillet Point

10+18.84 - 24.33' L Fillet Point

10+20.57 - 24.58' L Fillet Point

10+20.62 - 40.29' L Fillet Point

9+89.47 39.42' L

9+89.48 34.42' L


** Curb Ramp with 7.5% slope and 1.5% cross slope Note: All curb and gutter shown on this sheet is Type B except as noted.


8

9

10+08.51 51.12'L


10+08.09 - 34.13' L End Ramp Slope

10+13.51 51.12' L

Present US Hwy 18

10+00

15 10+12.33 - 33.74' R

Q)

l; Cl) .... ·co ai



11 10+52.15-40.64'L Fillet Point


16 10+62.79- 30.16' R

10+69.00 34.97' L

10+86.47 39.97' L

10+86.48 34.97' L

11+00


STATE OF SOUTH

DAKOTA

Plotting Date:

13 10+77.44- 21.96' L End 25' Rad Fillet TC El (Match Existing)

14 10+65.16-34.67'L End Ramp Slope

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447

06/18/2020

TOTAL SHEETS

I:: Cl

"Cl ...: u

0

~ a. ..,. 13 I::

~

f ::::i

.!!1 [i:

B38 B61CURB RAMP LAYOUT * Turning Space with 1.5% slope



14+40.44 - 27.67' L 2 14+65.55 - 27.67' L Center of Type 2 Detectable Warning Center of Type 2 Detectable Warning

(]--<D 0--{]

N 87°48'59"' E Present US Hwy 18

15+00

14+00

0--{]

3 14+28.06 - 28.04' R 4 14+53.53 - 28.04' R Center of Type 2 Detectable Warning Center of Type 2 Detectable Warning

l

I STATE OF II-____ P_RO_J_EC_T ___ ---11 SHEET I TOTAL SHEETS

SOUTH I 1--1----1 DAKOTA NH 0018(232)447


I

I:: Cl

"Cl ...: u ..,.

~ a. ..,. 13 I::

~

f ::::i

.!!1 [i:

B39 B61

2

3

4

5

6

7

16+88.89 - 21.50' L Begin Str C & G TC El (Match Existing)

16+93.89- 27.17' L End Ramp Slope

8

9

10

17+25.81 - 27.27' L End Ramp Slope


17+38.77 - 30.94' L




17 17+88.71-31.17'L

STATE OF SOUTH

DAKOTA

Plotting Date:

17+00.58- 27.17' L Begin Ramp Slope


15 17+32.53 - 37.08' L Back of Turning Space Center of Type 2 Detectable Warning

17+03.08-24.17'L 11 Center of Type 1 Detectable Warning & Type 3 Curb Ramp

12 17+05.58- 27.17' L Begin Ramp Slope

13 17+11.58-27.17' L End Ramp Slope

14


17+48.01 - 42.95' L Fillet Point

17+47.69 - 42.94' L Begin 20' Rad C & G TC El (Match Existing) 17+11.58

30.67' L Concrete Cur

17+36.72 - 54.50' L 16+93.89 16

16 17+03.08- 30.17' L Back of Turning Space

17+34.22 54.49' L

17+34.28 38.86' L

17+25. 30.17'

17+22.95 - 21.50' L End StrC & G Begin 25' Rad C & G TC El (Theor)

End Ramp Slope 30.67' L ~~~~= ~ =,- ...L-- , 16+88.89 30.17' L

Present US Hwy 18

18 17+00.58- 22.33' R Begin 25' Rad C & G TC El (Match Existing)

19 17+05.60 - 29.01' R End Ramp Slope

20 17+11.97 - 32.64' R Begin Ramp Slope

21 17+16.23 - 31.60' R

17+00

17+02.70 31.67' R

17+11.19 37.44' R

Concrete Curb

17+11.92 49.69' R



23

17+16.92 49.66' R

17+25.51 - 40.28' R Fillet Point

24 17+24.62 - 40.47' R End 25' Rad C & G TC El (Match Existing)

25 17+14.42 - 49.67' R End Ramp Slope

a5 ~ u5 -C <ll CfJ <ll Q)

a:

17+39.22 54.51' L

-Q)

~ u5 c <ll CfJ <ll Q)

a:

17+67.24 17+72.24 49.05' R 49.00' R

26 17+69.74 - 49.03' R End Ramp Slope

27 17+58.01 - 40.84' R Begin 25' Rad C & G TC El (Match Existing)

28 17+58.11 - 40.68' R Fillet Point

18+00




32 17+81.68 - 22.32' R End 25' Rad C & G Begin Str C & G TC El

33 17+84.11-22.28'R End Str C & G TC El (Match Existing)

34 17+84.22 - 27.91' R End Ramp Slope

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447

06/18/2020

TOTAL SHEETS

I:: Cl

"Cl ...: u r--

G a. ..,. 13 I::

~

f ::::i

.!!1 [i:

B40 B61

2

3

4

19+85.70 - 27.48' L End Ramp Slope


19+88.33 - 21.92' L End StrC & G Begin 25' Rad C & G TC El (Theor)

19+92.05 - 27.81' L End Ramp Slope

5

6

7

8

19+99.21 - 32.52' L End Ramp Slope

19+94.09 - 25.40' L 9 Center of Type 1 Detectable Warning & Type 3 Curb Ramp

10 20+13.26 - 39.29' L Filet Point

11 20+12.14 - 39.64' L Begin 25' Rad C & G TC El (Match Existing)

19+80.28 30.45' L

19+91.13 30.95' L

Present US Hwy 18




20+01.37 - 52.49' L End Ramp Slope

19+97.57 - 36.95' L Back of Turning Space

20+03.84 56.46' L

I

.... Q)

~ ci5 C 0 Cl)

C .c 0 --,


12 20+53.96 - 50.20' L End Ramp Slope

13 20+46.04 - 39.1 O' L Begin 25' Rad C & G TC El (Match Existing)

14 20+43.92 - 38.55' L Filet Point

20+52.45 ~ --..,,, 53.96' L

15

16

17


20+54.14- 31.15' L Center of Type 1 Detectable Warning & Type 3 Curb Ramp


20+70.94 30.57' L

20+92.76 30.48' L

N 87°50'48" E

I 21+00

20+00

19+90.21 30.88' R

19+95.21 31.38' R

34

Concrete Curb

20+42.78 31.23' R

20+45.52 31.79' R

20+20.23 20+53.61

Q) ~ ci5 C 0 Cl)

C .c 0 --,

30 19+90.21 - 22.21' R End Str C & G

30.88' R 39.49' R 20+53.61 47.89' R 20+52.68 52.89' R

20+59.14 42.26' R

31

32

33

34


19+95.21 - 27.88' R End Ramp Slope

20+03.99 - 24.88' R Center of Type 1 Detectable Warning & Type 3 Curb Ramp

20+15.23 - 27.88' R End Ramp Slope

20+20.23 - 22.21' R End Str C & G TC El (Match Existing)


36 20+03.99 - 30.88' R Back of Turning Space

37 20+01.49- 27.88' R Begin Ramp Slope


39 20+48.28 - 29.28' R End Ramp Slope




18 20+63.34 - 28.32' L End Ramp Slope

19

20

21

22

43

44

45

46

20+669.67 - 21.87' L Fillet Point

20+ 70.92 - 21.87' L End 25' Rad C & G TC El (Match Existing)



21+18.43 30.98' L

21+23.43 30.48' L

21+26.84 24.80' R

21+21.79 30.88' R

21+26.87 33.69' R

20+67.84-40.24' R Fillet Point

20+66.91 - 40.53' R End 25' Rad C & G TC El (Match Existing)

20+56.62 - 47.90' R End Ramp Slope

20+52.41 - 37.65' R Back of Turning Space

STATE OF SOUTH

DAKOTA

Plotting Date:

