Plans By:

Project Location

City of Sioux Falls

Harmodon ParkFence Repairs Various Fields

Plans for Proposed Fence Improvements

CIP No. 14013

Index of Sheets

Minnehaha County

Bid Request No. 15-1091

Location Map

Vicinity Map

Drawing indicates 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)

David Christian Locke S.D. No. 11267

I, David Christian Locke, hereby certify that these plans were prepared by

me, or under my direct supervision and that I am a duly registered

landscape architect under the laws of the State of South Dakota.

Providing a Better Quality of Life for You!

City Engineer

Approved

Date

City of Sioux FallsPUBLIC WORKS - DIVISION OF ENGINEERING

224 WEST 9TH STREET

SIOUX FALLS, SD 57104 (605) 367-8601

Date

Section 36 - T101N, R49W

Section 36 - T101N, R49W

Section 36 - T

101N

, R

49W

Section 36 - T

101N

, R

49W

SHEET NO. A-1 THRU A-3 TITLE SHEET, LEGEND, PHASING PLAN

SHEET NO. B-1 ESTIMATE OF QUANTITIES

SHEET NO. D-1 THRU D-2 SEQUENCE OF OPERATIONS/GENERAL NOTES

SHEET NO. F-1 THRU F-2 TRAFFIC CONTROL

SHEET NO. G-1 THRU G-3 EROSION CONTROL

SHEET NO. J-1 THRU J-7 SITE PLAN

SHEET NO. N-1 THRU N-2 DETAILS/STANDARD PLATES

For B

iddi

ng P

urpo

ses

Onl

y

A-2

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS

LEGEND OF SYMBOLS

For B

iddi

ng P

urpo

ses

Onl

y

LEGEND

41S

T S

TR

EE

T

A-3

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS

FIELD 1

FIELD 2

FIELD 3

FIELD 4

FIELD 5

FIELD 6

FIELD 7

For B

iddi

ng P

urpo

ses

Onl

y

B-1

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS

ITEMNO.

STD. BIDITEM ITEM UNIT QUANTITY

General Items

1 9.0010 Mobilization LS 1

Traffic Control

2 634.0100 Traffic Control Unit 220

3 634.0120 Traffic Control, Miscellaneous LS 1

Erosion Control

4 120.6300 Water for Vegetation Mgal 595

5 230.0020 Placing Contractor Furnished Topsoil CuYd 1212

6 730.0251 Special Permanent Seed Mixture 1 Lb 338

7 730.0301 Quality Green Turf Mix Lb 255

8 Special Granular Mulching Lb 2330

9 731.0100 Fertilizing Lb 696

10 731.0200 Weed Control SqYd 6585

11 731.0210 Weed Control - Project LS 1

12 733.0100 Sodding SqYd 120

13 734.0105 Erosion Control Blanket SqYd 3025

14 734.0850 Inlet Protection Each 7

15 734.5010 Sweeping Hour 15

Removals & Grading

16 Special Remove Chain Link Fence Post & Footing Each 227

17 Special Jack Hammer Chain Link Fence Post Footing Each 348

Special Items

18 Special Irrigation Adjustments LS 1

19 Special Chain Link Fence Post, F&I Each 227

For B

iddi

ng P

urpo

ses

Onl

y

SHEET NO.

D1

H

AR

MO

DO

N P

AR

K

FEN

CE

RE

PA

IRS

S

IOU

X F

ALL

S, S

OU

TH D

AK

OTA

GE

NE

RA

L N

OTE

S D

ES

IGN

ED

BY:

DC

L D

RA

WN

BY:

MR

S A

CA

D F

ILE

: 591

5 –

GE

NE

RA

L N

OTE

S C

HE

CK

ED

BY:

JR

B

DA

TE: 0

7/24

/201

5

RE

VIS

ION

S:

B

Y:

DA

TE:

B

Y:

DA

TE:

GENERAL NOTES

PROJECT SCOPE This project consists of replacing fence posts on the baseball side of Harmodon Park. Work will include replacement of identified fence posts, concrete footing removal, minor topsoil grading, seeding and sodding. SPECIFICATIONS TO BE USED The most current edition of the City of Sioux Falls General Conditions for Public Improvements and Supplemental Standard Specifications, together with 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 City of Sioux Falls Engineer’s Office will provide a copy of the City of Sioux Falls General Conditions for Public Improvements and 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 address http://www.siouxfalls.org/publicworks under Engineering Documents. 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/. ORDER OF PRECEDENCE If conflicts arise, the order of precedence of the contract documents shall be as follows: Plans over Special Provisions over Supplemental Specifications over City of Sioux Falls Supplemental Standard Specifications over City of Sioux Falls General Conditions for Public Improvements over South Dakota Department of Transportation Supplemental Specifications and Errata over South Dakota Department of Transportation Standard Specifications for Roads and Bridges. City of Sioux Falls Standard Plates have precedence over South Dakota Department of Transportation Standard Plates. CONSTRUCTION LIMITS The construction limits shall be within the areas shown on the plans. 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. GRADE STAKES, BENCHMARKS AND MONUMENTS All stakes, stones, and monuments now in place and marking lines and corners of boundaries which are likely to be affected by the work herein provided for shall be carefully preserved by the Contractor. In no case shall any excavation be made within five feet (5') of any such stake, stone or monument until they have been properly reset, witnessed, or otherwise cared for by the Engineer and permission is given to proceed with the work. All lines, grade stakes, and benchmarks set by the Engineer in connection with the work herein provided for shall be carefully preserved by the Contractor and shall not be disturbed nor moved from the exact position and elevation as set by the Engineer. No excavated material shall be thrown over or against said stakes and, except where necessary to remove the stakes as the work progresses, all stakes shall be carefully preserved in the original position and elevation until the work has passed final inspection and been accepted. Stakes, which must be removed as the work progresses shall be so removed only upon the order of the Engineer. All stakes, stones, monuments, and benchmarks disturbed or removed through carelessness or without proper authority will be reset at the expense of the Contractor. NOISE PERMIT The Contractor shall obtain a noise permit from the City of Sioux Falls Health Department (Mark Schuttloffel 367-8783) if working between 10:30 PM to 6:00 AM. The Contractor shall submit a request in writing to the Engineer for approval 24 hours in advance when nighttime work is contemplated.

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

Fence post specifications

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

Mulching specifications

Erosion control blanket specifications

Letter of confirmation of sod seed varieties and material source CONSTRUCTION SCHEDULE The Contractor shall prepare a construction schedule for approval to 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. Landowners, business owners, and the general public will be invited to the first half of the meeting. The Contractor will give a brief summary of the project schedule and will answer any questions. The public will then be dismissed and the Contractor can discuss construction coordination and other issues as needed. All costs to conduct the coordination meetings shall be incidental to the project. 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.

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. 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:

Municipal Light & Power Jerry Jongeling 2000 North Minnesota

Sioux Falls, SD 57104 (605) 373-6979

PROTECTION OF EXISTING SANITARY SEWER AND STORM SEWER SYSTEMS Existing sanitary sewer lines and manholes within the construction limits shall be protected at all times during construction. 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 incurred to the City’s sanitary sewer system and/or private property and any actions imposed by SDDENR due to spills or overflows. 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. PRIVATE SPRINKLER SYSTEM Private sprinkler systems are located within the construction limits. All of the fields where the proposed construction is located have underground irrigation. The contractor shall make every effort to avoid damaging irrigation systems during construction. The contractor shall make contact with the engineer and park manager prior to construction to determine if underground irrigation will conflict with construction.

For B

iddi

ng P

urpo

ses

Onl

y

SHEET NO.

D2

H

AR

MO

DO

N P

AR

K

FEN

CE

RE

PA

IRS

S

IOU

X F

ALL

S, S

OU

TH D

AK

OTA

GE

NE

RA

L N

OTE

S D

ES

IGN

ED

BY:

DC

L D

RA

WN

BY:

MR

S A

CA

D F

ILE

: 591

5 –

GE

NE

RA

L N

OTE

S C

HE

CK

ED

BY:

JR

B

DA

TE: 0

7/24

/201

5

RE

VIS

ION

S:

B

Y:

DA

TE:

B

Y:

DA

TE:

When found, the Contractor shall notify the Engineer and take reasonable measures to minimize any damage to the system. Project will commence after/during winterization of the irrigation system and the Contractor will be responsible for any damage to the irrigation system as a result of the project at no cost to the Owner. Contractor shall adjust fence line and outfield fence line irrigation heads to grade as necessary due to topsoil fill. All costs associated with irrigation head adjustments shall be on a lump sum basis per the bid item “Irrigation Adjustments”. 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.

REMOVALS FENCE POSTS The contractor shall remove the existing fence posts and associated footing identified on the plans and salvage all fabric, hardware, rails, fence cap, and wind fabric to be reinstalled after construction of new fence posts. Prior to project construction, the wind fabric shall be rolled up and zip-tied to the top of the fences by the Owner. Wind fabric is custom fit to each area of the fence. If the wind fabric is removed during construction, the contractor shall take inventory of its location and replace each section of wind fabric in the exact same fence location. The contractor shall protect existing fence during removals of fence posts. Any damage to fences to remain shall be repaired at no additional cost to the owner. All other materials shall be removed and disposed of by the contractor. All costs associated for removals, salvaging, and disposal of fence posts and associated footing shall be included in the per each bid item “Remove Chain Link Fence Post & Footing”. In some instances the contractor shall jack hammer the top portion of the exposed concrete fence footing as outlined in the plans. The contractor shall protect the existing fence and fence post during removals of top portion of the exposed concrete footing. Any damage to fences to remain shall be repaired at no additional cost to the owner. All other materials shall be removed and disposed of by the contractor. All costs associated for jack hammer and disposal of concrete shall be included in the per each bid item “Jack Hammer Chain Link Fence Post Footing”.

