2-26-1065 Plans.pdf

PDF 25 MB Posted Mar 13, 2026

Attached to: 26-1065 2026 Sanitary Sewer Improvements - K Avenue, Blackhawk Street, M Avenue & Cherokee Street
Solicitation number: 26-1065
Issued by: Minnehaha County, South Dakota

About this file

Written by GovTribe AI · Mar 13, 2026

2026 Sanitary Sewer Improvements Project - Sioux Falls, South Dakota

This is a comprehensive set of construction plans prepared by the City of Sioux Falls Public Works Department for sanitary sewer improvements spanning K Avenue, Blackhawk Street, M Avenue, and Cherokee Street. The project encompasses partial street reconstruction, removal of existing sanitary sewer mains, storm sewer improvements, asphalt pavement replacement, curb and gutter repairs, and landscaping. The work involves installation of new sanitary sewer piping ranging from 4 inches to 15 inches in diameter, water main relocation and installation (4 inches to 16 inches), and storm sewer improvements including removal and replacement of reinforced concrete pipe. Over 166 line items are identified, including excavation (2,210 cubic yards), aggregate base course (4,438 tons), asphalt concrete surfacing (1,745 tons), topsoil placement (394 cubic yards), seeding and fertilizing across disturbed areas, and manhole construction. The project is divided into multiple phases with specific completion deadlines: Phase 1 by June 1, 2026; Phase 2A by October 2, 2026; Phase 2B within 15 working days of security fence removal; and Phase 2C within 15 working days and by October 2, 2026. All work must achieve substantial completion by October 2, 2026, with final completion including punch list items by November 13, 2026. The project includes work within the South Dakota Air National Guard Airbase property, requiring background checks and security clearance verification for all personnel.

The estimated project cost is $1,733,672.60, funded through CIP No. 23001. Liquidated damages apply for non-compliance with phase and overall completion dates, ranging from $450 to $650 per working day depending on the phase. The contractor must obtain a South Dakota State Sewer and Water Plumbing Contractor's License prior to commencing work. Contractors are responsible for all utility locating and verification, with the City of Sioux Falls One Call system and private utility companies providing initial locates, though contractors must arrange specialized locates for the Airbase property. The project includes comprehensive erosion control and stormwater pollution prevention requirements, geotextile fabric installation for subgrade stabilization, traffic control management with maintained business access to adjacent commercial properties (Amcor and All American Towing), and temporary sanitary sewer bypass operations. Electronic design files are available upon request with signed disclaimer agreements. The contract terms include standard provisions for weather delays, inspection protocols, acceptance testing, and a 45-day maintenance period for permanent seeding and landscape restoration.

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Other files

File	Type	Posted
1-26-1065 Specifications.pdf	PDF	Mar 13, 2026
3-26-1065 Electronic Design File Disclaimer Agreement.pdf	PDF	Mar 13, 2026

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N M

I-2

W MADISON ST

N K

N F

W BLACKHAWK ST

W CHEROKEE ST

W RUSSELL ST

N W

R N

N M

W 10TH ST

W BENSON ST

City of Sioux Falls

CIP No. 23001

Index of Sheets

Minnehaha County

Bid Request No. 26-1065

Location 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)

South Dakota one-call will not locate utilities within the airbase property. Contractor will be required to hire third party locating services. Prior access approval of the locating company will be required by the airbase before any locating can be completed.

S.D. No. 15565

I, Alex S. Welbig, 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.

Providing a Better Quality of Life for You!

PUBLIC WORKS

CITY OF SIOUX FALLS

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

Plans By:

Date

PROJECT LOCATION

SHEET NO. A-1 THRU A-9 TITLE SHEET, LEGEND, OVERALL MAP,CONTROL DATA,

PROPERTY PIN & SECTION CORNERS, AND SOIL BORING

AND SUES LOCATION

SHEET NO. B-1 THRU B-4 ESTIMATE OF QUANTITIES, QUANTITY TABLES

SHEET NO, C-1 TYPICAL SECTIONS

SHEET NO, D-1 THRU D-8 GENERAL NOTES

SHEET NO. E-1 THRU E-4 TABLE OF ROW AND EASEMENTS

SHEET NO. F-1 THRU F-7 TRAFFIC CONTROL

SHEET NO. G-1 THRU G-10 EROSION CONTROL PLAN

SHEET NO. H-1 THRU H-4 EXISTING CONDITIONS & REMOVALS

SHEET NO. I-1 THRU I-6 UTILITY PLAN AND PROFILE

SHEET NO. J-1 THRU J-6 SURFACING PLAN AND PROFILE

SHEET NO. M-1 THRU M-11 CROSS SECTIONS

SHEET NO. N-1 THRU N-28 DETAILS/STANDARD PLATES

2026 SANITARY SEWER IMPROVEMENTS

K AVE, BLACKHAWK ST, M AVE, CHEROKEE ST

Alex S. Welbig

FOR BIDDING PURPOSES ONLY

30"