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447

06/18/2020

23 20+97. 76 - 27.48' L End Ramp Slope

24

25

26

21 +07 .68 - 24.48' L Center of Type 1 Detectable Warning & Type 3 Curb Ramp

21+18.43-27.48' L End Ramp Slope

21 +23.43 - 21.81' L Begin Str C & G End Str C & G TC El (Match Existing)

27 21+10.18-27.48'L End Ramp Slope

28 21+07.68 - 30.48' L Back of Turning Space

29 21+05.18-27.48' L End Ramp Slope


48 20+98.22-40.81' R Fillet Point


50 21+23.12 -22.14' R End 25' Rad C & G TC El (Match Existing)

51 21 +09.99 - 36.1 O' R End Ramp Slope

TOTAL SHEETS

I:: Cl

"Cl ...: u

0 N

cl a. ..,. 13 I::

~

f ::::i

.!!1 [i:

B41 B61

3 23+ 75.24 - 22.00' R End Driveway Taper TC El (Match Existing)

7 4 23+85.22 - 28.97' R

End Ramp Slope

5 23+90.44 - 22.00' R 8 End StrC & G Begin 18' Rad C & G TC El (Theor)

9


CURB RAMP LAYOUT STATE OF

SOUTH DAKOTA

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447


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

Note: All curb and gutter shown on this sheet is Type 868 except as noted.


Present US Hwy 18


2

24+00

Driveway Taper

23+75.24 33.27' R

23+80.24 33.27' R 23+85.22

33.77' R 23+90.99 33.77' R

23+99.63 - 28.52' R

23+93.17 42.38' R


23+97.79 - 33.61' R Begin Ramp Slope 10

24+09.06 - 40.15' R End 18' Rad C & G 11 Begin Str C & G TC El (Theor)

Q) ~ .....

Cl)

'm '2 ell cc

Driveway Taper

23+93.64 51.38' R

23+99.72 - 42.40' R End Ramp Slope

24+08.17 - 51.42' R End StrC & G TC El (Match Existing)

24+47.51 48.92' R

12

13

14

24+52.56 - 27. 76' L Center of Type 2 Detectable Warning & Type 3 Curb Ramp

21

24+64.57 30.74' R

24+60.77 31.24' R

Concrete Curb 24+52.93 38.98' R

24+52.51 48.90' R

24+49.97 - 44.01' R End Ramp Slope


24+38.18 - 41. 78' R Fillet Point

15

16

17

25+00


24+47.35 - 30.93' R

N 87°21'08"' E



18 24+57.17 - 28.88' R End Ramp Slope

19

20

24+62.03 - 22.20' R End 22' Rad C & G Begin Str C & G TC El (Theor)


TOTAL SHEETS

.!!1 [i:

B42 B61

2

3

4


27+13.88 - 22.50' L Begin 24' Rad C & G TC El (Match Existing)

27+18.60 - 28.81' L End Ramp Slope



6

7

8


27+31.55 - 41.72' L End Ramp Slope

27+36.07 - 46.60' L End 24' Rad C & G Begin Str C & G

27+08.42 30.64' L

27+08.43 25.18' L

N 87°32'40" E

27+00

27+10.41 31.56' R


22 27+12.89 - 21.80' R Fillet Point

23 27+12.89 - 30.79' R End Ramp Slope







9 27+34.92 - 49.03' L End Str C & G TC El (Match Existing)


Q)

t Cl)

al "O Q)

CJ

11 27+75.99 - 49.38' L Begin 29' Rad C & G TC El (Match Existing)

12 27+83.78 - 43.65' L End Ramp Slope

27+85.77 51.03' L

STATE OF SOUTH

DAKOTA

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447


13 27+89.77 - 38.05' L 18 28+02.24 - 24.76' L Begin Ramp Slope End 29' Rad C & G

Begin Str C & G

14 27+89.46 - 34.22' L TCEI

Center of Type 1 Detectable Warning & Type 3 Curb Ramp 19 28+09.31 - 23.48' L

End Str C & G

15 27+93.26 - 34.76' L TC El (Match Existing)

Begin Ramp Slope 20 27+93.49 - 38.50' L


End Ramp Slope

17 28+02.23 - 21.31' L Fillet Point

28+11.04 32.93' L

S 89°01 '56" E Present US Hwy 18

27+29.23 56.95' R

27 27+29.05 - 43.50' R End Ramp Slope

28 27+41.30- 56.77' R End 25' Rad C & G TC El (Match Existing)


Q)

t Cl)

al -0 Q)

CJ

28+00


31 27+82.25 - 49.27' R Fillet Point

32 27+88.54 - 40.10' R End Ramp Slope


Concrete Curb

34

35

36

37

28+13.34 29.15' R

27+91.99- 30.71' R Center of Type 1 Detectable Warning & Type 3 Curb Ramp

27+95.72- 31.14' R Begin Ramp Slope

28+01.37 - 27.52' R End Ramp Slope

28+ 11 .14 - 19 .10' R End 34' Rad C & G Begin Str C & G TC El

38

39

40

28' Drive 28+79

29+00

28+65.26 - 19.04' R End Str C & G Begin Str Type P Gutter TC El (Theor.)

28+93.26 - 19.01' R End Str Type P Gutter Begin Str C & G TC El (Theor.)

28+99.26 - 19.00' R End Str Type P Gutter Begin Str C & G TC El (Match Existing)

TOTAL SHEETS

I:: Cl

"Cl ...: u r-N

cl a. ..,. 13 I::

~

f ::::i

.!!1 [i:

B43 B61

2

3

4

5

6

20

21

22

23

24

25

26

30+36.45 - 27.30' L End Ramp Slope


30+45.92 - 21.00' L End Str C & G Begin 10' Rad C & G TC El {Theor)



30+56.95 - 31.06' L End 1 0' Rad C & G Begin Str C & G TC El (Theor)



7

8

9

30+57 .07 - 38.1 O' L End Str C & G TC El (Match Existing)

30+46.25 - 38.05' L End Ramp Slope


30+43.75 38.00' L

30+36.45 30.93' L


10 31+23.14- 51.29' L End Ramp Slope

11 31+17.50-51.21'L

cii ~ ci5 C:

"ffi ~

Begin Str C & G TC El (Match Existing)

N 86°00'57" E

12

13

-b. Present US Hwy 18

-b. 31+00 30+35.07 - 19.30' R End Str C & G TC El (Match Existing)

30+36.56 - 25.36' R End Ramp Slope

30+46.00 - 19.30' R 30+35.07 -End Str C & G 28.76' R Q)

Begin 10' Rad C & G ~ ..... TC El {Theor)

Cl)

C: ·rn ~


30+45.04

30+50.82 - 24.37' R 43.03' R

Center of Type 1 Detectable Warning & Type 3 Curb Ramp 27 30+49.22 - 37.83' R

End Ramp Slope

30+50.51 - 28.27' R Begin Ramp Slope 28 30+54.86 - 42.87' R 30 31+17.02-46.12' R 33

End Str C & G End Ramp Slope

30+55.02 - 29.16' R TC El (Match Existing)

End 1 0' Rad C & G 31 31 +08.51 - 51.91' R 34 Begin Str C & G 29 30+46.62 - 28.66' R Begin Str C & G TC El {Theor) Back of Turning Space TC El (Match Existing)

31+17.63 - 42.86' L End Str C & G Begin 10' Rad C & G

31 +23.43 - 42.95' L Begin Ramp Slope

+26.11 .33' L

26.20 'L

1+34.02 6.12' L

31+26.03 41.19' R

31+21.17 46.08' R


31 +16.03 - 35.95' R Center of Type 1 Detectable Warning & Type 3 Curb Ramp

STATE OF SOUTH

DAKOTA

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447



15 31 +26.45 - 38.96' L Begin Ramp Slope

16 31+27.63 - 33.02' L End 1 0' Rad C & G Begin Str C & G TC El {Theor)

17 31 +34.02 - 33.02' L End Str C & G TC El (Match Existing)

18 31 +34.02 - 43.59' L End Ramp Slope


32 31+08.72 - 43.01' R End Str C & G Begin 13' Rad C & G TC El (Theor)


36 31+23.16 - 30.00' R End 13' Rad C & G Begin Str C & G TC El {Theor)

37 31 +26.03 - 30.00' R End Str C & G TC El (Match Existing)

38 31 +26.03 - 36.93' R End Ramp Slope

39 31 +20.30 - 40.17' R Back of Turning Space

TOTAL SHEETS

I:: Cl

"Cl ...: u ;;; 9 u a. ..,. 0 u I::

~

f ::::i

.!!1 [i:

B44 B61

0 <:'!

