MVSC Paving Bid Set.pdf

SHEET INDEX:

Drawings indicate general utility locations only. Neither the correctness or completeness of locations are guaranteed.

Prior to excavation contact:

SOUTH DAKOTA ONE CALL (1-800-781-7474) Gaard A. Rops P.E. S.D. No. 8738

I, Gaard A. Rops, hereby certify that these plans, except where otherwise indicated, were prepared by me, or under my direct supervision and that I am a duly registered engineer under the laws of the State of South Dakota.

Date

REG

IST

ERE

D PROFESS I ONAL ENGI NEER

REG . NO .

S O U T H D A K O T A

ROPS

GAARD A.

NATIONAL GUARD READINESS CENTER -

SIOUX FALLS, SOUTH DAKOTA

SHEET # SHEET NAME

0 TITLE SHEET

1 GENERAL NOTES

2 PAVEMENT PLAN

3 GRADING PLAN

4 DETAILS

VICINITY MAP (REGIONAL):

PLANS ISSUED BY:

CIVIL ENGINEER / SURVEYOR

STOCKWELL ENGINEERS, INC.

801 N. PHILLIPS AVE., SUITE 100

SIOUX FALLS, SD 57104

PH: 605.338.6668

FAX: 605.338.8750

LOCATION MAP (LOCAL):

CLIENT:

H Y D

- POWER POLE

- STREET LIGHT

- HISTORICAL STREET LIGHT

- UTILITY CLOSURE

- FIRE HYDRANT

- WATERMAIN VALVE & BOX

- GUY WIRE

S

D

- FIBER OPTIC MANHOLE

- UTILTIY CLEANOUT

- WATERMAIN CAP

- SIGN

- PARKING METER POST

- GAS VALVE

- MAIL BOX

- SPRINKLER HEAD

W - WELL

- TRAFFIC SIGNAL LIGHT

- TREE STUMP

- CONIFEROUS TREE

- DECIDUOUS TREE

8"

30"

- ELECTRIC MANHOLE

- TELEPHONE MANHOLE

- WATER MANHOLE

- SANITARY MANHOLE

- STORM SEWER MANHOLE

- SHRUB

- FLAGPOLE - UTILTIY RISER

M - UTILITY METER

- FLOOD LIGHT

- WATERMAIN SHUTOFF

LEGEND OF SYMBOLS:

- FIBER OPTIC

- UNDERGROUND POWER

- OVERHEAD POWER

- GAS MAIN

- STORM SEWER

- WATER MAIN

- COMBINED SEWER

- SANITARY SEWER

- SANITARY SEWER FORCE MAIN

- MINOR CONTOUR

- SECTION LINE

- CENTERLINE

- APPROACH

- CONC. CURB & GUTTER

- CHAIN LINK FENCE

- BARBED WIRE FENCE

- WOOD FENCE

- MAJOR CONTOUR

- PROPERTY LINE

- QUARTER LINE

LEGEND OF LINE TYPES:

N

N

. BAH

N

SO

N

AVE

E. BENSON RD

Bid Set

NPROJECT

LOCATION

CLIFF AVEN

U

E

I-90

PROJECT

LOCATION

SIOUX FALLS (MVSC PAVING) - CFMO# 460158

I-229

E. 60TH ST N

I-229

E. 60TH ST N

E. BENSON RD

GENERAL NOTES

PROJECT SCOPE

This project consists of installing new 9" non-reinforced concrete pavement within the MVSC area of the Sioux Falls Readiness Center. Work will also include some concrete curb and gutter installation and minor turf establishment.

SPECIFICATIONS TO BE USED

Division II and Division III of the most current edition of the South Dakota Department of Transportation Standard Specifications for Roads and Bridges with Supplemental Specifications and Errata, City and DOT Standard Plates and required provisions, supplemental specifications, and/or special provisions as included in the Project Manual are hereby made a part of these specifications in its entirety unless otherwise revised, deleted, or supplemented herein.

The South Dakota Department of Transportation Standard Specifications for Roads and Bridges with Supplemental Specifications and Errata can be downloaded from the SDDOT's website at http://www.sddot.com/.