LEGEND OF SYMBOLS

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S S15'' S

'' S

8' ' S

S8'' S

8' ' S

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W CHEROKEE STREET

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E N K

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SOUTH DAKOTA AIR

NATIONAL GUARD

SIOUX FALLS

REGIONAL AIRPORT

ELMWOOD GOLF

COURSE

AMCOR

DEALER'S CHOICE

ALL AMERICAN

TOWING

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CP 900

CP 901

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CP 904 CP 905 CP 906

CP 907

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CP 909

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58+94

19+00

41+07

30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00

41+00

W CHEROKEE ST

N M

W BLACKHAWK ST

N K

HORIZONTAL AND VERTICAL CONTROL POINTS

SYMBOL POINT STATION OFFSET DESCRIPTION NORTHING EASTING ELEVATION

CP 251 18" REBAR W/ CAP 15835410.0000 2236880.9 1419.41

CP 900 18" REBAR W/ CAP 15835382.6900 2236516.9750 1418.451

CP 901 18" REBAR W/ CAP 15835630.0700 2236595.9530 1418.903

CP 902 18" REBAR W/ CAP 15835955.95 2236822.189 1418.615

CP 903 18" REBAR W/ CAP 15836252.85 2237030.763 1419.221

CP 904 18" REBAR W/ CAP 15836343.5600 2237176.873 1419.47

CP 905 18" REBAR W/ CAP 15836178.5900 2237413.421 1420

CP 906 18" REBAR W/ CAP 15835930.46 2237763.897 1419.993

CP 907 18" REBAR W/ CAP 15835581.65 2237565.987 1419.946

CP 908 18" REBAR W/ CAP 15835382.51 2237352.371 1419.184

CP 909 18" REBAR W/ CAP 15835372.29 2237082.833 1419.052

CP 910 18" REBAR W/ CAP 15835622.83 2237004.031 1419.287

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istr ibution Airbus D

CNES (2026) D

istr ibution Airbus D

Y Ea rth sta r G eographics

SIO

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FOUND PROPERTY PINS AND SECTION CORNERS

SYMBOL POINT TYPE DESCRIPTION DISTURBED? RESET DATE BY COMPANY

6000 Property Pin REBAR W/ CAP

6001 Property Pin REBAR W/ CAP

6002 Property Pin REBAR W/ CAP

6003 Property Pin 5/8" REBAR

6004 Property Pin 5/8" REBAR

6007 Property Pin REBAR W/ CAP

6009 Property Pin REBAR W/ CAP

6011 Property Pin REBAR W/ CAP

6012 Property Pin REBAR W/ CAP

6021 Property Pin REBAR W/ CAP

6022 Property Pin REBAR W/ CAP

6023 Property Pin REBAR W/ CAP

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O R N E R

W BLACKHAWK STREET

W CHEKOREE STREET

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E N K

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SOUTH DAKOTA AIR

NATIONAL GUARD

SIOUX FALLS

REGIONAL AIRPORT

ELMWOOD GOLF

COURSE

AMCOR

DEALER'S CHOICE

ALL AMERICAN

TOWING

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PRINTING

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O C A T

N S

SUE #3 - PRIVATE

WATERMAIN 10" DIPSUE #2 - RAW

WATER 8" CIP

SUE #4 - PRIMARY POWER

(BURIED DEEP ≈ 8')

SUE #5 - PRIMARY POWER

SUE #6 - RAW WATER 16" CIP

SUE #8 - WATERMAIN12" PVC

SUE #9 - SANITARY 10" CIP

SUE #7 - SANITARY 8" CIP

SUE #1 - WATERMAIN 12" PVC

SB #4

SB #3SB #2SB #1

SB #6

SB #5

LINE

ITEM

SPEC.