2

3

4

5

6

10

11

12

13

14

33+55.33 - 43.34' L End Ramp Slope


33+67.46 - 32.95' L End StrC & G Begin 15' Rad C & G


33+55.33

33+80.45 - 46.15' L 45.94' L

End 15' Rad C & G Begin Str C & G

33+74.71-51.30'L Center of Type 1 Detectable Warning & Type 3 Curb Ramp

33+66.67 - 30.00' R Begin Str C & G TC El (Match Existing)

33+72.95 - 36.19' R End Ramp Slope

33+78.15 - 30.00' R End StrC & G Begin 13' Rad C & G


33+91.15 - 42.94' R End 13' Rad C & G Begin Str C & G

15 33+86.23 - 48.60' R End Ramp Slope

16 33+91.18 - 48.58' R End Str C & G TC El (Match Existing)





8 33+73.89 - 43.28' L Begin Ramp Slope


33+ 71.63 _ __,e_ --rn----\ 56.16' L

Present US Hwy 18

33+66.67 39.71' R

33+80.14 48.63' R

33+83.95 48.62' R




N 87°55'50"' E

34+00

20

34+62.64 40.77' R

34+49.57 40.77' R

34+49.67 49.26' R

34+39.10- 49.35' R Begin Str C & G TC El (Match Existing)

21 34+45.68 - 45.26' R End Ramp Slope

22 34+39.02 - 39.70' R End Str C & G Begin 12' Rad C & G

STATE OF SOUTH

DAKOTA

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447



24

25

26

27

34+51.02 - 27.60' R End 12' C & G Begin Str C & G

34+54.88 - 32.82' R End Ramp Slope





TOTAL SHEETS

.!!1 [i:

B45 B61

12

13

14

15

16

17



37+10.83 - 32.87' R End Ramp Slope

37+15.43 - 27.67' R End StrC & G Begin 12' Rad C & G TC El (Theor)

37+21.86- 33.19' R Center of Type 1 Detectable Warning & Type 3 Curb Ramp


37+22.54 - 42.87' R End Ramp Slope




m ~ u5 C

8 C

:.:J

2 37+65.62 - 44.51' L Begin Str C & G TC El (Match Existing)

3 37+65.68 - 41.34' L End Str C & G Begin 14' Rad C & G TC El (Theor)


5 37+80.36 - 27.50' L End 14' Rad C & G Begin Str C & G TC El (Theor)


Concrete Curb

37+88.25 39.84' L

N 88°52'58" E Present US Hwy 18

8 38+00

37+00

..... 37+84.07 Q)

37+06.97 Q) .... 35.11' R 35.46' R

..... (/)

C 37+84.07 37+06.82 8 40.10' R 41.20' R C

:.:J

37+14.28 49.10' R 37+73.

42.11'R

18 37+27.85 - 48.78' R 25 37+68.34 - 33.10' R End StrC & G

TC El (Match Existing) 22 37+63.26 - 45.88' R Center of Type 1 Detectable Warning Begin Str C & G & Type 1 Curb Ramp TC El (Match Existing)

19 37+21.56-37.11' R 26 37+73.43 - 27.60' R Begin Ramp Slope

23 37+63.08 - 38.88' R End 11' Rad C & G End Str C & G Begin Str C & G

20 37+18.05- 37.16' R Begin 11' Rad C & G TC El (Theor) Back of Turning Space TC El (Theor)

27 37+75.47 - 27.60' R 21 37+17.95 - 33.65' R 24 37+72.12 - 36.72' R End Str C & G

Begin Ramp Slope End Ramp Slope TC El (Match Existing)

STATE OF SOUTH

DAKOTA

Plotting Date:

7

8

9

10

11

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447

06/18/2020

37+88.25 - 34.76' L End Ramp Slope




37+70.54 - 44.60' L End Ramp Slope

TOTAL SHEETS

.!!1 [i:

B46 B61

2

3

4

5

6


40+28.75 - 34.87' L End Ramp Slope

40+34.68 - 27.50' L End Str C & G Begin 17' Rad C & G TC El (Theor)


40+51.65 - 43.41' L End 17' Rad C & G Begin Str C & G TC El (Theor)

40+45.96 - 49.01' L End Ramp Slope





8 40+45.01 - 42.33' L 11 Begin Ramp Slope



40+43.26 7 55.09' L 40+41.66 43.30' L

Q) ~

u5 j ro 0

12


40+95.11 - 40.90' L End Str C & G Begin 23' Rad C & G TC El {Theor)

41+21.17 39.08' L

41+21.16 34.08' L

Present US Hwy 18

19

20

21

22

23

40+00


40+19.93 - 27.60' R End Str C & G Begin 32' Rad C & G TC El {Theor)

40+23.28 - 35.22' R End Ramp Slope


40+43.52 - 52.71' R End Ramp Slope

24 40+51.58 - 54.88' R End 32' Rad C & G Begin Str C & G TC El (Theor)

40+39.37 58.75' R ------,~ -

25

26

40+51.88 - 56.89' R End StrC & G TC El (Match Existing)




Q) ~ u5 ro ] ro 0

29

30

41+00

41 +04.14 38.89' R 41+01.53 38.89' R 41+01.42 44.30' R Concrete Curb


40+93.72- 50.19' R End Ramp Slope


13

14

STATE OF SOUTH

DAKOTA

Plotting Date:

41 +04.30 - 36.93' L Begin Ramp Slope

41 +04.44 - 28.17' L

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447

06/18/2020


15

16

17

18

32

33

34

35

41+17.29-20.11'L End 23' Rad C & G TC El (Match Existing)


41+21.17 - 36.58' L End Ramp Slope

41+01.16 - 44.75' L End Ramp Slope



41 +08. 79 - 33.67' R End Ramp Slope

41 +16.66 - 28.00' R End StrC & G TC El (Match Existing)

36 41 +03.30 - 33.82' R Begin Ramp Slope


TOTAL SHEETS

.!!1 [i:

B47 B61

2

3


44+02.79 - 20.10' L End Str C & G Begin 20' Rad C & G TCEI

44+15.01 - 28.38' L



4

5


44+22.51 - 40.01' L End 20' Str C & G TC El (Match Existing)

6 44+60.66 - 27.15' L Center of Type 2 Detectable Warning


44+08. 75 - 34.30' L End Ramp Slope

7 43+90.20 - 28.00' R Begin Str C & G TC El (Match Existing)



44+06.88 49.64' L

**

44+11.88 49.61' L

43+97.41

39.10'L=m : < * 43+97.43 5 34.10' L

Present US Hwy 18

I

43+90.20 30.67' R

43+90.20 38.96' R

44+00

10

11

12

44+09.36 - 32.92' R

ro ,D.

