3-26-1002 - Plans.pdf

VICINITY MAP

Plans By:

Index of Sheets:

Civil:

Sheet C1.0 - C1.3 Title Page, Legend, Control, Quantities Sheet C2.0 - C2.3 General Notes Sheet C3.0 - C3.1 Traffic Control Plan Sheet C4.0 - C4.4 Erosion Control Sheet C5.0 Existing Conditions & Removals Sheet C6.0 Site Plan Sheet C7.0 - C7.1 Utility Plan Sheet C8.0 - C8.1 Grading Plan Sheet C9.0 - C9.2 Details

Architectural:

Sheet G0.2 - G0.3 Code Review, Typical Mounting Heights Sheet A1.1 - A1.3 First Floor, Second Floor, and Roof Plan Sheet A2.0 Building Elevations Sheet A3.0 - A3.1 Building Sections & Wall Sections Sheet A4.0 Enlarged Plans, Interior Elevations & Details Sheet A5.0 - A5.3 Wall Types, Doors & Windows, Stair Details Sheet A6.0 Details Sheet A7.1 - A7.2 Reflected Ceiling Plans

Structural:

Sheet S.01 - S.03 Design Criteria & Special Inspections Sheet S1.1 - S1.2 Foundation & Framing Sheet S3.1 - S3.2 Foundation Details Sheet S4.1 - S4.2 Foundation Sections & Framing Sections

Mechanical:

Sheet M1.1 Legend Sheet M2.1 - M2.2 Plumbing Floor Plans Sheet M3.1 Ventilation & AC Sheet M4.1 Schedules

Electrical:

Sheet E1.1 Electrical Site Plan Sheet E2.1 - E2.2 Electrical Floor Plans Sheet E3.1 - E3.3 Legend, Schedules, Details

City of Sioux Falls

Sherman Park Shop Building

Minnehaha County Plans For Proposed ENGINEERING + SURVEYING

NORMAN

Airport

85th Street

I-90

M in ne so ta A ve nu e

So ut he as te rn

A ve nu e

El lis

R oa d

26th Street26th Street

I-90

I-2

I-229

C lif f Av en ue

57th Street

Ri ce

S tre et

Benson Road

St at e H ig hw ay

Lo ui se A ve nu e

City Engineer

Approved

Date

City of Sioux Falls

PUBLIC WORKS - DIVISION OF ENGINEERING

CITY CENTER

231 NORTH DAKOTA AVENUE

SIOUX FALLS, SD 57104 (605) 367-8601

Civil:

Norman Engineering, Inc.

Aaron Norman, PE, LS 6221 E Silver Maple Circle #1 Sioux Falls, South Dakota 57110 carter@normanengineeringinc.com

(605) 558-0808

Structural:

KVS Engineering Michael Konrad, SE, PE 2509 S. Durango Circle Sioux Falls, SD 57110 michael@kvsengineering.com

(605) 359-6326

Electrical:

Associated Consulting Engineering Inc.

Jeff Renken, PE 340 S. Phillips Avenue Sioux Falls, SD 57104 jrenken@aceinet.com

(605) 335-3720

Survey Information:

Date of Survey: 5/8/2025 Horizontal Datum: UTM Zone 14 North, Ground Coordinates Vertical Datum: NAVD 88

LOCATION MAP

PLANS 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)

CIP #: 14071

Bid Request #: 26-1002

WEST 12TH STREET

BIG SIOUX RIVER

SO U T H D A K OT A

REG. NO.

LAND SURVEYOR

REG

IST

ERE

D PROFESSIONAL ENGINEER

AARON J.

NORMAN

I, Aaron J. Norman, hereby certify that these plans 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.

Aaron J. Norman, PE, LS SD No. 8755 Date

Fi le

L oc at io n:

C

:\U se rs \C ar te r R ob er ts

\N or m an

E ng in ee rin g

D ro pb ox

\P ro je ct s\

\2

5.

.0

Sh er m an P ar k

Sh op

B ui ld in g

- S

F Pa rk s\ dw g\

Pl an s\

.0 2.

- T itl e Pa ge

SA

VE

D

AT

E:

/6 /2

2:

P M

B Y:

C ar te r R ob er ts

PL

O

T D

AT

E:

/8

/2

8:

A

M B

Y:

C ar te r R ob er ts

SO

U

TH

K

IW

AN

IS

A

VE

N

U E

2705 W. 12th Street Project Location

Architect:

Koch Hazard Architects Shawn Barron, AIA 431 N. Phillips Avenue #200 Sioux Falls, South Dakota 57104 sbarron@kochhazard.com

(605) 336-3718

Mechanical:

Associated Consulting Engineering Inc.

Jordan deWit, PE 340 S. Phillips Avenue Sioux Falls, SD 57104 jordan.dewit@aceinet.com

(605) 335-3720

IN

TE

R

ST

AT

E

PROJECT LOCATION

SHERMAN

PARK

5/12/2026

5/12/26

SHEET

D ra w n

B y:

D es ig ne d by

P lo t

D at e:

C1.1

N E

S P ro je ct

R ev is io ns

C he ck ed

B y:

ENGINEERING + SURVEYING

NORMAN

Fi le

L oc at io n:

C :\U se rs

\C ar te r R ob er ts \N or m an E ng in ee rin g D ro pb ox \P ro je ct s\

\2 5.

.0

Sh er m an

P ar k Sh op B ui ld in g

- S F

Pa rk s\ dw g\ Pl an s\

.0

2.