SECTION DESCRIPTION OF WORK AND MATERIALS UNITS TOTAL

QUANTITY AS-BUILT

BASE BID

GENERAL ITEMS

1 9.0010 Mobilization LS 1

2 100.0100 Clearing LS 1

3 634.0110 Traffic Control SqFt 267.0

4 634.0120 Traffic Control, Miscellaneous LS 1

5 634.0265 Type 3 Barricade, 6' Double Sided Each 6

6 634.0285 Type 3 Barricade, 8' Double Sided Each 30

7 SPECIAL Install Airbase Security Fence Ft 30

8 SPECIAL 8' Temporary Security Fence Ft 70

9 SPECIAL Salvage and Reset Garbage Fence Enclosure LS 1

EROSION CONTROL

10 120.6300 Water For Vegetation MGal 125

11 230.0020 Placing Contractor Furnished Topsoil CuYd 394

12 730.0300 Arterial and Collector Seed Mix Lb 107

13 731.0100 Fertilizing Lb 117

14 SPECIAL SDANG Seed Mix Lb 14

15 SPECIAL SDANG Fertilizing Lb 99

16 731.0200 Weed Control SqYd 2,049

17 731.0210 Weed Control - Project LS 1

18 732.0200 Fiber Mulching Ton 0.7

19 734.0850 Type B Inlet Protection Each 1

20 734.0854 Corrugated Pipe and Fabric Inlet Protection - Overflow Each 12

21 734.5010 Sweeping Hour 12

22 734.6001 Temporary Vehicle Tracking Control Each 3

23 734.6006 Concrete Washout Area Each 1

24 950.5410 Temporary Manhole Construction Frame and Cover Each 19

REMOVALS

25 100.0020 Clear and Grub Tree Each 1

26 110.0300 Remove Concrete Curb and Gutter Ft 472

27 110.1010 Remove Asphalt Concrete Pavement SqYd 5,019

28 110.1100 Remove Concrete Pavement SqYd 106

29 SPECIAL Remove Airbase Security Fence Ft 30

30 110.7700 Remove Drop Inlet Frame and Grate Assembly For Reset Each 1

31 110.7710 Remove Manhole Frame and Lid For Reset Each 1

32 110.8100 Saw Existing Asphalt Ft 3,502

33 110.8110 Saw Existing PCC Pavement Ft 88

GRADING

34 120.0010 Unclassified Excavation CuYd 2,210

35 120.0100 Unclassified Excavation, Digouts CuYd 160

36 120.0150 Unclassified Excavation, Grade Stabilization CuYd 370

37 120.0480 Scarify and Recompact Subgrade SqYd 5,310

38 250.0020 Incidental Work, Grading LS 1

39 831.0050 Geotextile Fabric For Subgrade Stabilization SqYd 2,126

WATER

40 110.1970 Remove Water Main Ft 273

41 900.0200 4" C900 DR 18 PVC Water Main Ft 5

42 900.0202 8" C900 DR 18 PVC Water Main Ft 40

43 900.0203 10" C900 DR 18 PVC Water Main Ft 6

44 900.0204 12" C900 DR 18 PVC Water Main Ft 130

45 900.0205 16" C900 DR 18 PVC Water Main Ft 148

46 900.0401 4" MJ Gate Valve with Box Each 1

47 900.0403 8" MJ Gate Valve with Box Each 1

48 900.0404 10" MJ Gate Valve with Box Each 1

49 900.0405 12" MJ Gate Valve with Box Each 1

50 SPECIAL 16" MJ Gate Valve with Box Each 1

51 900.0450 Valve Box Adjustment Each 6

52 900.0502 8" MJ Elbow 11.25/22.5/45 Degree Each 6

53 900.0504 12" MJ Elbow 11.25/22.5/45 Degree Each 8

54 900.0505 16" MJ Elbow 11.25/22.5/45 Degree Each 7

55 900.0604 12" MJ Elbow 90 Degree Each 1

56 900.0605 16" MJ Elbow 90 Degree Each 1

57 900.0710 12" x 12" MJ Tee Each 1

58 900.0711 12" x 10" MJ Tee Each 1

59 900.0712 12" x 8" MJ Tee Each 1

60 900.0714 12" x 4" MJ Tee Each 1