E ::2



44+06.19 - 39.13' R Back of Turning Space

45+00


14 44+54.10 - 44.23' R Fillet Point


16 44+ 71.88 - 35.30' R Begin Ramp Slope

17

18

19

20

44+ 76.00 - 28.00' R End 22' Rad C & G Begin Str C & G TC El (Theor)

44+ 79.62 - 34.85' R End Ramp Slope

44+83.74 - 28.00' R End Str C & G

STATE OF SOUTH

DAKOTA

Plotting Date:


44+ 70.86 - 39.03' R Back of Turning Space

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447

06/18/2020

TOTAL SHEETS

.!!1 [i:

B48 B61

2

3


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

STATE OF SOUTH

DAKOTA

Plotting Date:

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447

06/18/2020

Note: All curb and gutter shown on this sheet is Type 868 except as noted.

47+73.45- 34.14' L End Ramp Slope

47+68.16- 20.20' L Begin 22.5' Rad C & G TC El (Match Existing)

47+78.83 - 29.90' L

4

5


47+85.77 - 41.28' L End 22.5' Rad C & G Begin Str C & G

47+85.85 - 45.14' L End StrC & G TC El (Match Existing)

Center of Type 1 Detectable Warning & Type 1 Curb Ramp 47+70.57

44.15' L 47+70.51 40.25' L

47+66.16

47+75.56 +75.46

40.25' L

47+66.16 35.25' L

Present US Hwy 18

L

48+00


6

7

48+43.53 46.48' L

48+43.54 39.77' L

7

48+45.17 - 37.85' L End Ramp Slope

48+33.72 - 42.30' L Fillet Point

48+48.53 46.49' L

48+48.54 41.54' L

48+54.65 39.71' L

48+54.63 34.71' L

8

9



10 48+42.08 - 24.33' L End 30' Rad C & G Begin 15 'Rad C & G TC El (Theor)

11 48+46.58 - 20.17' L Fillet Point

12 48+46.59-21.15' L End 15' Rad C & G TC El (Match Existing)


TOTAL SHEETS

.!!1 [i:

B49 B61

2

3

4

13

14

15



51 +52.31 - 22.22' L Begin 22' Rad C & G TC El (Match Existing)

51 +52.32 - 20.08' L Fillet Point

51 +58.00 - 30.83' L Center of Type 1 Detectable Warning & Type 2 Curb Ramp

51+64.87 -41.14' L End 20' Rad C & G Begin Str C & G

51+50.30 40.02' L

51+44.61 40.02' L

51+44.61 35.02' L

5

6


51 +64.98 - 43.59' L End StrC & G TC El (Match Existing)

51 +53.98 - 34.72' L End Ramp Slope

51+55.37 44.88' L 52+07.83

45.83' L

7

8


-Q)

51+45.36 Q) .... -34.87' R (/) -51+43.52 C Cll

34.87' R .... (!)

51+43.52 39.87' R

51+49.78- 33.68' R 16 51 +54.45 - 28.46' R 19 End Ramp Slope Center of Type 1 Detectable Warning

& Type 1 Curb Ramp

51+51.74-23.11' R 20 Begin 25' Rad C & G 17 51 +64.30 - 39.98' R TC El (Match Existing) Fillet Point

51 +51.75 - 20.12' R 18 51+64.15 - 39.98' R 21


51 +98.23 - 43.41' L End Str C & G Begin 23' Rad C & G TC El (Theor)

52+16.36 39.61' L 52+16.36 34.61' L

51 +99.13 - 40.40' R Fillet Point


52+15.80 - 30.25' R

52+26.78 33.25' R

52+26.78 38.25' R

Fillet Point End 25' Rad C & G Center of Type 1 Detectable Warning TC El (Match Existing) & Type 2 Curb Ramp

STATE OF SOUTH

DAKOTA

____ P_R_OJ_EC_T ___ ---1 SHEET

NH 0018(232)447



10 52+10.91 - 20.17' L Fillet Point

11 52+10.95 - 22.60' L End 23' Rad C & G TC El (Match Existing)

12 52+11.18-32.55'L End Ramp Slope

22 52+23.31 - 20.38' R Fillet Point

23 52+23.80 - 21.87' R End 37' Rad C & G TC El (Match Existing)

24 52+21.19 - 33.12' R End Ramp Slope

TOTAL SHEETS

I:: Cl

"Cl ..: u f?l cl a. ..,. 13 I::

~

f ::::i

.!!1 [i:

B50 B61CURB RAMP LAYOUT * Turning Space with 1.5% slope



55+28.39 - 32.54' L 2 Center of Type 2 Detectable Warning

3

~

Present US Hwy 18

55+00

9

10

55+77.37 - 45.54' L End Ramp Slope


-Q)

~ -Cl) ... Q) -0 -0 ::2

55+75.06 45.54' L

55+70.21 35.01' R

55+70.21 40.01' R

55+75.21 40.01' R



4

5

11

12


6

55+ 76.39 - 26.98' L 7 Center of Type 1 Detectable Warning & Type 2 Curb Ramp

55+86.97

8 33.31' L

55+86.96 22.83' L

56+00

55+85.21 35.01' R

55+85.21 40.01' R

55+80.21 40.01' R


55+77.71-35.01'R End Ramp Slope

8

STATE OF SOUTH

DAKOTA

Plotting Date:

1------PR_O_JE_CT ___ ---I SHEET

NH 0018(232)447

06/18/2020


55+86.75- 20.17' L End 23' Rad C & G TC El (Match Existing)

55+86.97 - 30.81' L End Ramp Slope

TOTAL SHEETS

I:: Cl

"Cl ...: u :g cl a. ..,. 13 I::

~

f ::::i

.!!1 [i:

B51 B61

2

3

4


60+39.40 - 25.68' L End Ramp Slope


60+49.29 - 28.57' L



5

6

7

8




60+51.03- 35.11' L End Ramp Slope

9 60+94.88 - 34. 76' L End Ramp Slope

10 60+88.75-40.16' L Begin Str C & G TC El (Match Existing)

11 60+88.76 - 37.63' L End Str C & G Begin 18' Rad Fillet

Center of Type 1 Detectable Warning 60+45.86 - 31.98' L Back of Turning Space 12 60+96.55-31.16' L

& Type 3 Curb Ramp Begin Ramp Slope

60+97.77 35.57' L 60+99.45

33.13' L

60+48.75 36.15' L

60+46.82 33.85' L Q)

_g; Concrete Curb

60+38.74 28.60' L

60+36.65 27.71' L

Present US Hwy 18

60+37.04 35.01' R

60+32.04 35.01' R

60+32.04 40.01' R

19 60+35.04 - 20.00' R 21 Begin Str C & G TC El (Match Existing)

20 60+39.54 - 22.67' R 22 Center of Type 1 Detectable Warning & Type 1 Curb Ramp

60+42.04 35.01' R

60+47.04 35.01' R

60+47.04 40.01' R

(/)

Q) Cl

..!!2 0 (.)


60+39.54 - 30.67' R End Ramp Slope

~ ~ El--..c---61 +07.28 29.27' L

61+00

61+12.26 28.77' L

61+12.26 26.40' L

61+09.39 26.42' L

STATE OF SOUTH

DAKOTA

____ P_R_OJ_EC_T ___ ---1 SHEET

Plotting Date:



15 61+07.28 - 25.77' L End Ramp Slope

16 61+06.75- 20.10' L End 18' Rad Fillet Begin Str C & G TC El (Theor)


18 61+00.15- 31.50' L Back of Turning Space

NH 0018(232)447

06/18/2020

TOTAL SHEETS

.!!1 [i:

B52 B61

2

3

4

5

66+50.62 - 20.1 O' L Begin 21' Rad C & G TC El (Match Existing)

66+52.84 - 25.91' L End Ramp Slope


66+63.55 - 28.21' L

6

7

8




66+65.93 - 38.90' L End Ramp Slope

66+71.75 - 40.95' L End21'RadC&G Begin Str C & G TC El

66+ 71.80 - 46.76' L End Str C & G TC El (Match Existing)


Center of Type 1 Detectable Warning & Type 3 Curb Ramp 9 66+59.44 - 32.35' L

Back of Turning Space


Concrete Cur 66+52.37 29.38' L

66+50.47 27.94' L

66+50.51 22.77' L

66+64.39 44.12' L

Present US Hwy 18

-Q) Q) ,._

~ -(/) ,._ Q)

1 ..J

67+00

STATE OF SOUTH

DAKOTA

Plotting Date:


NH 0018(232)447

06/18/2020

TOTAL SHEETS

I:: Cl

"Cl ...: u lo cl a. ..,. 13 I::

~

f ::::i

.!!1 [i:

B53 B61

0 0 <:'!