GRADING PLACING TOPSOIL Topsoil shall be spread evenly as outlined in the plans. See site plans and details for locations. The basis of payment for “Placing Contractor Furnished Topsoil” will be on a per cubic yard basis. For additional topsoil notes see Permanent Erosion Control Measures in Section G.

FENCING

MISCELLANEOUS CONCRETE Concrete for inlets, curb and gutter, valley gutters, sidewalk, footings, driveway approaches, and outlet structures shall be Class M-6 as detailed in the SDDOT Standards Specifications Section 462. NEW FENCE POSTS The Contractor shall install new fence posts and associated footing as identified on the plans and reinstall salvaged fabric, hardware, rails, fence cap, and wind fabric after construction of new fence posts. All costs associated with furnishing and installing fence posts, footing, and salvaged fence items shall be included in the per each bid item “Chain Link Fence Post, F&I”. Damaged salvaged equipment & materials that cannot be reinstalled shall be replaced by an equal or better product at the Contractor’s expense and to the satisfaction of the Owner.

For B

iddi

ng P

urpo

ses

Onl

y

SHEET NO.

F1

H

AR

MO

DO

N P

AR

K

FEN

CE

RE

PA

IRS

S

IOU

X F

ALL

S, S

OU

TH D

AK

OTA

TRA

FFIC

CO

NTR

OL

NO

TES

DE

SIG

NE

D B

Y: D

CL

DR

AW

N B

Y: M

RS

AC

AD

FIL

E: 5

915

– G

EN

ER

AL

NO

TES

CH

EC

KE

D B

Y: J

RB

D

ATE

: 07/

24/2

015

R

EV

ISIO

NS

:

BY

: D

ATE

:

BY

: D

ATE

:

TRAFFIC CONTROL

SEQUENCE OF OPERATIONS The following Sequence of Operation shall be followed by the Contractor unless an alternate Sequence of Operations is submitted in writing and approved by the Engineer.

Phase 1 All work shall be completed in one phase.

Special Conditions

1. Contractor shall confine construction traffic to proposed access routes only. 2. Confine all temporary storage of materials to areas shown on plan sheet F-1. 3. All dirt spoils from new footings shall be removed immediately from the site

and not allowed to contribute to sediment to existing storm sewer system. 4. Any concrete sidewalk, curb, or pavement damaged due to construction

activity shall be removed and replaced by the Contractor at the discretion of the engineer at no cost to the Owner. All paving sections shall match existing paving sections.

5. All turf area disturbed due to construction activity shall be prepped fertilized, and seeded or sodded as outlined in the general notes.

6. Construction traffic within the field of play shall be limited to vehicles with turf tires only and shall be confined to within 20’ of the fence line only. Contractor shall conduct most construction activity and access from outside the field of play. All disturbed areas within the field of play shall be sodded per the general notes to the Owner’s satisfaction.

7. All construction traffic on turf areas shall be limited to equipment with turf tires or rubber tracks. Contractor shall disturb minimal turf area to accomplish fence improvements.

TIME PROVISIONS The Contractor shall commence work under this contract and fully complete all work associated with the project by November 20, 2015. Contractor further agrees to pay as liquidated damages the amount specified in the City of Sioux Falls’ current edition of the General Conditions for Public Improvements, Section 8.9, for each working day thereafter that the work remains uncompleted. GENERAL MAINTENANCE OF TRAFFIC

1. Installation of traffic control shall conform to the Manual on Uniform Traffic Control Devices (MUTCD) 2009 Edition unless otherwise modified in the plans.

2. Indiscriminate driving and parking of vehicles within the park area will not be

permitted. Any damage to the vegetation, surfacing, embankment, delineators and existing signs resulting from such indiscriminate use shall be repaired and/or restored by the Contractor, at no expense to the City, and to the satisfaction of the Engineer.

3. Installation, maintenance, relocation and removal of Type I and II barricades,

cones, vertical panels, drums, barricade warning lights, watchmen, tubular markers and flags shall be included in the lump sum price bid for “Traffic Control Miscellaneous”.

4. The Contractor or designated traffic control subcontractor shall ensure the

adequacy, legibility, and reflectivity of each sign and device. Sign washing shall be considered incidental to Traffic Control and required as directed by the Engineer.