- T itl e

Pa ge

SA

VE

D

AT

E:

5/ 6/

:1

PM

BY

: C ar te r R ob er ts /

PL

O

T D

AT

E:

5/ 8/

:3

AM

BY

: C ar te r R ob er ts

S he rm an

P ar k S ho p

B ui ld in g

W

. 1 2t h S tr ee t S io ux

F al ls , S ou th

D ak ot a

A

JN

JR

K

A

JN

.0 5.

.0 2.

Le ge nd o f S ym bo ls

SO U T H D A K OT A

REG. NO.

LAND SURVEYOR

REG

IST

ERE

D PROFESSIONAL ENGI NEER

AARON J.

NORMAN

LEGEND OF SYMBOLS

�1�00 +1�00

VT

SF

CW

IP

- CENTERLINE

- EXISTING PROPERTY LINE

- PROPOSED PROPERTY LINE

- RIGHT-OF-WAY

- SETBACK

- BUFFERYARD

- EXISTING FENCE

- PROPOSED FENCE

- EXISTING RETAINING WALL

- COMMUNICATIONS LINE

- OVERHEAD ELECTRICAL LINE

- UNDERGROUND ELECTRICAL LINE

- FIBER OPTIC LINE

- GAS LINE

- CABLE TV LINE

- BORE HOLE LOCATION

- EXISTING CONIFEROUS TREE

- EXISTING DECIDUOUS TREE

- EXISTING SIGN

- EXISTING ELECTRICAL MANHOLD

- EXISTING ELECTRICAL VAULT

- EXISTING ELECTRICAL METER

- EXISTING LIGHT POLE

- EXISTING POWER POLE

- EXISTING FIBER OPTIC VAULT

- EXISTING GAS METER

- EXISTING GAS VALVE

- EXISTING MAJOR CONTOUR

- EXISTING MINOR CONTOUR

- PROPOSED MAJOR CONTOUR

- PROPOSED MINOR CONTOUR

- PROPOSED DRAINAGE SWALE

- CUT/FILL TICKS

- PROPOSED ELECTRICAL LINE

- EXISTING DRAINAGE BASIN BOUNDARY

- PROPOSED DRAINAGE BASIN BOUNDARY

- EXISTING DRAINAGE PATTERN

- PROPOSED DRAINAGE PATTERN

- PROPOSED SILT FENCE

- PROPOSED VEHICLE TRACKING CONTROL DEVICE

- PROPOSED INLET PROTECTION

- PROPOSED CONCRETE WASHOUT FACILITY

WATER

CS

H

V

B

C

X

R

SL

T

ST

WIV

SEWER

CO

S Y

B

C

STORM

CO

B

RD

D

- EXISTING WATER MAIN

- EXISTING VALVE AND BOX

- EXISTING WATER MAIN CROSS

- EXISTING WATER MAIN SLEEVE

- EXISTING WATER MAIN REDUCER

- EXISTING WATER MAIN TEE

- EXISTING WATER MAIN CAP

- EXISTING WATER MAIN SHUTOFF

- EXISTING FIRE HYDRANT

- EXISTING SANITARY SEWER LINE

- EXISTING SANITARY SEWER MANHOLE

- EXISTING SANITARY SEWER CLEANOUT

- EXISTING STORM SEWER

- EXISTING STORM SEWER MANHOLE

- EXISTING ROOF DRAIN

- PROPOSED WATER LINE

- PROPOSED BEND

- PROPOSED WATER CAP

- PROPOSED CURB STOP WITH BOX

- PROPOSED FIRE HYDRANT

- PROPOSED REDUCER

- PROPOSED WALL INDICATOR VALVE

- PROPOSED SANITARY SEWER BEND

- PROPOSED SANITARY SEWER MANHOLE

- PROPOSED SANITARY SEWER WYE

- PROPOSED STORM SEWER

- PROPOSED DRAIN TILE

- PROPOSED STORM SEWER INLET (SF TYPE)

- PROPOSED STORM SEWER INLET (B1 TYPE)

- PROPOSED STORM SEWER JUNCTION BOX

- PROPOSED FLARED END SECTION

- PROPOSED STORM SEWER BEND

- PROPOSED STORM SEWER CLEANOUT

- PROPOSED ROOF DRAIN CONNECTION

- PROPOSED WATER MAIN SLEEVE

- PROPOSED SMITH TAP

- PROPOSED TEE

- PROPOSED WATER VALVE WITH BOX

- PROPOSED WATER MAIN CROSS

- PROPOSED SANITARY SEWER LINE

- PROPOSED CAP

- PROPOSED SANITARY SEWER CLEANOUT

FOR BIDDING PURPOSES ONLY

AutoCAD SHX Text E

AutoCAD SHX Text

E/VLT

AutoCAD SHX Text

EM

AutoCAD SHX Text

FO/VLT

AutoCAD SHX Text

GM

AutoCAD SHX Text

GV

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text

CO

ra w n

B y:

D es ig ne d by

P lo t

D at e:

C1.2

N E

S P ro je ct

R ev is io ns

C he ck ed

B y:

ENGINEERING + SURVEYING

NORMAN

Fi le

L oc at io n:

C :\U se rs

\C ar te r R ob er ts \N or m an E ng in ee rin g D ro pb ox \P ro je ct s\

\2 5.

.0

Sh er m an

P ar k Sh op B ui ld in g

- S F

Pa rk s\ dw g\ Pl an s\

.0

2.