ELECTRONIC DESIGN FILES

Electronic design files WILL be available to the Contractor prior to the bid letting if requested, subject to the following conditions:

a. A signed disclaimer agreement shall be required from each Contractor requesting the electronic design files prior to distribution.

b. Electronic design files will be distributed as DWG files. The Contractor will be responsible for obtaining the appropriate software to open, analyze, and/or convert these file formats for their own use, and understand the risks and limitations associated with that software.

c. The electronic design files for distribution may be limited to the following: existing survey line work, existing ground surface model, proposed design utility and surfacing line work, and finished ground surface model. Additional information may be distributed at the Engineer's discretion.

d. The electronic design files will not include any modifications due to addendum unless specifically noted in an addendum.

e. The electronic design files are provided for reference only. In the event of a discrepancy between the electronic design files and the contract documents, the contract documents shall prevail.

Requests for the electronic design files should be made by signing the disclaimer agreement posted on the ePlans site and submitting it to the email address listed in the agreement.

Electronic design files will be furnished to the Contractor within two (2) business days from receipt of the signed disclaimer agreement.

CONTRACTOR SAFETY REQUIREMENTS

The Contractor is responsible for following all local, state, and federal rules and regulations regarding site safety. The Contractor is solely responsible for site safety from the issuance of the Notice to Proceed until Final Acceptance. The Owner shall not be responsible for the Contractor's failure to follow all applicable rules and regulations.

ACCEPTANCE TESTING

The Owner will be responsible for taking the first acceptance test and a backup test if required. All subsequent tests required, due to failures, will be paid by the Contractor by deducting the cost from the pay request unless otherwise specified.

The Owner reserves the right to require work or material that does not meet specifications, whether subject to acceptance testing or not, to be removed and replaced. The Owner also reserves the right to assess a price deduction in lieu of removal and replacement at the Owner's sole discretion. The method of assessing a price deduction for work not meeting specifications shall be at the sole discretion of the Owner.

DRAINAGE

Drainage is the Contractor's responsibility. Contractor shall be aware of existing drainage conditions and facilities, and shall provide for drainage during all phases of construction.

Damage caused by improper temporary drainage facilities shall be repaired at the Contractor's expense and to the satisfaction of the Engineer.

UTILITIES

All utilities shall be verified by the Contractor prior to starting work. Any time existing utilities impede the progress of work, the Contractor shall immediately notify the Engineer.

All utilities, whether privately or publicly owned, shall be moved, relocated, and/or replaced as necessary, by the respective utility company or companies except as noted in the plans.

These modifications shall take place in advance of construction when applicable or when advised by the Engineer. No payment shall be made to the Contractor unless specified in the contract documents.

The Contractor shall safeguard all utilities and coordinate his efforts to coincide with utility work by others in order to minimize inconvenience to the public and utility companies. When pipe utility installation crosses existing utilities, the Contractor shall be responsible for supporting the utilities in a manner that is acceptable to the owner of the utility. Any damage caused to the utilities due to Contractor carelessness shall be repaired at the Contractor's expense to the satisfaction of the utility owner.

Abandoned utilities (gas lines, telephone lines, etc.) encountered during construction shall be removed and disposed of by the Contractor. Costs associated with this work shall be incidental to the various bid items associated with work adjacent to the abandoned utility.

The Contractor shall be responsible for the coordination of all work associated with the disturbance, removal, or replacement of unidentified metallic natural gas mains or services when encountered.

Existing utility locations shown on drawings are approximate. There is no guarantee that the utilities shown include all such utilities or that the locations indicated are exact. The Contractor shall contact South Dakota One Call system, utility companies, and the City of Sioux Falls to verify locations of all existing utilities prior to excavation.

The Contractor shall be responsible for notifying South Dakota One Call 1-800-781-7474 to have utilities field located.

The following utility companies are known to have facilities on the project:

Sioux Falls Water Maintenance Darin McDonnel 668 W. Algonquin Street Sioux Falls, SD 57104

(605) 367-8810

Century Link Chris Adamson 125 S Dakota Ave Sioux Falls SD 57104

(605) 977-2835

Sioux Falls Water Reclamation - Sanitary Shad Hochstein 4500 N Sycamore Ave Sioux Falls, SD 57117

(605) 941-1163

SDN Communications John Mingo 2900 W. 10th St Sioux Falls, SD 57104

(605) 978-7119

Sioux Falls Water Reclamation - Storm Tony Schnetter 4500 N Sycamore Ave Sioux Falls, SD 57117

(605) 367-3547

Xcel Energy Derreck Martin 500 W Russell St.