ITEMIZED LIST FOR TRAFFIC CONTROL

SIGN CODE SIGN SIZE DESCRIPTION MAX REQUIRED

UNITS PER SIGN UNITS

R9-9 18'' x 30'' SIDEWALK CLOSED 4 15 60***** ***** TYPE III BARRICADE - 8 FT. SINGLE SIDED 4 40 160

GRAND TOTAL = 220

For B

iddi

ng P

urpo

ses

Onl

y

F-2

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS

FIELD 1

FIELD 2

FIELD 3

FIELD 4

FIELD 5

FIELD 6

FIELD 7

For B

iddi

ng P

urpo

ses

Onl

y

SHEET NO.

G1

H

AR

MO

DO

N P

AR

K

FEN

CE

RE

PA

IRS

S

IOU

X F

ALL

S, S

OU

TH D

AK

OTA

ER

OSI

ON

CO

NTR

OL

NO

TES

DE

SIG

NE

D B

Y: D

CL

DR

AW

N B

Y: M

RS

AC

AD

FIL

E: 5

915

– G

EN

ER

AL

NO

TES

CH

EC

KE

D B

Y: J

RB

D

ATE

: 07/

24/2

015

R

EV

ISIO

NS

:

BY

: D

ATE

:

BY

: D

ATE

:

TEMPORARY EROSION CONTROL MEASURES

INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES The Contractor shall not begin the removal of surfacing or topsoil within the applicable work area until all applicable temporary erosion control measures are placed. Temporary erosion control measures shall be installed as necessary as construction progresses and these temporary erosion control devices shall be installed within 24 hours at locations identified in the plans.

SEDIMENT CONTROL MEASURES

INSTALLATION OF SEDIMENT CONTROL MEASURES The Contractor shall not begin the removal of surfacing or topsoil within the applicable work area until all applicable sediment control measures are placed. Sediment control measures shall be installed as necessary as construction progresses and these sediment control devices shall be installed within 24 hours at locations identified in the plans. STREET SWEEPING Construction Requirements: Street sweeping is required during construction and before final completion of work to keep streets adjacent to and within the project area clean. The minimum equipment to be used for street sweeping shall be a skid loader with a pick up broom attachment or engineer approved equal. No rotary broom without the pick up broom attachment/containment system will be acceptable to perform this work. Maintenance: Sweeping shall be performed as needed to remove tracked mud from the roadway. Daily sweeping may be necessary if project conditions warrant. Measurement: Street sweeping will be measured to the nearest tenth of an hour. Payment: Street sweeping will be paid for at the contract unit price per hour. Payment shall be full compensation for all labor, equipment, and incidentals. INLET PROTECTION Maintenance Requirements: Accumulated sediment should be removed and disposed of on site. Device should be cleaned or replaced if standing water is evident 48 hours after a rain event. Damaged devices must be repaired. Measurement: Inlet protection will be measured per each type installed. Additional measurement will be made when a different type of inlet protection is installed at each location. No additional measurement will be made when the same type of inlet protection is removed and reinstalled at the same location. Payment: Inlet protection will be paid for at the contract unit price per each. Payment shall be full compensation for all materials, labor, equipment, and incidentals required to install, maintain, and remove the inlet protection.

CONCRETE WASHOUT AREA Construction Requirements: No concrete washout area shall be installed for the project. All concrete trucks shall wash out, “off site”, at approved site constructed by the concrete supplier.

PERMANENT EROSION CONTROL MEASURES INSTALLATION OF PERMANENT EROSION CONTROL MEASURES This work shall be done as soon as possible after finish grading and topsoil placement is completed, and if practical, prior to seeding, fertilizing, and mulching of adjacent areas. At a minimum, the work must be completed within the timeframes listed within the Soil Surface Stabilization Practices notes. TOPSOIL Topsoil will be placed as detailed in the plans unless otherwise specified by the Engineer. The placement of the topsoil shall be completed within 5 days of final grading. Soil stabilization shall be in accordance with the plans.

Contractor Furnished Topsoil: Topsoil placed shall be screened and pulverized and meet the requirements of the following table:

TOPSOIL REQUIREMENTS

Minimum Maximum

Material Passing #10 Sieve 95% -

Clay 5% 50%

Silt 10% 70%

Sand and Gravel 10% 60% Organic Matter (as determined by weight) 4% 15%

pH (ASTM D 5268) 6.0 8.0

The topsoil provided shall be smooth, uniform, and free of stones 1 inch or larger in any dimension, roots and other extraneous or undesirable material harmful to plant growth. The Contractor shall submit to the Engineer the prospective source for the topsoil at least 1 month prior to time of placement to allow adequate time for inspecting, testing and approving the source. A companion topsoil test may be performed on site after placement. Texture shall be determined by the method described in AASHTO T 88. SEEDBED PREPARATION The initial preparation of the newly graded area for seeding shall consist of removing existing grass, vegetation and turf. Do not mix into topsoil. Loosen soil to a depth of at least 6 inches. Remove stones larger than 1” in any dimension, sticks, roots, trash and other extraneous matter. Grade the planting areas to a smooth, uniform surface that is loose and uniformly fine textured. Grade to within +/- 0.1” of the finish elevation. Roll and rake, remove ridges, pulverize soil clods to less than 1” and fill depressions to meet finish grades. The Contractor will need prior authorization from the Engineer to commence seeding. Seedbed preparation shall be incidental to the appropriate “Seed Mixture” pay item. SEED TESTING Seed shall be tested within 9 months prior to planting, exclusive of the calendar month in which the test was completed. Testing shall be performed in accordance with SD Standard Specification for Roads and Bridges Section 730.2C. The certified test report shall be furnished to the Engineer prior to the start of the seeding operations. LABELING Each bag of seed delivered to the project shall bear a tag which conforms to the SD Standard Specifications for Roads and Bridges Section 730.2D. There will be no payment for seed used without the proper labeling. WEED CONTROL The Contractor will be responsible to control all legumes, noxious weeds and grass within the project limits, both disturbed and undisturbed areas, throughout the duration of the project. Legumes, noxious weeds and grass shall either be mowed or inoculated. If inoculated, it must be performed in accordance with the manufacturer’s recommendation, by a Contractor licensed by the South Dakota Department of Agriculture. The number of applications will be at the discretion of the Engineer. See City Ordinance Chapter 11 for regulations governing vegetation. Material, equipment, tools, labor and other appurtenances will be paid for at the contract unit price per Lump Sum for “Weed Control - Project”. Legumes and noxious weeds shall be inoculated in all newly seeded areas, in accordance with the manufacturer’s recommendation, by a Contractor licensed by the South Dakota Department of Agriculture. The product shall be approved by the Engineer prior to application. The inoculation shall be applied per the manufacturer’s recommendation and prior to the conclusion of the 45 day maintenance period. A certification of the inoculation, along with the application records, shall be furnished to the Engineer. More weed control applications may be required depending on site conditions. The number of applications will be at the discretion of the Engineer. One application will be applied within the seeding window. If seeding is expected to be dormant, a pre-emergent product will be applied the following spring when soil temps have reached 55 degrees. Material, equipment, tools, labor and other appurtenances will be paid for at the contract unit price per Sq Yd for “Weed Control”. Maintenance: After seeding has taken place, the Contractor shall be responsible for controlling the weeds, including the contractor staging areas, until a uniform, perennial, vegetative cover, with a density of 70% of the native grasses, has been established and for the duration of the 45 day maintenance period. If areas are seeded as dormant seeding, this requirement shall remain in effect until the following spring.

Inoculation shall be applied per the manufacturer’s recommendation prior to the placement of the sod. After sodding has taken place, the Contractor will be responsible for controlling the weeds for the newly sodded areas until the maintenance period of 45 days has expired. SEEDING Construction Requirements: Seeding and fertilizing shall comply with sections 730 and 731 of the SDDOT Standard Specifications for Roads and Bridges except as noted below. Seasonal limitations have been designated below. If seasonal limitations cannot be met, then an alternate soil stabilization practice must be used. Payment will be made to the Contractor for these alternate practices if caused by the conditions and sequencing of the plans and/or specifications and not the result of the Contractor’s negligence. Seed Mixes: When to Plant: Spring: April – June 15 Fall: August – Early September Dormant: November – Freeze Up Specifications: Minimum Purity 97% and Minimum Germination 85% Maximum Other Crop Content 0.10% and Maximum Weed Content 0.10% Components and/or percentages of the above blend may vary Special Permanent Seed Mixture 1:

LBS/1 ACRE Elite Kentuky Bluegrass – Princeton 105 45

Elite Kentuky Bluegrass – Alexa 60

Elite Kentuky Bluegrass – Diva 60

Elite Kentuky Bluegrass – Ginney 45

Elite Kentuky Bluegrass – Mystere 60 Fine-leaf Perennial Ryegrass – Line Drive GLS 15 Fine-leaf Perennial Ryegrass – Line Drive GLS 15

TOTALS 300 Special Permanent Seed Mixture 1 shall only be installed approximately 3’ on either side of side fence lines and outfield fence lines per the details. Hydraulic application of seed will not be allowed for this type if seed.

For B

iddi

ng P

urpo

ses

Onl

y

SHEET NO.