61 900.1200 4" MJ Long Sleeve Each 1

62 900.1202 8" MJ Long Sleeve Each 2

63 900.1203 10" MJ Long Sleeve Each 1

64 900.1204 12" MJ Long Sleeve Each 4

65 900.1205 16" MJ Long Sleeve Each 1

66 900.1400 4" M.J. Retainer Gland Each 5

67 900.1402 8" M.J. Retainer Gland Each 19

68 900.1403 10" M.J. Retainer Gland Each 5

69 900.1404 12" M.J. Retainer Gland Each 37

70 900.1405 16" M.J. Retainer Gland Each 20

71 900.1507 Temporary Fire Hydrant Each 1

72 900.1702 8" Water Main Adjustment Each 1

73 900.1704 12" Water Main Adjustment Each 2

74 900.1705 16" Water Main Adjustment Each 1

75 900.1751 Cut and Tie To Existing Water Main Each 12

76 900.8000 4" Water Main Bedding Material Ft 5

77 900.8002 8" Water Main Bedding Material Ft 40

78 900.8003 10" Water Main Bedding Material Ft 6

79 900.8004 12" Water Main Bedding Material Ft 130

80 900.8005 16" Water Main Bedding Material Ft 148

81 SPECIAL 16" Steel Casing Pipe For Watermain Ft 20

82 SPECIAL 20" Steel Casing Pipe For Watermain Ft 40

83 SPECIAL 24" Steel Casing Pipe For Watermain Ft 20

SANITARY SEWER

84 110.0520 Remove Sewer Pipe Ft 99

85 110.0525 Abandon Sanitary Sewer Pipe Ft 436

86 110.0465 Abandon Sanitary Sewer Manhole Each 1

87 110.1461 Remove Sanitary Sewer Manhole Each 2

88 260.7010 Trench Stabilization Material Ton 370

89 260.7020 Select Fill Ton 1,020

90 SPECIAL 4" Sanitary Sewer Forcemain Pipe Ft 29

91 SPECIAL 6" Sanitary Sewer Pipe 6' to 8' Deep Ft 4

92 950.0100 8" Sanitary Sewer Pipe 0' to 6' Deep Ft 511

93 950.0101 8" Sanitary Sewer Pipe 6' to 8' Deep Ft 589

94 950.0203 10" Sanitary Sewer Pipe 10' to 12' Deep Ft 43

95 950.0402 15" Sanitary Sewer Pipe 8' to 10' Ft 849

96 950.0403 15" Sanitary Sewer Pipe 10' to 12' Deep Ft 71

97 SPECIAL 4" Sanitary Sewer Forcemain Pipe Bedding Material Ft 29

98 SPECIAL 6" Sanitary Sewer Pipe Bedding Material Ft 4

99 950.2000 8" Sanitary Sewer Pipe Bedding Material Ft 1,100

100 950.2001 10" Sanitary Sewer Pipe Bedding Material Ft 43

101 950.2003 15" Sanitary Sewer Pipe Bedding Material Ft 920

102 950.3012 15"X 6" Sewer Wye/Tap Each 2

103 950.3101 6" Sewer Couplings Each 1

104 950.3102 8" Sewer Couplings Each 1

105 950.3103 10" Sewer Couplings Each 2

106 900.0500 4" MJ Elbow 11.25/22.5/45 Degree Each 1

107 900.1400 4" M.J. Retainer Gland Each 2

108 950.3201 6" Sewer Caps/Plugs Each 2

109 950.3202 8" Sewer Caps/Plugs Each 3

110 950.3203 10" Sewer Caps/Plugs Each 1

111 950.4000 48" Manhole 0'-6' Deep Each 1

112 950.4001 48" Manhole 6'-8' Deep Each 3

113 950.4002 48" Manhole 8'-10' Deep Each 2

114 950.4003 48" Manhole 10'-12' Deep Each 1

115 950.4100 48" Lined Manhole 0'-6' Deep Each 1

116 950.4800 4" Boots For Manhole Each 1

117 950.4801 6" Boots For Manhole Each 1

118 950.4802 8" Boots For Manhole Each 11

119 950.4803 10" Boots For Manhole Each 2

120 950.4805 15" Boots For Manhole Each 6

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121 950.4951 6" Sanitary Sewer Service Ft 78