Sioux Falls, SD 57104

(605) 339-8358

Municipal Light & Power Jerry Jongeling 2000 North Minnesota Sioux Falls, SD 57104

(605) 373-6979

MidAmerican Energy Company Sheila Martens 1200 South Blauvelt Ave.

Sioux Falls, SD 57105

(605) 373-6053

The Contractor shall cooperate with and coordinate his efforts to work with the utility companies and their contractors. Each bidder shall be responsible prior to bid letting, for determining the effects of utility work on the project work scope and schedule, and shall account for all such effects in his bid. No consideration will be given to the Contractor after the bid letting on account of utility work done by others.

ADJUSTMENT OF MANHOLE CASTINGS AND VALVE BOXES

Under these items of work, storm sewer junction box castings are to be adjusted in accordance with the applicable standard plate. The Contractor shall furnish the new manhole or junction box frames and covers and water valve boxes in accordance with the supplemental standard specifications, where shown on the plan sheets.

Existing frames and/or lids cracked or broken through the carelessness of the Contractor's forces shall be replaced with new frames and/or lids at the Contractor's expense.

WASTE DISPOSAL SITE

All material generated from this project for disposal must be disposed of at a state-permitted solid waste disposal site. Depending on what material is generated and whether it is contaminated or uncontaminated will determine which permitted facility can accept it.

Permitted facilities include construction and demolition debris sites, restricted use sites, and regional landfills. The Contractor can contact the Sioux Falls Regional Sanitary Landfill at

(605) 367-8162 to identify locally permitted disposal sites for various categories of contaminated and uncontaminated materials. Any items/material indicated to be removed per the plans that may be salvageable or recycled may be.

REMOVALS

REMOVAL OF EXISTING CONCRETE CURB AND GUTTER

The concrete pavement shall be disposed of by the Contractor at a site approved by the Engineer.

The aggregate in the existing P.C.C. pavement is quartzite.

SAW EXISTING PCC PAVEMENT

Concrete sawing shall be performed at all locations shown on the plans or as directed by the Engineer during construction. The pavement and curb and gutter shall be sawed full depth.

The Contractor shall exercise particular care to ensure that the adjacent surface is left intact and undamaged when removing the sawed out portion.

Where new Portland Cement Concrete (PCC) pavement and curb and gutter is to be placed adjacent to existing PCC pavement and curb and gutter, the existing PCC pavement and curb and gutter shall be sawed full depth to a true line with a vertical face.

GRADING

EXISTING CRUSHED CONCRETE SURFACING

Excess existing crushed concrete aggregate base course that will need to get removed to install the new pavement section, shall be stripped and hauled to a proposed stockpile location at the UTES facility at the NE corner of Bahnson Avenue and Benson Road.

Contractor shall coordinate with the owner where the stockpile will be located.

SURFACING

NONREINFORCED PORTLAND CEMENT CONCRETE PAVEMENT

PLC (Portland-Limestone Cement) Pavement consists of constructing 9” pavement in accordance with typical sections and paving sheets which illustrate construction limits and joint layout.

PLC Pavement shall conform to Section 380 of the SDDOT Standard Specifications for Roads and Bridges. Exceptions and additions to this section are written in the following notes.

The coarse aggregate shall be crushed ledge rock.

The fine aggregate may require screening as determined by the Engineer.

The concrete for the nonreinforced PLC shall be of an approved job mix. The mix design shall be submitted three weeks prior to and approved prior to any concrete placement. The design mix shall meet a minimum 4000 PSI compressive strength in 28 days.

Concrete used in Portland-Limestone cement concrete pavement shall have a minimum cementitious material content of 600 pounds per cubic yard, with a fly ash content of 20% to 25%. Any variations must be approved in writing by the Engineer prior to any concrete placement. Fly ash shall be class F and shall meet the requirements of Section 605 of the SDDOT Standard Specifications for Roads and Bridges. The maximum allowable water/cement ratio shall be 0.42.