- T itl e

Pa ge

SA

VE

D

AT

E:

5/ 6/

:1

PM

BY

: C ar te r R ob er ts /

PL

O

T D

AT

E:

5/ 8/

:3

AM

BY

: C ar te r R ob er ts

S he rm an

P ar k S ho p

B ui ld in g

W

. 1 2t h S tr ee t S io ux

F al ls , S ou th

D ak ot a

A

JN

JR

K

A

JN

.0 5.

.0 2.

O ri en ta ti on

C on tr ol

SO U T H D A K OT A

REG. NO.

LAND SURVEYOR

REG

IST

ERE

D PROFESSIONAL ENGI NEER

AARON J.

NORMAN

1000 50

WEST 12TH STREET

BIG SIOUX RIVER

PIN 4216

1421.50

PIN CAP

1416.08

PIN CAP

1416.96

CP #10

1414.21

CP #11

1412.06

CP #12

1413.98

CP #13

1413.54

ACCESS ROAD

RECREATIONAL TRAIL

FOR BIDDING PURPOSES ONLY

ra w n

B y:

D es ig ne d by

P lo t

D at e:

C1.3

N E

S P ro je ct

R ev is io ns

C he ck ed

B y:

ENGINEERING + SURVEYING

NORMAN

Fi le

L oc at io n:

C :\U se rs

\C ar te r R ob er ts \N or m an E ng in ee rin g D ro pb ox \P ro je ct s\

\2 5.

.0

Sh er m an

P ar k Sh op B ui ld in g

- S F

Pa rk s\ dw g\ Pl an s\

.0

2.

- T itl e

Pa ge

SA

VE

D

AT

E:

5/ 6/

:1

PM

BY

: C ar te r R ob er ts /

PL

O

T D

AT

E:

5/ 8/

:4

AM

BY

: C ar te r R ob er ts

S he rm an

P ar k S ho p

B ui ld in g

W

. 1 2t h S tr ee t S io ux

F al ls , S ou th

D ak ot a

A

JN

JR

K

A

JN

.0 5.

.0 2.

E st im at e of

Q ua nt it ie s

SO U T H D A K OT A

REG. NO.

LAND SURVEYOR

REG

IST

ERE

D PROFESSIONAL ENGI NEER

AARON J.

NORMAN

ra w n

B y:

D es ig ne d by

P lo t

D at e:

C2.0

N E

S P ro je ct

R ev is io ns

C he ck ed

B y:

ENGINEERING + SURVEYING

NORMAN

Fi le

L oc at io n:

C :\U se rs

\C ar te r R ob er ts \N or m an E ng in ee rin g D ro pb ox \P ro je ct s\

\2 5.

.0

Sh er m an

P ar k Sh op B ui ld in g

- S F

Pa rk s\ dw g\ Pl an s\

.0

2.

- G en er al N ot es

SA

VE

D

AT

E:

5/ 8/

:1

AM

BY

: C ar te r R ob er ts /

PL

O

T D

AT

E:

5/ 8/

:3

AM

BY

: C ar te r R ob er ts

S he rm an

P ar k S ho p

B ui ld in g

W

. 1 2t h S tr ee t S io ux

F al ls , S ou th

D ak ot a

A

JN

JR

K

A

JN

.0 5.

.0 2.

G en er al

N ot es

SO U T H D A K OT A

REG. NO.

LAND SURVEYOR

REG

IST

ERE

D PROFESSIONAL ENGI NEER

AARON J.

NORMAN

GENERAL NOTES

PROJECT SCOPE

This project consists of construction of a shop building within Sherman Park. The project will include site grading, underground utility installation, pavement and gravel surfacing, fencing, and erosion control measures. Private utility companies will be providing service to the new building as well as the City’s Information Technology department.

SPECIFICATIONS TO BE USED

AIA Document A201-2017 of the American Institute of Architects (“AIA-A201”), along with the most current edition of the City of Sioux Falls Supplemental Standard Specifications, together with 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.

AIA-A201 is included in the Project Manual. The City of Sioux Falls Engineer’s Office will provide a copy of the City of Sioux Falls Supplemental Standard Specifications free of charge to all prospective bidders upon request. The Supplemental Standard Specifications can also be downloaded from the City of Sioux Falls website at https://www.siouxfalls.gov/business-permits/development-projects/construction-management-and-design/specs-policies-manuals. 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 https://dot.sd.gov/.

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 Bonfire 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.

CHANGE ORDER ITEMS

The Engineer or Owner’s Representative may request a breakdown of costs for change order items, and the Contractor must supply the breakdown, if requested, prior to proceeding with the work. Unit bid prices are firm for the entire duration of the contract. For new work items, all costs must be approved by the City prior to proceeding with the work.

CONSTRUCTION LIMITS

The construction limits shall be within the right-of-way and easement areas. Material storage and vehicle and equipment traffic shall be limited to the construction limits. All paved streets adjacent to the project are to be cleaned at the end of each working day.

It shall be the responsibility of the Contractor to coordinate with the property owners relating to access to their property and any subsequent damages.

The Contractor will not be allowed to store materials, equipment, etc. on structures or use structures as a staging area.

PROPERTY PIN AND SECTION CORNER MONUMENTATION

Property corners or section corner monuments within the work limits shall be carefully preserved by the Contractor. In no case shall excavation be made within five feet (5’) of such monument until it has been accurately located, witnessed, or otherwise cared for by the Engineer, and permission is given to proceed with the work. If the Contractor discovers monuments that have not been previously located, the Contractor shall immediately notify the Engineer so efforts can be made to protect, preserve, or reset them.

Property corner or section corner monuments disturbed or removed through the carelessness of the Contractor, or without proper permission, will be reset by the Engineer or the City and may result in a price adjustment to the contract.