- • • . .0 • • ·, : · v . . . . .

Variable

SECTION A-A

½" Preformed Expansion Joint Fil ler (See standard plate 650.90)

Concrete Curb and Gutter

Sawed Joint to be filled with Hot Poured Elastic Joint Sealer

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 speclal detalls 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 MS Concrete will be used in construction of the fillets.

The concrete curb will be monolithic with the concrete fillet. No separate payment for this cuirb 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: 2nd Otr. 2020

s D D 0 T

PCC FIUET SECTION WITH TYPE B CURB AND GUTTER

PLATE NUIIBER

380.16

Steet I of I

. .

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0018(232)447

06/18/2020

I Optional concrete curb shown. R½" Preformed See Perspective View, Detail E, Expansion Joint Filler (Typ.) and Detail F on sheet 2 of 2

Width of PCC A roach Pavement for 0ther options. .,_ _ ____ ___:_cc.:.=.:...:....::..:....:....-=....::....:....:c.c:..:.-=.:::.::..:..:...:......:::..::.=.:..:..=.:..:..:..._ _____ ___

*** \ Width of Driveway and Type p 1 *** l2l Use only with .,__....:..:....:..:...._--i-------c=-o-n-c-re...,t_e_,G;,..u...,tt...,e-r--'-'-----i--....:..:...::..:....:.:--,..l optional curb.

C

l2l 5'-0" Transition Concrete

Sidewalk (Typ.)

!~ 1 B r-------Contraction Joint--+-----1 8 '--t--;-----,-------------+----+-+---~


Concrete Curb Transition

10% (Max.) ' ~ ' . .......

• <l

PCC Approach Pavement

"--4" Granular Material

½'' Preformed Expansion Joint Filler

PLAN VIEW {Optional Curb Shown)

** 5'-0" (Min.)

<1

1.5% Design 2% (Max.)

SECTION A-A

Width of Driveway


Concrete Curb Transition

See Detail C

. . ..

• o • •• 0 • • 0 ~ • • • 0 0

Type P Concrete Gutter

½" Preformed Expansion Joint Filler

*** and Type P *** Concrete Sidewalk 7.5% Design Concrete Gutter 7 .S% oesi~

~;;;~-2--·-:~ .. .-:8\:2;7:-:,f-0rk.Fi3~;¾~~'.;·~~M;-~~x;-~-:)s··~-~~-·i:.;z:.--,'. _[:~'._::z.--.-. .- ;;:,-. :z:j t:::-:-::k::r--z;B~-;3~0;.~0 (iMfax±.)±_ 2JttS;~ PCC Approach Pavement PCC Approach Pavement

4" Granular Material

SECTION B-B * 8 inches at Commercial Approaches

** Sidewalk width is 5 feet unless specified otherwise in the plans. The cross slope of the sidewalk is designed at 1.5% and will not be steeper than 2% unless specified otherwise in the plans.

*** The slope of the type B PCC approach. pavement in these areas will match the slope of the concrete curb transition and the length will not be longer than 15 feet. The slope is designed at 7.5% and will not be steeper than 8.3% unless specified otherwise in the plans.


s D D 0 T

TYPE B PCC APPROACH PAVEMENT

June 26. 2019

PLATE NUIIBER

380.41

Sheet I of 2

SHEET TOTAL

SHEETS

C: Cl

"C ai C: a

~ CJ)

tJ a: B

~ a..

~ C:

::::; ~

.!!1 [i:

B54 B61

0 0 <:'!

\

Elevation at top of optional concrete curb will match the theoretical top of mainline curb elevation.

S" 3" R. (Typ.) [

Theoretical Top of Mainline Curb Elevation

Elevation at Top ~ ¾" R. (Typ.) 1.5% Design

==r--->-....J 2% (Max.) -----of Curb Taper

PCC Approach Pavement

½" Preformed------.--Expansion Joint Filler

DETAIL E (Optional Rectangle Pavement Shown)

GENERAL NOTES:

SECTION D-D (Optional Curb Shown)

- -\

Sawed joint filled with hot poured elastic joint sealer

D PCC Approach Pavement Limits

See Details E andl F for other Options

½" Preformed Expansion Joint FIiier

-:: I I fa" (Min.)

¼" R.

DETAILC

PERSPECTIVE VIEW DETAIL F (Optional Curb Shown) (Optional Triangle Pavement Shown)

Use the plan specified option for the pavement adjacent to the driveway and sidewalk. The options are shown above in the Perspective View, Detail E, and Detail F.

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

Contraction joints in the type 8 PCC approach pavement will be 1 ½ 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 ¼ 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 8 PCC approach pavement and constructing the e•xpansion and contraction joints including labor, equipment, excavation, and materials including the earthen backfi ll and granular material will be incidental to the contract unit price per square yard for the corresponding PCC Approach Pavement contract item.


s D D 0 T

TYPE B PCC APPROACH PAVEMENT

June 26. 2019

PL.ATE NUIIBER

380.41

Steet 2 of 2

N

t-

6" 2"

I I

'il . b.

~ -- - - -

A I>

17 .

~

I ..

GENERAL NOTES:

24"

22"

32" .I

STATE OF SOUTH

DAKOTA

Plotting Date:


NH 0018(232)447

06/18/2020

The stated radii on the plans and cross sections refer to this line and it will also be the basis for horizontal linear foot measurement and payment.

TYPE B CONCRETE CURB AND GUTTER

T1 T2 Cu. Yd. Lin . Ft. Type (Inches) (Inches) Per Per

Lin. Ft. Cu. Yd.

B66 6 51/,s 0.057 17.7

867 7 61/,s 0.065 15.4

868 8 71/,s 0.073 13.7

B68.5 8 .5 7o/,6 0 .077 13.0 B69 9 81/,s 0.081 12.3

B69.5 9.5 8o/,5 0 .085 11.7

8610 10 91/,s 0 .090 11 .2

8610.5 10.5 93/is 0.094 10.7

8611 11 10¾6 0.098 10.2 B611 .5 11.5 10~6 0.102 9.8

B612 12 11 ¾s 0.106 9.4

When concrete curb and gutter longitudinally adjoins new concrete pavement, the method of attachment will be by one of the methods shown on standard plate 380.11.

See standard plate 650.90 for expansion and contraction joints in the curb and gutter.

TYPE B CONCRETE CURB AND GUTTER

December 23. 2019

PL.ATE NUIIBER

650.01


s D D 0 T Steet I of I

TOTAL SHEETS

C: Cl 'C ai C: a ti "' CJ)

tJ a: B CJ)

u a. st 0 0 C:

::::; ~

.!!1 [i:

B55 B61

0 0 <:'!

22"

¾"to½" Radius (Typ.)-i 5% Slope . j ' <l L'.\. <l . L'.\.

~ . · ~ - ~ t:,. [:> . t:,. f>

t::, .

2% Slope . · c::,.

32" .I TRANSVERSE SECTION

Approach

D Type P Concrete Gutter Limits and/or

Driv~way

Payment llmlts for . I

Width of Type P Concrete Gutter

The stated radii on the plans and cross sections refer to this line and it will also be the basis for horizontal linear foot measurement and payment.