The surface tolerance shall be 1/4” in ten feet instead of 1/8” in ten feet as per standard specification. The surface shall be free from a noticeable “chatter” or “ripple or washboard” ride. Failure to meet these specifications may result in the contractor being required to diamond grind to a satisfactory ride and/or could be subject to a payment adjustment as deemed reasonable by the Engineer.

A metal tine finish will not be required.

In lieu of an automatic subgrader operating from a preset line, a motor grader or other suitable equipment may be used to bring the gravel cushion or base course to final grade prior to placement of concrete.

The surface of the mainline paving shall be an Engineer approved Astroturf finish or carpet drag finish. A self-propelled machine is not required to pull either of the approved carpets.

All mainline paving shall be cured with a white pigmented linseed oil base emulsion compound. Application of the curing compound shall be in accordance with section 380.3.M.2 of the SDDOT Standard Specifications for Roads and Bridges. Curing compound material shall be in accordance with section 821.1.C.

All joint sealant shall be a low modulus silicone sealant in accordance with section 870.1.A of the SDDOT Standard Specifications for Roads and Bridges.

CONCRETE CURB AND GUTTER FOR CONCRETE STREETS

Concrete curb and gutter shall conform to Section 650 of the SDDOT Standard Specifications for Roads and Bridges. Exceptions and additions to this section are written in the following notes. Gutter pan adjacent to concrete pavement shall include keyway and No.4 epoxy coated tie bars spaced at 48" on center.

The gutter or curb and gutter shall be sawed transversely at each mainline transverse contraction joint. The transverse contraction joints in the gutter or curb and gutter shall be sawed and sealed to the same specifications as the transverse contraction joints in the PCC pavement to a point through and above the flow line of the gutter pan.

All joint sealant shall be a low modulus silicone sealant in accordance with section 870.1.A of the SDDOT Standard Specifications for Roads and Bridges.

All curb and gutter shall be cured with a white pigmented linseed oil base emulsion compound. Application of the curing compound shall be in accordance with section 380.3.M.2 of the SDDOT Standard Specifications for Roads and Bridges. Curing compound material shall be in accordance with section 821.1.C.

Concrete curbing along NE side of parking lot adjacent to building shall be 8" in height with a gutter pan of 6" in depth. All other parking lot curb and gutter to be 6" in height with a gutter pan of 6" in depth.

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Revisions:

Drafted By:

Review ed By:

STOCKWELL ENGINEERS, INC.

801 N. PHILLIPS AVE., SUITE 100

SIOUX FALLS, SD 57104

PH: 605.338.6668

FAX: 605.338.8750

File Location: S:\Projects\2024\P24215 - SF Readiness Center M VSC Paving\Construction Docum ents\W orking Files\Draw ings\24215 - C1 - General Notes.dw g

WWW.STOCKWELLENGINEERS.COM

REG

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REG . NO .

S O U T H D A K O T A

ROPS

GAARD A.

Time Stamp: 9/23/2024 8:47 AM

GENERAL NOTES

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Revisions:

Drafted By:

Review ed By:

STOCKWELL ENGINEERS, INC.

801 N. PHILLIPS AVE., SUITE 100

SIOUX FALLS, SD 57104

PH: 605.338.6668

FAX: 605.338.8750

File Location: S:\Projects\2024\P24215 - SF Readiness Center M VSC Paving\Construction Docum ents\W orking Files\Draw ings\24215 - C2 - Pavem ent Plan.dw g

WWW.STOCKWELLENGINEERS.COM

REG

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Time Stamp: 9/23/2024 8:48 AM

PAVEMENT PLAN

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3015 600

READINESS CENTER

FUTURE COLD

STORAGE

TRAINING BAY

ALT #1

FUTURE FUEL

CONTAINMENT

BAHNSON AVENUE

LEGEND

KEYNOTES

1. REMOVE EXISTING CRUSHED CONCRETE

AGGREGATE BASE COURSE AS NEEDED TO

CONSTRUCT 9” NON-REINFORCED CONCRETE

PAVEMENT.

2. REMOVE EXISTING CRUSHED CONCRETE

AGGREGATE BASE COURES AS NEEDED TO

INSTALL SF69 CONCRETE CURB AND GUTTER

(TIP-OUT).