CONSTRUCTION STAKES AND BENCHMARKS

Reference points, lines, grade stakes, and benchmarks set by the Engineer in connection with the work shall be carefully preserved by the Contractor and shall not be disturbed or moved from the exact position and elevation as set by the Engineer. No excavated material shall be placed over or against said stakes and, except where necessary to remove the stakes as the work progresses, stakes shall be carefully preserved in the original position and elevation until the work has been accepted. Stakes which must be removed as the work progresses shall be removed only upon concurrence by the Engineer.

Staking required to complete the work will be completed by the Engineer unless otherwise noted. Staking will be completed one time for each work item. Stakes disturbed or removed through the carelessness of the Contractor will be restaked by the Engineer and may result in a price adjustment to the contract.

NOISE PERMIT

A noise permit will not be approved on this project as it has deemed night work to be a disturbance to the surrounding neighborhood. No work between 10:30 PM and 6:00 AM will be allowed.

SUBMITTALS

The following documents shall be submitted by the Contractor. Documentation requirements elsewhere in the contract are not waived if not listed in the following table.

Submittals Date Submitted

Shop drawings

Construction schedule

South Dakota State sewer and water plumbing contractor’s license

Documentation for licensed arborist

Discharge chlorinated water plan

Dewatering plan for groundwater

DANR Contractor Certification Form (SD Form – 2110LD)

Geotextile fabric certificate of compliance

Non-reinforced portland cement concrete pavement mix design

Sediment control wattle certification of no noxious weed seeds

Topsoil source

Seed testing certified report/seed bag tags

Weed control inoculation certification and application records Mycorrhizal inoculum certification of fungal species claimed and live propogule count

Fertilizer specifications, label producer name and warranty

Fiber mulching specifications

See Sections A, S, M, E and Project Manual for additional submittals required.

CONSTRUCTION SCHEDULE

The Contractor shall prepare a construction schedule for approval by the Engineer that will ensure the completion of the project within the time frame specified. This schedule must be provided to the Engineer for review a minimum of 3 days prior to the preconstruction meeting. The notice to proceed will not be issued until the schedule has been approved by the City.

The construction schedule shall be in bar or network diagram form and show the start and completion dates for significant items of work in their respective phases. Significant items of work includes but is not limited to: erosion control, removals, grading, the installation of watermain, sanitary sewer, storm sewer, street lighting, traffic signals, base course, curb and gutter, paving, sidewalk, and pavement markings. When applicable the schedule shall include submission dates for shop drawings, manufacturing and installation of materials, supplies, equipment, and testing for various parts of the work.

The construction schedule shall be updated on a bi-weekly basis. If it appears the rate of progress is such that the contract will not be completed within the time frame allowed the Contractor will be required to provide written documentation as to what measures they will take to complete the project within the specified time frame or to prosecute work in a satisfactory manner. Failure to submit the schedule on a bi-weekly basis will result in the City withholding the pay applications until the updated schedule is submitted.

COORDINATION MEETINGS

The Contractor shall conduct coordination meetings with the subcontractors, utilities, the Engineer, and the public. These meetings shall be held weekly at a location on or near the project. The Contractor shall determine the time and location and as approved by the Engineer.

All costs to conduct the coordination meetings shall be incidental to the project.

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 City shall not be responsible for the Contractor’s failure to follow all applicable rules and regulations.

CITY TOBACCO POLICY

The use of tobacco products is prohibited in all City-owned and City-shared buildings, facilities, vehicles, parking lots, equipment, worksites, and walkways leading into City facilities. This policy does not extend to work occurring within the right of way.

For purposes of this policy, tobacco is defined as any product made or derived from tobacco that is intended for human consumption, including any component, part, or accessory of a tobacco product. Tobacco is also defined and includes all forms of nicotine delivery devices, which may or may not include actual tobacco (such as electronic cigarettes).

PORTABLE TOILET FACILITIES

The Contractor will be responsible for providing portable toilet facilities for the project at no cost to the City.

ACCEPTANCE TESTING

The City 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.

Testing methods and equipment shall be as outlined in Section 6 of the General Conditions and the current version of the Engineering Division’s Policy Letter on Minimum Testing Requirements for Public Improvements. Testing frequency shall be as outlined in the current version of the Engineering Division’s Policy Letter on Minimum Testing Requirements for Public Improvements or at the discretion of the Engineer. If there are conflicts, the Engineering Division’s Policy Letter on Minimum Testing Requirements for Public Improvements shall govern over the General Conditions.

The City 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 City also reserves the right to assess a price deduction in lieu of removal and replacement at the City’s sole discretion. The method of assessing a price deduction for work not meeting specifications shall be at the sole discretion of the City.

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 or her 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. The Contractor shall, in advance and prior to proceeding with the work, coordinate with the City of Sioux Falls, MidAmerican Energy Company, and all other companies related to the associated work.

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) 360-6376

Lumen/Century Link Andrew Wixon

(605) 681-2049 andrew.wixon@lumen.com

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

(605) 941-1163

AT&T

Brian Matson (678-627-5318 b.matson@finleyusa.com

Sioux Falls Water Reclamation - Storm Austin Waldron 4500 N Sycamore Ave Sioux Falls, SD 57117

(605) 367-3547

Xcel Energy Michael Admundson 500 W Russell Street Sioux Falls, SD 57104

(605) 310-0193

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

(605) 373-6979

MidAmerican Energy Company Nicolle Rasmusson

(605) 373-6081 Nicolle.rasmusson@midamerican.com

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

(605) 978-7119

Midcontinent Communication Al Mullinix

(605) 274-8546

City of Sioux Falls IT Infrastructure / ITS James Straatmeyer, CSEIP

(605) 526-4102 jstraatmeyer@itstechsystems.com

The Contractor shall cooperate with and coordinate his or her 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 or her bid. No consideration will be given to the Contractor after the bid letting on account of utility work done by others.