TYPE P CONCRETE GUTTER

T1 T2 Cu. Yd. Lin. Ft. Type

(Inches) (Inches) Per Per Lin. Ft. Cu. Yd.

P6 6 63/s 0.047 21.2 P7 7 73/s 0.055 18.1

P8 8 83/s 0.064 15.7

PB.5 8.5 8½ 0.068 14.8 pg 9 93/s 0.072 13.9

P9.5 9.5 9½ 0.076 13.2

P10 10 103/a 0.080 12.5 P10.5 10.5 10½ 0.084 11.9

PH 11 113/s 0.0S.8 11 .3 P11.5 11 .5 11½ 0.092 10.8 P12 12 12¾ 0.096 10.4

Payment limits for

Concrete Curb and I ' G 11 L' I Concrete Curb and Gutter I C u er ine Gutter

t I ,z-------~r----~--J---------~ I t ~ * ½" Preformed ~ Concrete 6urb Taper/ ½" Preformed*

Expansion Joint Filler (See Standard Plate 650.35) Expansion Joint Filler

PLAN VIEW * Joint will not be needed if concrete curb and gutter and type P concrete gutter is placed at the same time.

If the ½" preformed expansion joint filler is provided, then the joint will be sealed in accordance with standard plate 650.90.

GENERAL NOTES:

The concrete for the type P concrete gutter will comply with the requirements of the specifications for class M6 concrete.

When concrete gutter longitudinally adjoins new concrete pavement, the method of attachment will be by one of the methods shown on standard plate 380.11.

Transverse contraction joints will be constructed at 10-foot intervals in the concrete gutter except when concrete gutter is constructed adjacent to mainline PCC pavement. When concrete gutter is constructed adjacent to mainline PCC pavement, a transverse contraction joint will be constructed in the concrete gutter at each mainline PCC pavement transverse contraction joint location.

When concrete gutter is placed monolithically with mainline PCC pavement, the transverse contraction joints in the concrete gutter will be sawed and sealed the same as the transverse contraction joints in the mainline PCC pavement.

When concrete gutter is not placed monolithically with the mainline PCC pavement and when the adjacent mainline surfacing is not PCC concrete, the transverse contraction joints in the concrete gutter will be 1½ 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 ¼ the thickness of the concrete.


s D D 0 T

TYPE P CONCRETE GUTTER

December 23. 2019

PL.ATE NUIIBER

650.30

Steet I of I

The turning space is 5'x5' unless stated otherwise in the plans. (See Detail E)

Detectable warn as specified in plans.

I

J ;: ,I

STATE OF SOUTH

DAKOTA

Plotting Date:


NH 0018(232)447

06/18/2020

11--½" Preformed Expansion Joint Filler (See t •1 specifications and standard plate 651.75)

:-i:::-·S -~ I

~ ~ i . (;:' ' ;f "-~<tr j The edge of the curb and gutter concrete ** -.Q , adjacent to the type 1 detectable warnings cf will be straight, but may be curved when

, / using type 2 detectable warnings.

Reference point for location of curb ramp as shown in the plans. _,, ~flf,if' ✓

B OQ ~ 1--.----r-

Bottom of Curb

------ : : :: =: =---- --- --- --- --~~-~ !~~~2--_J

PLAN VIEW (With 6'+ Curb Transition)


Detectable warnings--'\'iw,>.>~ as specified in the plans.

No. 4 Rebar 1'-6" Length Drilled and Grouted (Typ.)

DETAIL E ISOMETRIC VIEW

(If turning space concrete Is placed monolithic with surrounding concrete,

then this detail is not necessary.)

½" Preformed Expansion Joint Filler (See specifications and standard plate 651.75)

, §' 1~W The edge of the curb and gutter concrete ef' adjacent to the type 1 detectable warnings

, will be straight, but may be curved when j using type 2 detectable warnings.

, , ~q,.:i~Q, ✓ Reference point for location of curb C ~\-,,,.'0(;'. ~ "\,./~ ramp as shown in the plans.

,,,,-;,,~ 0 -1 -~\'o-~

,... - / Bottom of Curbl

------=: ::=: =~ ~ --------------~~~? J~?_~)-J PLAN VIEW

(With 2' Curb Transition)


s D D 0 T

TYPE 1 CURB RAMP (PERPENDICULAR CURB RAMP}

F ebruor 14. 2020

PL.ATE NUMBER

651.01

Sheet I of 3

TOTAL SHEETS

C: Cl

"C ai C: a

~ CJ)

tJ a: B

~ a..

~ C:

::::; ~

.!!1 [i:

B56 B61

0 0 <:'!

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% and will not exceed 15' in length unless stated otherwise in the plans.

The curb ramp length may be computed based on the Intersection of a continuous 1 .5% theoretical slope from theoretical top of curb {TTOC) with the curb ramp using a continuous 7.5% curb ramp slope. The

* elevation of point TCR will 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 will be adjusted as necessary to meet all slope and length requirements based on field geometrics.

The cross slope of the ramp wil l 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 will 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 will be a minimum of 6' long , a maximum of 10' long, and the curb transition slope will not be steeper than 10% unless stated otherwise in the plans. The curb transition length will be adjusted as necessary to meet slope and length requirements based on field geometrics.

**** The ramp width Is 5' unless stated otherwise In the plans.

.lo!: t/l - Q) Ill C: ~ .lo!:

\ TCR \ See Detail D Curb (TTOC)

"'l Q) (.J

'O ··- ..C: (1)1,-

/

Theoretical Top of

S' \ * Curb Ramp Slopes wiU be the same as both '"'I ~,...T_u_rn_i_n_g_S_p_a-ce ...... -, ~- -----....;....2-, _ ,_., I are a portion of the curb ramp.

f- -J BCR

f ** Slope

Design 1.5% 2% (Max.)

* Curb Ramp Slope Design 7.5% 8.3% (Max.)

I .. Curb., I ,.Pavement., .. and

Gutter

½" Preformed Expansion Joint FIiier Detectable warnings as specified in the plans.

(See specifications and standard plate 651 .75)

SECTION A-A

***6' (Min.) ****5' ***6' (Min.) I • " I •curb Ramp" I • " I

~Curb Transition~

t-:··· ....... .<01, .. L · ,• .. • . . -.,.h7S. ......... <· t . . • _ . .. ' -. ·· ... . "L P . .. . . . . . .. ' •. • . . . .. . ' ,• " . .. . - ■ ' .. . ,. , ·, · .· " . .. . . • •

SECTIONAL VIEW B-B

Detectable warnings as specified In the plans.

Flush 2' ****5'

Curb Ramp 2'

I I icu,b Trans,ion*

DETAIL D SECTIONAL VIEW C-C

F ebruar 14. 2020

PL.ATE NUIIBER

651. 01


s D D 0 T

TYPE 1 CURB RAMP (PERPENDICULAR CURB RAMP)

Sheet 2 of 3

GENERAL NOTES:

STATE OF SOUTH

DAKOTA

Plotting Date:

For illustrative purpose only, type 1 detectable warnings are shown in the drawings.

PROJECT

NH 0018(232)447

06/18/2020

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 illustrative purpose only, the curb ramp location is shown at the center of a PCC fillet section. The curb ramp will be placed at the location stated in the plans.

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

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

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

The normal gutter line profi le will be maintained through the area of the ramp opening.

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

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

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

There will be no separate payment for curb ramps. The curb ramp will be measured and paid for at the contract unit price per square foot for the corresponding concrete sidewalk contract item. The square foot area of the detectable warnings will 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 furn ish and install the rebar will be incidental to the contract unit price per square foot for the corresponding concrete sidewalk contract item.