3. PROVIDE 3' CURB TAPER.

4. SAW CUT AND REMOVE A FEW FEET OF CURB

AND GUTTER AS NEEDED TO CONNECT WITH

NEW CURB AND GUTTER TO PROVIDE FULL CURB

AT THE CORNER AND POSITIVE DRAINAGE.

5. CORE DRILL 24" NO. 5 DEFORMED TIE BARS INTO

EXISTING GUTTER PAN SPACED AT 30" ON

CENTER.

26.5'

470.0'

78.6' 59.4'

194.3'

184.5'

159.0'

151.3'

128.7'

FUTURE MEP

PARKING

KTLJ

STLJ

KTLJ

STLJ

KTLJ

STLJ

KTLJ

STLJ

KTLJ

STLJ

KTLJ

STLJ

KTLJ

STLJ

KTLJ

STLJ

KTLJ

STLJ

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STLJ

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STLJ

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STLJ

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STLJ

STLJ

STLJ

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STLJ

KTLJ

STLJ

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STLJ

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STLJ

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STLJ

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STLJ

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STLJ

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STLJ

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STLJ

KTLJ

STLJ

KTLJ

ST

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KT

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ST

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KT

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STLJ

STLJ

GENERAL NOTES

A. CONTRACTOR SHALL REMOVE APPROXIMATELY

9” OF EXISTING CRUSHED CONCRETE

AGGREGATE BASE COURSE TO INSTALL NEW

PAVEMENT.

B. ALL MATERIAL SHALL BE SALVAGED,

TRANSPORTED AND STOCKPILED AT THE UTES

FACILITY AT THE NE CORNER OF BAHNSON

AVENUE AND BENSON ROAD. COORDINATE WITH

OWNER ON EXACT LOCATION OF STOCKPILE

AREA.

C. FOLLOWING FINAL PAVING OPERATIONS,

CONTRACTOR SHALL PLACE BACK TOPSOIL

ALONG THE BACK OF CURB, FINE GRADE, SEED

AND FERTILIZE.

- PROPOSED CURB & GUTTER

- PROPOSED CONCRETE

- TRANSVERSE JOINT

- SAWED TIED LONGITUDINAL JOINT

- KEYED & TIED LONGITUDINAL JOINT

- KEYED CONSTRUCTION JOINT

- INLET PROTECTION

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KTLJ

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XXXXXXXXXXXXX

Field

Field

1462.00 TC1462.70 TC

1462.83 TC

1460.50 TC1461.86 TC

1463.31 TC

1465.48 TC

1.40%

1467.80 TC BT

1468.29 TC TT

1468.00 TC

1467.39 TC

1467.42 TC

1465.60 TC

0.33%

1.01%

0.

2.

1462.42 TOP ME

1460.09 TOP ME

1465.10 TOP ME

1461.27 TOP ME

1462.60 TOP ME 1461.51 TOP ME

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Revisions:

Drafted By:

Review ed By:

STOCKWELL ENGINEERS, INC.

801 N. PHILLIPS AVE., SUITE 100

SIOUX FALLS, SD 57104

PH: 605.338.6668

FAX: 605.338.8750

File Location: S:\Projects\2024\P24215 - SF Readiness Center M VSC Paving\Construction Docum ents\W orking Files\Draw ings\24215 - C3 - Grading Plan.dw g

WWW.STOCKWELLENGINEERS.COM

REG

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Time Stamp: 9/23/2024 8:49 AM

GRADING PLAN

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3015 600

BAHNSON AVENUE

LEGEND

- EXISTING CONTOUR

- PROPOSED MAJOR CONTOUR

- SPOT ELEVATIONS

ABBREVIATIONS

TC - TOP OF CURB

TT - TOP OF TAPER

BT - BOTTOM OF TAPER

TOP - TOP OF PAVEMENT

ME - MATCH EXISTING

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Revisions:

Drafted By:

Review ed By:

STOCKWELL ENGINEERS, INC.

801 N. PHILLIPS AVE., SUITE 100

SIOUX FALLS, SD 57104

PH: 605.338.6668

FAX: 605.338.8750

File Location: S:\Projects\2024\P24215 - SF Readiness Center M VSC Paving\Construction Docum ents\W orking Files\Draw ings\24215 - C4 - Details.dw g

WWW.STOCKWELLENGINEERS.COM

REG

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Time Stamp: 9/23/2024 8:49 AM

DETAILS

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Providing a Better Quality of Life for You!