A summary of anticipated work by others is as follows but not limited to:

1. MidAmerican Energy Company

• A new gas service will be installed to the proposed shop building

2. City of Sioux Falls

• Municipal Light & Power & Traffic

i. Set light pole

ii. Fiber terminations

• City of Sioux Falls IT Department / Integrated Technology & Security

i. City to provide and install cameras, card readers, and all other IT equipment ra w n

B y:

D es ig ne d by

P lo t

D at e:

C2.1

N E

S P ro je ct

R ev is io ns

C he ck ed

B y:

ENGINEERING + SURVEYING

NORMAN

Fi le

L oc at io n:

C :\U se rs

\C ar te r R ob er ts \N or m an E ng in ee rin g D ro pb ox \P ro je ct s\

\2 5.

.0

Sh er m an

P ar k Sh op B ui ld in g

- S F

Pa rk s\ dw g\ Pl an s\

.0

2.

- G en er al N ot es

SA

VE

D

AT

E:

5/ 8/

:1

AM

BY

: C ar te r R ob er ts /

PL

O

T D

AT

E:

5/ 8/

:3

AM

BY

: C ar te r R ob er ts

S he rm an

P ar k S ho p

B ui ld in g

W

. 1 2t h S tr ee t S io ux

F al ls , S ou th

D ak ot a

A

JN

JR

K

A

JN

.0 5.

.0 2.

G en er al

N ot es

SO U T H D A K OT A

REG. NO.

LAND SURVEYOR

REG

IST

ERE

D PROFESSIONAL ENGI NEER

AARON J.

NORMAN

CONTRACTOR INSTALLED UTILITIES

The Contractor shall be responsible for locating City utilities installed within the project until final acceptance is granted.

City of Sioux Falls cannot provide one call locates to new City utilities installed within the project limits during active construction projects until final acceptance of the project. Furthermore, the City of Sioux Falls is not responsible for any damage to new City utilities during project construction due to inaccurate or absent locates on the part of the Contractor.

All costs associated with locating City utilities installed with the project until final acceptance shall be incidental to the project.

PROTECTION OF EXISTING WATER MAIN, SANITARY SEWER, AND STORM SEWER SYSTEMS

For the protection of existing public underground utilities and the surrounding work area, consideration shall be given to isolating portions of the existing water distribution system within the construction limits while maintaining fire protection.

During underground utility installation such as, but not limited to, sanitary sewer, water main, storm sewer, sump pump drain, etc., in the proximity of existing water main and/or water services, the existing water main distribution shall be isolated within the work area. Upon receiving notice from the Contractor 24 hours in advance of any work, City staff will operate designated water valves, where appropriate, to isolate the work area as much as reasonably possible. The Contractor shall become aware of the location and status (open/closed) of any designated isolation valve(s). Sioux Falls Water Maintenance staff shall be notified immediately in the event of a water service emergency or interruption. It will be permissible for the Contractor to operate the designated valve(s) in the event of a water main or water service failure within the construction area. The Contractor is required to have a valve operating key on site in the event of such a failure.

Sioux Falls Water Maintenance (367-8810) shall be notified immediately after the shutdown. City crews will operate the valves after repairs have been made and inspections have been completed.

Existing sanitary sewer lines and manholes within the construction limits shall be protected at all times during construction.

The upstream ends of existing sanitary sewer lines downstream from new sanitary sewer construction shall be plugged at locations to be approved by the Engineer. Water, stone, dirt, gravel, asphalt, concrete or any other debris shall not be allowed to enter the City’s sanitary sewer system during flushing operations or at any other time. Construction taking place in the vicinity of any existing City sanitary sewer lines or manholes shall not cause any inflow of surface water, ground water, water from damaged water lines, or debris to enter the City’s sanitary sewer system. The Contractor shall be responsible for any damages or costs incurred to the City’s sanitary sewer system, Water Reclamation Division, and/or private property, and any actions imposed by SDDANR due to spills, overflows, inflows, lift station surcharges, City Water discharge, sanitary sewer discharges to surface waters, sanitary sewer backups into homes, etc.

Existing storm sewer inlets and pipes within the construction limits shall be protected from the entrance of stone, dirt, gravel, asphalt, concrete or any other debris during construction. The SWPPP must be followed at all times.

LOCATING UTILITY

This work consists of excavating material to locate a utility line, (Private or Public), when the utility owner cannot find said line, or utility line is not within four (4) feet either side of markings established by the utility owner. Payment for this item will be at the contract unit price per each. 4 locates are estimated for this project.

VERIFY UTILITY

This work consists of excavating material to verify the depth of an existing utility line, (Private or Public), to avoid possible conflicts, when directed by the Engineer. Payment for this item will be at the contract unit price per each. 4 verifications are estimated for this project.

After verification, the Contractor shall coordinate information with the Engineer.

ADJUSTMENT OF MANHOLE CASTINGS AND VALVE BOXES

Under these items of work, the sanitary sewer manholes and castings, storm sewer junction box castings, and water main valve boxes 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.

All costs associated with disposing of waste shall be incidental to the various contract items.

DEWATERING

It is anticipated that groundwater may be encountered during construction. Dewatering may be needed to perform the contract work. There is no separate bid item for dewatering and all costs associated shall be incidental to the various related bid items.