G2

H

AR

MO

DO

N P

AR

K

FEN

CE

RE

PA

IRS

S

IOU

X F

ALL

S, S

OU

TH D

AK

OTA

ER

OSI

ON

CO

NTR

OL

NO

TES

DE

SIG

NE

D B

Y: D

CL

DR

AW

N B

Y: M

RS

AC

AD

FIL

E: 5

915

– G

EN

ER

AL

NO

TES

CH

EC

KE

D B

Y: J

RB

D

ATE

: 07/

24/2

015

R

EV

ISIO

NS

:

BY

: D

ATE

:

BY

: D

ATE

:

Quality Green Turf Mix:

LBS/1 ACRE

Improved Kentucky Bluegrass (minimum 3 varieties) 235

Fine-Leaf Perennial Ryegrass (minimum 2 varieties) 95

Creeping Red Fescue 60

TOTALS 390 Quality Green Turf Mix shall only be installed in areas outside of the field of play and fence line seeding areas. Quality Green Turf Mix will be measured and paid for in accordance with the SD Standard Specifications for Roads and Bridges Section 730.4 and 730.5. Seed shall be delivered to the project in bags with seed tags attached. The tags will be collected from the bags by the Engineer during seeding. See plan notes on Labeling. Seed shall be applied using a press drill or slit seeder in all areas where possible. Hand seeding will be kept to a minimum and only done when site conditions prohibit the use of a drill or slit seeder. These rates shall be doubled if seed is broadcast and shall be increased by 50 percent if the seeding is applied through hydraulic seeding. Additional seed quantities due to broadcast or hydraulic application shall be at the contractor’s expense. Hydraulic seeding may be substituted for drilling only where slopes are steeper than 3:1. If hydraulic seeding is used, hydraulic mulching shall be done as a separate operation. All seed shall be drilled in with an approved drill and incorporated to the top ¼” +/- of topsoil. Small areas not accessible with a drill may be broadcast and dragged or raked in. Mycorrhizal Inoculum: This shall be applied with the above seed mixes. It shall consist of mycorrhizal fungi spores and mycorrhizal fungi-infected root fragments in a solid carrier. The carrier may include organic materials, calcinated clay, or other materials consistent with application and good plant growth. The supplier shall provide certification of the fungal species claimed and the live propagule count. The inoculum shall include the following fungal species: Glomus intraradices 25% Glomus aggregatu 25% Glomus mosseae 25% Glomus etunicatum 25% All wetland and native seed shall be inoculated with a minimum of 100,000 live propagules of mycorrhizal fungi per acre. All turf seed shall be inoculated with a minimum of 1,000,000 live propagules of mycorrhizal fungi per acre. All costs of inoculating the seed shall be incidental to the contract unit price per pound for the corresponding permanent seed mixture. The Mycorrhizal Inoculum will be incidental to the specified seed mix. Maintenance: Maintain and establish turf for 45 days by watering, fertilizing, weeding, mowing, trimming, replanting and performing other operations as required to establish healthy, viable turf. Roll, regrade and replant bare or eroded areas and remulch to produce a uniformly smooth turf. Provide materials and installation the same as those used in the original installation. Fill in as necessary soil subsidence that may occur because of settling or other processes. Replace materials and turf damaged or lost in areas of subsidence. In areas where mulch has been disturbed, add new mulch. Bare spots or locations of erosion shall be re-seeded and maintained by the contractor for an additional 45 days and until the area has met the vegetative cover requirement of 70% of the native cover. This additional material and labor shall be at no additional cost to the owner. Seed will be measured and paid for in accordance with the SD Standard Specifications for Roads and Bridges Section 730.4 and 730.5. FERTILIZING Fertilizer Type: For use in both seed and sod applications. The all-natural fertilizer shall have a minimum guaranteed analysis of 4-6-4 and be USDA Certified BioBased. It should provide a minimum of 4% (N) nitrogen with a minimum water insoluble nitrogen (WIN) fraction of 3.2%, a minimum of 6% (P2O5) available phosphate, a minimum of 4% (K2O) soluble potash, and a maximum carbon to nitrogen ratio (C:N ratio) of 5:1. The all-natural fertilizer shall be free of weed-seed and pathogens accomplished through thermophilic composting, and not mechanical or chemical sterilization, to assure presence of beneficial soil microbiology. The fertilizer shall have a near neutral pH, a low salt index, a low biological oxygen demand, contain organic humic and fulvic acids, and have high aerobic organism counts. The fertilizer shall also be stable, free of bad odors, and be unattractive as a food

source for animals. It should also be in a granular form that is easily spread. Application rate should be 400 lbs/acre.