PUBLIC WORKS

CITY OF SIOUX FALLS 6" Concrete Curb and Gutter

Plate Number 650.01

Specification Reference No. 650

GENERAL NOTES:

1) On PCC pavement a keyway longitudinal joint with tie bars shall be used when curb and gutter is poured separately.

2) Curb and gutter shall be constructed using M-6 concrete unless monolithically constructed with the adjacent pavement. In monolithic paving, concrete mix for the curb and gutter may be the same as the adjacent concrete pavement.

3) The curb transition length at ADA curb ramps will be dependent on the type of curb ramp being installed. The plans should call out the length of the transitions. Refer to plate 651.02 for additional curb transition information.

6"

6"

30"

10"

30"

30"

8" 2"

T1 = Thickness shall be equal to the depth of the adjacent pavement but not less than 6"

T2 = T1-7/8"

2"

20"

22"

10"

1/2" Radius

Flowline

1/2" Radius

1/2" Radius

6-3/8"

T2

T1

1/2" Radius

3" Radius

5.0% Slope

2.0% Slope

Standard Curb and Gutter

7.5% Target 8.3% Max 5.0% Slope

2.0% Slope

Drop Curb for ADA Curb Ramps

5.0% Slope

2.0% Slope

Drop Curb for Driveway Approach

8.3% Max

T2

T1Flowline

1/2" Radius

1/2" Radius Flowline

T1 T2

1/2" Max.

Issued: January 2017

8" COMPACTED AGGREGATE BASE

COURSE WITH FABRIC

COMPACTED SUBGRADE TO MEET MIN. 95%

STANDARD PROCTOR DENSITY

9" NON-REINFORCED PCC PAVEMENT

CONCRETE SECTION

GEOTEXTILE FABRIC

Providing a Better Quality of Life for You!

PUBLIC WORKS

CITY OF SIOUX FALLS

Transverse Construction Joint

Plate Number 380.04

Specification Reference No. 380

The first saw cut to control cracking shall be 1/8"-1/4" wide and a minimum of 1/4 the depth of the pavement. Additional sawing for widening the saw cut to provide the width for the installation of the hot pour elastic joint sealant may be necessary.

T = Pavement Thickness

1/4" Top of slab

5/8"

"T"/4

Provide polyurethane NP1 sealant

Line of fracture

Revised: September 2012

Providing a Better Quality of Life for You!

PUBLIC WORKS

CITY OF SIOUX FALLS

Sawed Longitudinal Joint

Plate Number 380.06

Specification Reference

All No. 4 epoxy coated deformed steel tie bars shall be placed perpendicular to the longitudinal joints and supported on approved chairs during concrete operations without displacement.

Note:

T

T/2

T/2 15" 15"

Top of pavement

1/4"

5/8" T/3

Line of fractureNo. 4 epoxy coated deformed tie bars spaced approximately 48" center to center

Sawed joint filled with polyurethane joint sealer

Revised: November 1995

No. 380

15" 1"

Providing a Better Quality of Life for You!

PUBLIC WORKS

CITY OF SIOUX FALLS Keyway Longitudinal Joint With Tie Bars

Plate Number 380.07

Specification Reference No. 380

If proposed, approval of alternate designs of the keyway will be considered by the engineer for longitudinal construction joints. The No. 4 epoxy coated deformed tie bars shall be spaced approximately 48" center to center.

1/2" 1-1/2"

1/2"

5/8"

Metal recess strip

15"

1/4"

T/3

Sawed joint filled with polyurethane joint sealer

Top of pavement

No. 4 epoxy coated deformed tie bars

T

T/2

T/2

Revised: November 1995

If proposed, approval of alternate designs of the keyway will be considered by the engineer.

Providing a Better Quality of Life for You!

PUBLIC WORKS

CITY OF SIOUX FALLS Keyway Construction Joint Without Tie Bars

Plate Number 380.08

Specification Reference No. 380

5/8"

1/4"

Metal recess strip

Sawed joint filled with polyurethane joint sealer Top of pavement

1/2"

1/2"

1-1/2"

1"

T

T/2

T/2

Revised: September 2012