It shall be the responsibility of the Contractor to discharge and dispose of the water in an approved manner. No water shall be allowed to enter the sanitary sewer. The Contractor shall dispose of water in a suitable manner without damage to adjacent property. The water shall be filtered using an approved method to remove sand and fine-sized soil particles before disposal into any drainage system. Discharge from dewatering operations shall be controlled to prevent erosion and scour.

The City will obtain a Temporary Water Use Permit from the SD DANR Ground Water Program in conjunction with the Stormwater Permit submittal and assuming a dewatering flow rate of 20 gpm (standard 2” diameter pump). Prior to excavating, the Contractor shall submit a dewatering plan to be reviewed and approved by the Engineer. If the planned dewatering flow rate exceeds 20 gpm, the Engineer shall notify the City to request a revised Temporary Water Use Permit from SD DANR.

TAX ON CITY FURNISHED MATERIALS

The bid item “Tax on City Furnished Materials” is included in the Estimate of Quantities to account for the use tax owed by the Contractor. The value of the Tax on City Furnished Materials has been calculated to be $63.86, which is based on 6.2% of the $1,030.00 that the City paid for the materials. The bid item “Tax on City Furnished Materials” shall, at a minimum, include the 6.2% use tax owed by the contractor for the materials furnished by the City. Any excise tax owed by the contractor on the value of the City-furnished materials, as well as any bond costs, insurance costs, etc., can be added to the minimum amount shown to account for any additional costs incurred by the contractor. This amount may need to be adjusted via change order based on the actual quantities installed in the field. If a change order is required to adjust the amount of use tax owed by the contractor, the use tax will be adjusted proportionally to the actual value of the City furnished materials used. No additional compensation will be allowed for additional overhead or profit.

REMOVALS

CLEAR AND GRUB TREE

The unit price payment for “Clear and Grub Tree” will be full compensation for all removal and disposal of trees. The Engineer will establish right-of-way lines and construction lines prior to the start of clearing and grubbing operations.

Some trees may require the Contractor to have the tree topped by a licensed arborist, prior to clearing and grubbing the tree, due to the close proximity of physical features to remain. All costs associated with this work is considered incidental to the contract unit price for “Clear and Grub Tree”.

Some trees to be removed are located near driveway pavements, fences or other items not being removed with this project.

The Contractor shall cut these trees level with the ground, and grind the stump 8” below ground line. All costs associated with this work is considered incidental to the contract unit price for “Clear and Grub Tree”. Removal of trees are identified on the H sheets.

Tree trimming, removal, and stump grinding shall be performed by a licensed arborist.

No ash trees will be removed or impacted with this project.

REMOVE GRAVEL SURFACING

The Contractor shall remove and dispose of existing gravel surfacing at a site approved by the Engineer. Payment for gravel surfacing removal is included in the contract unit price per square foot for “Remove Gravel Surfacing”. Payment shall be at the contract unit price per square foot, regardless of variations in thickness.

GRADING

TABLE OF EARTHWORK QUANTITIES

Contractor Furnished Borrow 5,300

Unclassified Excavation - Digouts 25.00

Unclassified Excavation – Grade Stabilization 250.00

Total Excavation 5,575

Embankment 4,460

Shrink (25%) 1,115

Total Embankment 5,575

Excavation 0

Total Unclassified Excavation 0

SOIL BORINGS

Soil boring information taken for the project has been included in the project specifications. Locations, water, and rock depths encountered at the time of the borings are indicated on the plans. There is no expressed or implied agreement that depths or character of materials shown are correct or complete. Conditions affecting work may actually differ from those shown in the boring logs. Bidders are expected to examine the site, interpret or disregard soil boring logs as they see fit, and arrive at their own conclusions regarding the character and locations of materials to be encountered. All Contractors desiring to take additional soil borings on this project must obtain permission from the property owners involved and from the Engineer.

UNCLASSIFIED EXCAVATION

Excavate the existing subgrade to provide for the required depth of aggregate base course and asphalt surfacing or aggregate base course and concrete surfacing. Earthwork shall be performed as shown on appropriate cross sections.

Due to the difficulty in making field measurements on this project and to expedite final payment, the computed quantity of Unclassified Excavation shall be the basis of payment for this item. No field measurements will be made for payments except when changes from the plan shown construction limits are ordered by the Engineer.

All excavations made for underground utilities is incidental to the installation of that utility. All spoil material removed for pipe installation is the property of the Contractor and is to be removed from the project by the Contractor. All spoil material and costs for removing it are incidental to pipe installation costs.

The excess soil resulting from earthwork activities, if any, shall become the property of the contractor who shall be responsible for its removal from the site.

Water for compaction of subgrade and embankments shall be provided by the contractor and used to maintain soil at or near optimum moisture content to obtain required density. Compaction of subgrade and embankments shall be governed by the specified density method. Compaction of embankment shall be no less than 95% of Standard proctor density. No separate payment will be made for water used for compaction of subgrade. Cost of water for compaction of subgrade shall be included in the cost of Unclassified Excavation.

SHRINKAGE FACTOR Embankment +25%

UNCLASSIFIED EXCAVATION - DIGOUTS

An estimated quantity of 25 cubic yards of “Unclassified Excavation – Digouts” has been included in the plans to excavate isolated locations of unstable grade as determined by the Engineer. The excavated material shall be disposed of by the Contractor. The backfill material shall be aggregate base course or other material as approved by the Engineer.

The actual field measured quantity of “Unclassified Excavation – Digouts” will be the basis for payment.