Fertilizer shall be delivered to the site in bags, each fully labeled, conforming to the specifications and bearing the name and warranty of the producer. Appropriate documentation shall be given to the Engineer for approval prior to application. Fertilizer will be measured and paid for in accordance with the SD Standard Specifications for Roads and Bridges Section 731.4 and 731.5. GRANULAR MULCHING Following permanent seeding for Special Permanent Seed Mixture 1 only, granular mulch shall be applied at the rate of 50 lbs per 1,000 s.f at locations shown in the plans. Granular mulch shall be applied by broadcast spreader or by hand in accordance with the manufacturer’s recommendations. Composition of granular mulch shall be 37% wood fiber, 58% cellulose fiber, and 5% tackifier. The granular mulch provided shall be from the approved product list below or an approved equal. Appropriate documentation shall be given to the Engineer for prior approval before application.

Manufacturer Product Name

Profile Products LLC Seed Aide CoverGrow Buffalo Grove, IL Phone: 1-800-508-8681 www.profileevs.com Maintenance: Look for small areas of erosion or where the mulch has washed away which typically occurs after a heavy rain. All areas of failure should be repaired. Payment: Full compensation for all materials, labor, equipment, and incidentals required to install, maintain, and repair mulch shall be paid for by the “Granular Mulching” bid item on a per pound basis. SODDING Sodding shall conform to section 733 of the SDDOT Standard Specifications for Roads and Bridges. The sod shall consist of a minimum of 3 Kentucky Bluegrass cultivars and may not be grown on peat. A letter of confirmation of sod seed varieties and material source shall be submitted to the Engineer. When preparing the surface, the soil shall be loosened to a minimum depth of 2 inches prior to placement of the sod. WATERING Seed: The Contractor is required to provide adequate water for all newly seeded areas for a period of 45 days after installation and until a uniform, perennial vegetative cover, with a density of 70% of the native grasses, has been established. If areas are seeded as dormant seeding, this requirement shall remain in effect until the following spring. Seeded areas within the field of play will be covered by the field irrigation system; however, the Contractor shall be responsible for watering these areas until the park irrigation system has been charged in the spring. The Contractor shall be responsible for coordinating with the Park Superintendent to ensure areas within the field of play have adequate water and coverage from the irrigation system. Contractor will still be responsible for reseeding these areas if adequate water is not provided. All areas outside of the field of play are required to be watered by the contractor as outlined in the plans. The Contractor will notify the Inspector prior to watering. Included in the estimate of quantities is 580 Mgallons of water, estimated at 125 gallons per square yard. The application rate should allow the water to soak into the ground without runoff. Application shall be equivalent to a rate of 0.5” per day. Use enough water to keep the soil and mulch moist to a depth of 1 inch to ensure growth of the seed. Ensure watering does not cause erosion. Multiple passes may be needed. Sufficiently water to keep the soil moist for a minimum of 45 days and until a uniform, perennial vegetative cover, with a density of 70% of the native grasses, has been established. The Contractor will be responsible to repair any areas of erosion or bare spots at no additional cost to the City. If the Contractor fails to provide adequate water for the newly seeded areas, the Contractor will be required to reseed and maintain the area for an additional 45 days at no additional expense to the City. No payment will be made for reseeding and other associated costs. Sod: The Contractor will be required to provide a moist condition throughout the thickness of the sod and well into the underlying soil bed. Sodded areas within the field of play will be covered by the field irrigation system; however, the Contractor shall be responsible for watering these areas until the park irrigation system has been charged in the spring. The Contractor shall be responsible for coordinating with the Park Superintendent to ensure areas within the field of play have adequate water and coverage from the irrigation system. Contractor will still be responsible for resodding these areas if adequate water is not provided. Included in the estimate of quantities is 15 Mgallons of water, estimated at 125 gallons per square yard. The application rate should allow the water to soak into the ground without runoff. Application shall be equivalent to a rate of 0.5” per day. The Contractor is required to provide adequate water for all newly sodded areas for a period of 45 days after

installation. If areas are dormant sodded, this requirement shall remain in effect until the following spring. An inspection will be performed at the end of the maintenance period to ensure sod is alive and growing. Maintenance and replacement shall be at the expense of the Contractor. Replaced sod shall be watered as required for original sod at the expense of the Contractor. Watering Restrictions: The Contractor must comply with all watering restrictions in place. A listing of watering restrictions can be found on the City’s website. If even/odd or more restrictive watering restrictions are in place, a watering permit must be obtained from the Public Works’ Office. This permit will allow daily watering (outside the noon to five restrictions) for a period of up to 4 weeks. After 4 weeks, the Contractor must comply with the current watering restrictions. For clarification, the whole project will be treated as one address so the watering can occur on the entire project on the same day. Based on weather conditions and current watering restrictions the Contractor may request the seeding or sodding be delayed until weather conditions and watering restrictions are more favorable. EROSION CONTROL BLANKET Following permanent seeding for the Quality Green Turf Mix only, erosion control blanket shall be installed covering all seeded areas. Construction Requirements: The Contractor shall provide certification that the erosion control blankets do not contain noxious weed seeds. Erosion control blankets shall be installed per manufacturer’s recommendations. Maintenance: Damaged areas should be repaired immediately until the vegetation is established and growing through the material. Erosion control blanket shall be for all materials, labor and equipment necessary to install, and maintain erosion control blanket. Manufacturer Product Name American Excelsior Company Curlex NetFree Arlington, TX Color: Green Phone: 1-800-777-7645 www.amerexcel.com INTERIM/FINAL STABILIZATION If the Contractor has not performed the interim and/or final stabilization as specified above, the City reserves the right to enforce a minimum 25% price adjustment on the applicable bid items.