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

The type 1 detectable warnings will be measured to the nearest square foot. All costs for furn ishing and installing the type 1 detectable warnings including labor, equipment, materials , and incidentals will be paid for at the contract unit price per square foot for "Type 1 Detectable Warnings".

The type 2 detectable warnings will 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 will be paid for at the contract unit price per square foot for "Type 2 Detectable Warnings".


s D D 0 T

TYPE 1 CURB RAMP (PERPENDICULAR CURB RAMP}

F ebruorv 14. 2020

PL.ATE NUIIBER

651. 01

Sheet 3 of 3

SHEET TOTAL

SHEETS

C: Cl 'C ai C: a

~ CJ)

tJ a: B

~ a..

~ C:

::::; ~

.!!1 [i:

B57 B61

The turning space is 5'x5' 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 will be placed as shown in detail D.

I

L c(

PLAN VIEW (With 6'+ Curb Transition)

Detectable warnings as specified in the plans.

Back of Curb

181This shaded area is a transition .

Ramp slope ends along this line.


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

*** The curb transition will be a minimum of 6' long , a maximum of 1 0' long , and the curb transition slope will not be steeper than 10% unless staled otherwise in the plans. The curb transition length will be adjusted as necessary to meet slope and length requirements based on field geometrics.

Bottom of Curb Ramp (BCR)

½" Preformed Expansion Joint Filler (See specifications and standard plate 651. 75)

Ramp slope ends along this line.

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

Detectable warnings as specified--+Hm+/.J~ in the plans.


s D D 0 T

DETAIL D

The edge of the curb and gutter concrete adjacent to the type 1 detectable warnings will be straight, but may be curved when using type 2 detectable warnings.

F ebruar 14. 2020

TYPE 2 CURB RAMP (DIRECTIONAL CURB RAMP)

PLATE NUIIBER

651.02

Steet I 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 will be placed as shown in detail D.

Back of Curb

N

00 Top of Curb~ ::!: gil Ramp (TCR) <U C: 3: ..><: 5' a, CJ

~ ~ I '"'Turning Space" I "' f * Curb Ramp Slo.pe

Design 7.5%,

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

Detectable warnings

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0018(232)447

06/18/2020

as specified In the plans. DETAIL E ISOMETRIC VIEW

(If turning space concrete is placed monolithic with surrounding concrete ,

then this detail is not necessary.)

** Slope 8.3% (Max.) Detectable warnings Design 1.5% as specified in the plans. 2% (Max.)

SECTION A-A ½" Preformed Expansion Joint Filler (See specifications and standard plate 651.75)

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% and will not exceed 15' in length unless stated otherwise in the plans.

The elevation of point TCR will always be higher than the elevation of point TTOC unless specified * otherwise in the plans. The curb ramp length dimension as shown in tihe plans wil l be adjusted as

necessary to meet all s lope and length requirements based on field geometrics.

The cross slope of the ramp will 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 will 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 ramp wid'lh is 5' unless stated otherwise in the plans.


s D D 0 T


F ebruar 14. 2020

PLATE NUIIBER

651.02

Sheet 2 of 3

SHEET TOTAL

SHEETS

C: Cl 'C ai C: 0

~ CJ)

~ a: B

~ 0..

~ C:

::::; ~

Q)

II:

B58 B61

0 0 <:'! GENERAL NOTES:

For illustrative purpose only, type 1 detectable warnings 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. The curb ramp will be placed at the location stated in the plans.

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

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


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

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

Care will be taken to ensure that the surfac,e of the detectable warnings are clean and maintains a uniform color.

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

There will be no separate payment for curb ramps. The curb ramp will be measured and paid for at the contract unit price per square foot for the corresponding concrete sidewalk contract item. The square foot area of the detectable warnings will 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 will be incidental to the contract unit price per square foot for the corresponding concrete sidewalk contract item.

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

All costs for furnishing and installing the transition area at the base of the curb ramp will be incidental to the contract unit price per foot for the corresponding curb and gutter contract item when curb and gutter is used and will be incidental to the contract unit price per square yard for the corresponding PCC fil let section contract item when a PCC fillet section is used.

The type 1 detectable warnings will be measured to the nearest square foot. All costs for furn ishing and installing the type 1 detectable warnings inciuding labor, equipment, materials, and incidentals wlll be paid for at the contract unit price per square foot for "Type 1 Detectable Warnings".

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


s D D 0 T


February 14. 2020

PLATE NUIIBER

651. 02

Sheet 3 of 3

I E

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

Sawed Tooled

curb edge to concrete r Transmon from concrete

sidewalk edge.

..c 5' (Typ.)

,._ co ::,

"I u

-11 111 11 a.

E * Ramp (I)

c::: -le Slope -IC

111 11 B \.

- I .. * Curb Transition,

I

~~ -0 ::::uS .__,tc :::: -le ~·~

....... ....... ....... ~

STATE OF SOUTH

DAKOTA

Plotting Date:


NH 0018(232)447

06/18/2020

awe or ooe on S d T ld J lt

½" Preformed Expansion Joint l Filler (See specifications and standard plate 651 .75) ~

I

111 111 iirrRamp

Slope

11 111 -~L .... ' B \

I *** * 5' \ I * Curb Transition 1-; ; ; -\

L sack of Curb

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

/ Turning \

_/ s7:: ~

\_ Detectable warnings as 'fi n h n spec, 1ed I t e pla s.


s D D 0 T

Ramp Opening

PLAN VIEW (With Straight Curb and Gutter)

TYPE 3 CURB RAMP (PARAUEL CURB RAMP)

February 14, 2020

PLATE NUIIBER

651.03

Sheet I of 3

TOTAL SHEETS

C: Cl

"C ai C: a

~ CJ)

tJ a: B

~ a..

~ C:

::::; ~

.!!1 [i:

B59 B61

0 0 <:'!

* The curb transition slope will 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 will not exceed 15' in length unless stated otherwise in the plans. The curb transitions and curb ramp lengths will be adjusted as necessary to meet all slope and leng'lh requirements based on field geometrics.

** The cross slope of the ramp will 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 will 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'x5' unless stated otherwise in the plans.

0 The curb height will be 6" unless stated otherwise in the plans.

See Detail D (/) ..:,c C/l - Q) Cll c: ::::..:,c Q) (.) -o ·-·- .c: C/)1,-

* **SI ope 1.5% Design 2% (Max.)

Pavement

Slopewlll be between 5% and 8.3%


Detectable warnings as specified in the plans.

SECTION A-A

DETAIL D

Rebar spaced at 1 '-3" C. to C.

cof0

3" R.

¾"R.

l ..:,c (/) - Q) co C: ;: ..:,c

~-2 ·- .c: UH-

r c3 N

R .. . , .a . - .

~~/) ebar '-)t :{; .:i,:•·tl;-,:-:_~..-:~>-.- J ~I

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


s D D 0 T

Detectable warn ings as specified in the plans.

Flush

12

DETAIL C

* Curb Transition . **** 5' • * Curb Transition

I Turning j Spaoe II

~*Ramp Slope~

SECTIONAL VIEW B-8


F ebruar 14. 2020

PLATE NUIIBER

651.03

Sheet 2 of 3

GENERAL NOTES:

STATE OF SOUTH

DAKOTA

Plotting Date:

For Illustrative purpose only, type 1 detectable warnings are shown In the drawings.


NH 0018(232)447

06/18/2020

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 will be placed at the location stated In the plans.

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

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


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

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

Care will be taken to ensure that the surface of the detectable warn ings are clean and maintains a uniform color.

The detectable warnings will be cut as necessary to fit the plan specified limits of the detectable warnings. Cost for cutting the detectable warnings will be incidental to the corresponding detectable warning contract 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 will conform to ASTM A615, Grade 60. Cost for furnishing and installing the reinforcing steel will be Incidental to the contract unit price per square foot for the corresponding ooncrete sldewallk contract Item.