UNCLASSIFIED EXCAVATION – GRADE STABILIZATION

An estimated quantity of 250 cubic yards of “Unclassified Excavation – Grade Stabilization” for an additional 6 inches of excavation has been included in the plans in the event that subgrade stabilization with Geotextile Fabric is necessary as determined by the Engineer.

The actual field measured quantity of “Unclassified Excavation – Grade Stabilization” will be the basis for payment.

CONTRACTOR FURNISHED BORROW

The Contractor shall provide a suitable site for Contractor furnished borrow material. The borrow material shall be approved by the Engineer. The plans quantity for “Contractor Furnished Borrow” as shown in the Estimate of Quantities will be the basis of payment for this item. The Contractor is responsible for obtaining all required permits and clearances for the borrow site.

Restoration of the Contractor furnished borrow site shall be the responsibility of the Contractor.

The Contractor furnished borrow material shall be uniform in texture and free from organic material. The liquid limit shall not exceed 45 and the plastic index shall not exceed 25.

INCIDENTAL WORK, GRADING

The lump sum bid price for “Incidental Work, Grading” shall be full compensation for all work listed below:

• Site Cleaning: at the end of each working day, the Contractor shall execute a thorough cleaning of the site including all roads and pavement used for access. Prior to final completion, the Contractor shall remove and dispose from the project site all construction waste, unused materials, excess soils, and other debris from construction activities.

• Fine grading of all disturbed areas to the satisfaction of the Engineer and City in preparation for seeding.

PLACING TOPSOIL

Prior to starting construction operations, a sufficient volume of topsoil shall be removed from the construction limits to cover the disturbed areas and will be paid for under the bid item “Salvage Topsoil”.

Following completion of grading operations, topsoil shall be spread evenly over the disturbed areas to a depth of 6 inches.

See Erosion Control plans for locations.

The basis of payment for “Placing Topsoil” will be the plan quantity. No separate measurement will be made unless changes from the plan shown construction limits are ordered by the Engineer. For additional topsoil notes see Permanent Erosion Control Measures in Section C4.

SEE SECTION C3 FOR TRAFFIC CONTROL NOTES

SEE SECTION C4 FOR EROSION CONTROL NOTES

SANITARY SEWER

SANITARY SEWER - GENERAL

1. A proposed sanitary sewer service will be installed to service the new building.

2. . Contractors License. The Contractor shall obtain a “South Dakota State Sewer and Water Plumbing Contractor’s License” prior to commencing construction.

3. The Contractor shall notify the City Engineer’s office upon completion of the sanitary sewer work. Inspection of the sanitary sewer will be made by the City Engineer’s office, or consultant if applicable, and the Contractor to identify and note any deficiencies. The expense of the initial television inspection will be borne entirely by the City. The expense of any additional television inspections beyond the initial inspection due to Contractor errors will be borne entirely by the Contractor. Televising will not occur unless the following conditions are met:

Appropriate vehicle access i.e. level, free of mud holes, and capable of supporting televising vehicles is provided to all sanitary sewer manholes access points.

Manholes/structures are exposed and easily accessible. Buried manholes are not acceptable.

Manhole frames and lids per the City’s standard plates are properly installed.

Interior manhole work is complete, i.e. manhole inverts and pipe penetration complete, welding complete.

Manholes, pipes, etc. are clean and free of debris including lumber or wood forms, gravel/dirt, etc. More than a one-half gallon container of gravel or dirt per 400' and in each manhole is unacceptable.

• The Contractor shall place water in pipes to assist in identifying sags

Corrective actions will be provided to the Project Manager or the subdivision inspector, who will provide them to the Contractor. After corrections are made, the television request may be submitted again, in writing, and the process will begin again and be repeated until the infrastructure has been accepted. Paving may occur but is not recommended until the sewer infrastructure has been reviewed and accepted. A time extension will not be considered due to the Contractor waiting for the sewer to be televised. The Contractor is still responsible for correcting items not meeting the Engineering Design Standards after the initial inspection through the warranty period. Cleaning and maintenance of the sanitary sewer and storm drainage systems shall be the responsibility of the Contractor until final completion. Weather delays and unforeseen circumstances may delay televising. The Contractor is responsible for reinstalling inlet/manhole protection, as required, prior to and following the television inspection at no additional cost to the City.

4. The Contractor and consultant are required to fill out the City’s Sanitary Sewer Backup Prevention Plan checklist on a daily basis when sanitary sewer manholes and/or sewer pipes are exposed to construction related activities. The Contractor and consultant shall submit the completed forms to the City’s Project Manager every two weeks, or more often if requested by the City’s Project Manager. This form is available from the City’s Project Manager. All costs associated with filling out and submitting this form shall be incidental to the project.

TEMPORARY MANHOLE CONSTRUCTION FRAME AND COVER

Temporary Manhole Protection shall be constructed in accordance with Standard Plate 950.22.

Temporary Manhole Protection shall be installed on existing manholes immediately after construction surfacing removals have been completed and on new manholes immediately after installation. The Contractor shall ensure that all manholes are secured, protected, and watertight at the end of each workday. Under no circumstances shall an uncompleted or completed manhole be left uncovered, unprotected, or not watertight overnight.

Any manholes that are not watertight or not in compliance with the plans will result in a price adjustment to the contract. The minimum price adjustment to the contract will be $100 per day per occurrence.

ra w n

B y:

D es ig ne d by

P lo t

D at e:

C2.2

N E

S P ro je ct

R ev is io ns

C he ck ed

B y:

ENGINEERING + SURVEYING

NORMAN

Fi le

L oc at io n:

C :\U se rs

\C ar te r R ob er ts \N or m an E ng in ee rin g D ro pb ox \P ro je ct s\

\2 5.