For B

iddi

ng P

urpo

ses

Onl

y

G-3

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS

FIELD 1

FIELD 2

FIELD 3

FIELD 4

FIELD 5

FIELD 6

FIELD 7

For B

iddi

ng P

urpo

ses

Onl

y

FIELD 1

QUANTITIES

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS J-1

LEGEND

For B

iddi

ng P

urpo

ses

Onl

y

FIELD 2

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS J-2

QUANTITIESLEGEND

For B

iddi

ng P

urpo

ses

Onl

y

FIELD 3

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS J-3

QUANTITIESLEGEND

For B

iddi

ng P

urpo

ses

Onl

y

FIELD 4

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS J-4

QUANTITIESLEGEND

For B

iddi

ng P

urpo

ses

Onl

y

FIELD 5

QUANTITIES

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS J-5

LEGEND

For B

iddi

ng P

urpo

ses

Onl

y

FIELD 6

QUANTITIES

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS J-6

QUANTITIES

LEGEND

For B

iddi

ng P

urpo

ses

Onl

y

FIELD 7

QUANTITIES

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS J-7

QUANTITIESLEGEND

For B

iddi

ng P

urpo

ses

Onl

y

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS N-1

NEW POST CHAIN LINK FENCE SECTION

VA

RIE

S

8' (Typ)

TOP RAIL

CENTER RAIL

MESH CHAIN

LINK FABRIC

NEW POST

BOTTOM RAIL

LINE POSTS

SEE FENCE POST DETAIL

NEW FENCE POST

EXISTING FENCE FABRIC

12"

DIA.

NEW FENCE POST SECTION

REPLACE FENCE POST AND FOOTING

WITH EQUIVALENT FENCE POST (SIZE

AND FINISH TO MATCH EXISTING POST)

CLASS M6 FOOTING

TOPSOIL FILL

FINISH GRADE

FEATHER TOPSOIL INTO

SURROUNDING GRADE

FINISH GRADE

FINISH GRADE SHALL BE

FLUSH WITH BOTTOM OF

FENCE FABRIC (TYP)

EXISTING FENCE

POST TO REMAIN

EXISTING FENCE FABRIC

12"

DIA.

JACK HAMMER EXISTING FENCE POST

EXISTING GRADE

TOPSOIL FILL

FEATHER TOPSOIL INTO

SURROUNDING GRADE

FINISH GRADE SHALL BE

FLUSH WITH BOTTOM OF

FENCE FABRIC (TYP)

EXISTING FOOTING

JACK HAMMER AND REMOVE TOP

OF CONCRETE FOOTING DOWN TO

6" BELOW FINISH GRADE

ALL LINE & OUTFIELD FENCES

(INCLUDING NEW FENCE POST AND

JACK HAMMERED FENCE POST AREAS)

APPROXIMATE LIMITS

OF TOPSOIL EROSION

FILL IN EROSION LIMITS WITH TOPSOIL UP TO BOTTOM

OF FENCE FABRIC (TYPICAL ALL FENCE LINES).

EROSION LIMITS AROUND EACH SCOREBOARD SHALL

ALSO BE RESTORED TO THE SATISFACTION OF THE

ENGINEER.

SEED AREA WITH SPECIAL PERMANENT

SEED MIXTURE #1, FERTILIZER, AND

MULCH (TYPICAL ALL FENCE LINES)

DISTURBED AREAS WITHIN THE FIELD

OF PLAY SHOWN TO BE REPLACED

SHALL BE SODDED

DISTURBED AREAS OUTSIDE THE FIELD

OF PLAY SHOWN TO BE REPLACED

SHALL BE SEEDED WITH QUALITY

GREEN TURF SEED MIX & EROSION

CONTROL BLANKET

TOPSOIL & SEED DETAIL

REMOVE TOP OF

CONCRETE FOOTING

(HEIGHT ABOVE

GROUND VARIES)

For B

iddi

ng P

urpo

ses

Onl

y

Providing a B

etter Q

uality of Life for Y

ou!

ENGINEERS N-2

For B

iddi

ng P

urpo

ses

Onl

y