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

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

The type 1 detectable warnings will be measured to the nearest square foot. All costs for furnishing and Installing the type 1 detectable warnings including labor, equipment, materials, and incidentals will be paid for at the contract unit price per square foot for "Type 1 Detectable Warnings".

The type 2 detectable warnings will 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 will be paid for at the contract unit price per square foot for "Type 2 Detectable Warnings".


s D D 0 T


F ebruorv 14. 2020

PLATE NUIIBER

651.03

Sheet 3 of 3

TOTAL SHEETS

C: Cl

"C ai C: a

~ (/)

tJ a: B

~ a..

~ C:

::::; ~

.!!1 [i:

B60 B61

0 0 <:'!

""I'"' R~a,·1 Railroad S'd lk 1'' '. 1

1 ewa 7 2'-0" - , •:

IE IE DOT Construction Limits RR Construction Limits

ill ~

~

\ I E .. I ----jfE-- >-----------\ --::-:-: :-: :-:-:: _____ ....,. i.----Double Thickness of

al '2F- :::::::::: ~ Preformed Expansion ~ ui l!'.! -;- •· •··· • •· Joint Filler Material al C ';; (1l :::::::::, I

AL [ I ·[ ; --*:..;...;.:;*--- :: ::::::: '1 tA •w ... ----+- o N _____ .., .. _._ .• _._··_·+------+----fr.fl,-----.----'

.s::: -~ .!: -IC :::::::::. I ~ •.•.••..•• I

:: ::::: :: ·

T: detectable warnings will be the typej specified in the plans and placed the same width as the sidewalk.

' 12' (Min.) to 15' (Max.) 1

(From Nearest Rail)

PLAN VIEW

. .

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

** If the sidewalk is curbside, then the surface of the curbside sidewalk will match the slope of the curb transition. The longitudinal slope of the sidewalk and curib transition, where the sidewalk transitions to the rai lroad crossing elevation, is designed at 4.5% and will not be steeper than 5% unless stated otherwise in the plans.

** If there Is a boulevard sidewalk, then the curb and gutter transition will be In accordance with standard plate 650.35. The longitudinal slope of the sidewalk, where the sidewalk transitions to the railroad crossing elevation, is designed at 4.5% and will not be steeper than 5% unless stated otherwise in the plans.


s D D 0 T

SIDEWALK AND DETECTABLE WARNINGS ADJACENT TO RAILROAD CROSSING

F ebruarv 14. 2020

PL.ATE NUIIBER

651.20

Sheet I of 2

STATE OF SOUTH

DAKOTA


NH 0018(232)447

DOT Construction Limits IIIIIE: 71111.

Double Thickness of Preformed Expansion Joint Filler Material

... lllllll.


RR Construction Limits ... lilF

Railroad Crossing Surfacing Detectable warnings as

~~ specified In the plans. ~ J See Detail B ~

~ '=J: µ...==::;;::::====;::::::::::~~,.D~~-f---L.. ~ Rai:o rj:~~~~~~~~~i;:~~~ ............... =-,....,...................,=I_

DOT Construction Limits • •

GENERAL NOTES:

• I •

,, V V Ballast ! _j 6" to 12" Rectangular Trench with Drain (may not be in place)

RR Construction Limits ., .. SECTION A-A

rn ~ rn - Cl> <1l C 3: ..><: Flush Cl> ()

For illustrative purpose only, type 1 detectable warnings are shown In the drawings. 'O ·-·- ..c UH-Ballast material will not be disturbed during construction work adjacent to the railroad crossing unless the adjacent work Involves reconstruction or maintenance of the railroad crossing.

The sidewalk will be placed at the location stated In the plans and will be perpendicular to the railroad crossing. DETAIL B

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

If curb and gutter is required adjacent to the railroad crossing, the curb transition will be measured and paid for at the contract unit price per foot for the corresponding curb and gutter contract item.

The type 1 detectable warnings will be measured to the nearest square foot. All costs for furnishing and installing the type 1 detectable warnings including labor, equipment, materials, and incidentals will be paid for at the contract unit price per square foot for "Type 1 Detectable Warnings".

The type 2 detectable warnings will 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 will be paid for at the contract unit price per square foot for "Type 2 Detectable Warnings".

The square foot area of the detectable warnings will be included in the measured and paid for quantity of sidewalk.


s D D 0 T

SIDEWALK AND DETECTABLE WARNINGS ADJACENT TO RAILROAD CROSSING

F ebruor 14. 2020

PL.ATE NUIIBER

651.20

Sheet 2 of 2

TOTAL SHEETS

C: Cl

"C ai C: a

~ CJ)

tJ a: B

~ a..

~ C:

::::; ~

.!!1 [i:

B61 B61

* Concrete Gutter or Concrete \ Curb and Gutter \

r-- ------ ___ _ ,1

,. _ _ _ - --- -- - - - - -- - _ 1


* Concrete Gutter or Concrete \ Curb and Gutter \

1· -- --- -- - ____ _I

B Width of boulevard as specified in the plans .

T Thickness of PCC sidewalk as specified in the plans.

W Width of PCC sidewalk as specified in the plans.

B

See Detail A

w

* PCC Sidewalk

Granular Cushion Material

ELEVATION VIEW (PCC Sidewalk without Boulevard)

* PCC Sidewalk

N

See Detail A


ELEVATION VIEW (PCC Sidewalk with Boulevard)

PCC Sidewalk


PCC Sidewalk

* Type as specified in the plans. / 37.5' (Max.) 75' (Max.)

/ ~---------- ---------------------~ / I GENERAL NOTES: PLAN VIEW

The PCC sidewalk will be constructed In accordance with Section 651 of the Specifications.

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

The maximum length between expansion joints in the PCC sidewalk is 75 feet.

PCC sidewalk placed adjacent to intersection of roadways will have an expansion joint placed transversely a maximum of 37.5 feet from the Intersection. See Plan View.

An expansion joint in the PCC sidewalk will consist of a ½ -inch thick preformed expansion joint fi ller material placed full depth and width of the PCC sidewalk.

** Large areas of PCC pavement adjacent to the 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 will construct the joint treatment In accordance with the plans.


s D D 0 T

PCC SIDEWALK

F ebruar 14. 2020

PLATE NUMBER

651.75

Steet I of 2

* PCC Sidewalk


* PCC Sidewalk

Compressible Material

ELEVATION VIEW (PCC sidewalk adjacent to

earthen material, landscape rock, or other compressible materials)

STATE OF SOUTH

DAKOTA


NH 0018(232)447




asphalt concrete pavement)

Building or Other Rigid Structure

AC Pavement


* PCC Sidewalk


½" ½.;--i, 7 It-

~~..:....,....,...,-~H I> Granular---=,.:...:::,,:..:.., _ · 17 Cushion Material

** Double Thickness of ½" Preformed Expansion Joint FIiier or as specified in the plans

ELEVATION VIEW (PCC sidewalk adjacent

to PCC pavement)

I> .

Double Thickness of ½" Preformed Expansion Joint Filler


building or other rigid structure)

PCC Pavement


DETAIL A


s D D 0 T

(Use Appropriate Detall(s))

PCC SIDEWALK

F ebruar 14. 2020

PLATE NUMBER

651. 75

Sneet 2 of 2

TOTAL SHEETS

C: Cl

" ai C: 0

~ CJ)

~ a: B

~ 0.

~ C:

::::; ~

Q)

II:

apps.sd.govapps.sd.gov/HC65C2C/EBS/lettings/electronicplans/04PC_SectionB.pdf · B1 B61 0 0

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Transcript of apps.sd.govapps.sd.gov/HC65C2C/EBS/lettings/electronicplans/04PC_SectionB.pdf · B1 B61 0 0