.0

Sh er m an

P ar k Sh op B ui ld in g

- S F

Pa rk s\ dw g\ Pl an s\

.0

2.

- G en er al N ot es

SA

VE

D

AT

E:

5/ 8/

:1

AM

BY

: C ar te r R ob er ts /

PL

O

T D

AT

E:

5/ 8/

:3

AM

BY

: C ar te r R ob er ts

S he rm an

P ar k S ho p

B ui ld in g

W

. 1 2t h S tr ee t S io ux

F al ls , S ou th

D ak ot a

A

JN

JR

K

A

JN

.0 5.

.0 2.

G en er al

N ot es

SO U T H D A K OT A

REG. NO.

LAND SURVEYOR

REG

IST

ERE

D PROFESSIONAL ENGI NEER

AARON J.

NORMAN

The Contractor is responsible for ensuring that manholes are located and opened for scheduled televising by City crews.

The City will not locate or excavate buried manholes. If access to a manhole is not prepared for scheduled televising, the Contractor may be charged for rescheduling the televising crews – this may be withheld from future pay applications if not paid in a timely manner. Furthermore, the City televising crews are not bound to the originally scheduled timeline if they have to reschedule due to inaccessible manholes. The Engineer and/or City Project Manager shall be responsible for including the Contractor in the communications chain in the event that televising is scheduled through a subcontractor.

The Contractor is responsible for ensuring that the temporary manhole plates are properly replaced and sealed water tight in the event that access to the manholes is required for any reason.

SANITARY SEWER CROSSINGS

Extreme caution shall be used while working in the vicinity of the existing 42” trunk sewer main, existing 8” PVC main, and manholes 13F0001B and 13F0001C.

SANITARY SEWER SYSTEM CAPACITY CHARGE

Sanitary sewer System Capacity Charge, and any other sanitary charges and fees, for all City projects will be paid by the City. Payment will be accomplished by interdepartmental transfer. General Contractor shall not include this charge in any project costs included in the bid.

STORM DRAINAGE

STORM DRAINAGE - GENERAL

Storm drainage pipe shall be the size(s) and class(es) designated on the plan and profile sheets and in the estimate of quantities.

Standard bedding material shall be considered incidental to the installation of the storm drainage pipe. No separate measurement or payment shall be made for standard bedding material.

A minimum of three pipe joints shall be tied with tie bolts at the end of reinforced concrete pipe culverts and storm drainage pipe, except when the pipe run terminates at a drainage structure. Payment for furnishing and installing tie bolts shall be incidental to the installation of the storm drainage pipe.

The Contractor shall notify the City Engineer’s office upon completion of the storm drainage work prior to paving operations. Inspection of the storm sewer will be made by the City Engineer’s office, consultant if applicable, and the Contractor to identify and note any deficiencies. The expense of the initial television inspection will be borne entirely by the City. If Engineer determines television inspection is necessary, the Contractor will not be eligible for additional contract time after Contractor’s notification while city television inspection and review remains incomplete. The expense of any additional television inspections beyond the initial inspection due to Contractor errors will be borne entirely by the Contractor. Water Reclamation Crews will make best efforts to televise storm drainage pipes within 5 working days from the Contractor’s written request provided the following conditions are met:

Appropriate vehicle access i.e. level, free of mud holes, and capable of supporting televising vehicles is provided to all storm drainage access points.

Manholes/structures are exposed and easily accessible. Buried structures are not acceptable.

Frames and lids per the City’s standard plates are properly installed.

Interior structure work is complete, i.e. inverts and pipe penetration complete, welding complete.

Junction boxes, pipes, etc. are clean and free of debris including lumber or wood forms, gravel/dirt, etc.

More than a one-half gallon container of gravel or dirt per 400' and in each structure is unacceptable.

• The Contractor shall place water in pipes to assist in identifying sags

Televising will not be complete if the above conditions are not met. Corrective actions will be provided to the Project Manager or the subdivision inspector, who will provide them to the Contractor. After corrections are made, the television request may be requested again, in writing, and the process will begin again and be repeated until the infrastructure has been accepted. Paving may occur but is not recommended until infrastructure has been reviewed and accepted. The Contractor is still responsible for correcting items not meeting the Engineering Design Standards after the initial inspection through the warranty period. Cleaning and maintenance of the sanitary sewer and storm drainage systems shall be the responsibility of the Contractor until final completion. Weather delays and unforeseen circumstances may delay televising.

The Contractor is responsible for reinstalling inlet/manhole protection, as required, prior to and following the television inspection at no additional cost to the City.

WATER

WATER MAIN - GENERAL

1. A proposed 6” PVC water main will be installed to a fire hydrant near the project site.

2. A proposed 2” water service will be tapped off the proposed 6” PVC water main and installed to the proposed shop building.

Contractors License. The Contractor shall obtain a “South Dakota State Sewer and Water Plumbing Contractor’s License” prior to commencing construction.

WATER MAIN AND APPURTENANCES

All valve operation will be done by the City of Sioux Falls water department.

All ductile iron pipe and fittings shall be wrapped with polyethylene tube material to protect the pipe from any future corrosion. The poly material shall be installed as detailed in the supplemental specifications and the ductile iron handbook from DIPRA and ANSI A21.5 (AWWA C105).

All water distribution materials shall meet NSF / ANSI Standard 61 – Drinking Water System Components, Health Effects, NSF/ANSI 61, and…