122 950.5000 Adjust Manhole Each 8

123 950.5100 Connection Into Existing Manhole Each 1

124 950.5120 Manhole Bench and Invert Reconstruct Each 1

125 950.5200 Trench Dewatering LS 1

126 950.5250 Sanitary Sewer Temporary Bypass LS 1

127 950.5300 Manhole Frame and Cover Each 7

128 950.5310 Manhole Frame with Bolt Down Cover Plate Each 1

129 950.5402 Manhole Marker-Type 2 Each 1

130 950.5500 Sanitary Sewer Pipe Insulation Ft 565

131 950.5600 Manhole Exfiltration\Vacuum Test Each 8

132 950.5620 PVC Sewer Pipe Deflection Test Ft 2,063

133 950.5700 Locating Utility Each 4

134 950.5710 Verify Utility Each 37

135 950.5750 Sanitary Sewer Force Main Tracer Wire Ft 29

136 SPECIAL Contractor Furnished Utility Locate for Airbase LS 1

137 SPECIAL 16" Steel Casing Pipe For Sanitary Sewer Ft 40

STORM SEWER

138 110.0400 Remove Drop Inlet Each 2

139 110.0425 Remove Junction Box Each 2

140 110.0530 Remove Storm Sewer Pipe Ft 175

141 450.0105 12" RCP Class 5, Furnish Ft 71

142 450.0110 12" RCP, Install Ft 71

143 450.0123 18" RCP Class 3, Furnish Ft 24

144 450.0130 18" RCP, Install Ft 24

145 450.0143 24" RCP Class 3, Furnish Ft 64

146 450.0150 24" RCP, Install Ft 64

147 462.0100 Class M6 Concrete CuYd 16

148 480.0100 Reinforcing Steel Lb 1,373

149 670.1100 Type Y Manhole Frame and Lid Each 2

150 670.1400 Frame and Cover-Type 1 Junction Box Each 1

151 670.1500 Frame and Cover-Type 2 Junction Box Each 3

152 670.6000 Adjust Drop Inlet Each 1

153 671.0100 Adjust Junction Box Each 2

154 SPECIAL Connect to Existing Storm Sewer Pipe Each 11

SURFACING

155 120.6200 Water For Granular Material MGal 56

156 260.1010 Aggregate Base Course Ton 4,438

157 260.0010 Subbase Ton 370

158 260.3010 Gravel Surfacing Ton 26

159 SPECIAL Temporary Surfacing Ton 600

160 320.1210 Asphalt Concrete Composite, PG58-28 Ton 1,745

161 320.1250 Asphalt Concrete For Patching Ton 14

162 380.3520 6" PCC Approach Pavement SqYd 9

163 380.4010 6" PCC Fillet Section SqYd 48

164 650.7000 Concrete Curb & Gutter Type SF66 Ft 460

165 650.8000 Concrete Valley Gutter 6" Thick SqYd 60

166 670.6010 S.F. Type Storm Sewer Inlet Apron Repair SqYd 2

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SECTION F - TABLE OF TRAFFIC CONTROL AND SIGNAGE

Item UNITS TOTAL

QUANTITY F-5 F-6

Traffic Control SqFt 267 69 198

Type 3 Barricade, 6' Double Sided Each 6 3 3

Type 3 Barricade, 8' Double Sided Each 30 9 21

SECTION I - TABLE OF WATERMAIN QUANTITIES

ITEM UNITS TOTAL

QUANTITY I-1 I-2 I-3 I-4 I-5 I-6

Remove Water Main Ft 273 0 101 92 0 50 30

4" C900 DR 18 PVC Water Main Ft 5 0 5 0 0 0 0

8" C900 DR 18 PVC Water Main Ft 40 0 0 0 0 10 30

10" C900 DR 18 PVC Water Main Ft 6 0 6 0 0 0 0

12" C900 DR 18 PVC Water Main Ft 130 0 90 0 0 40 0

16" C900 DR 18 PVC Water Main Ft 148 0 0 148 0 0 0

4" MJ Gate Valve with Box Each 1 0 1 0 0 0 0

8" MJ Gate Valve with Box Each 1 0 0 0 0 1 0

10" MJ Gate Valve with Box Each 1 0 1 0 0 0 0

12" MJ Gate Valve with Box Each 1 0 1 0 0 0 0

16" MJ Gate Valve with Box Each 1 0 0 1 0 0 0

Valve Box Adjustment Each 6 0 4 1 0 1 0

8" MJ Elbow 11.25/22.5/45 Degree Each 6 0 0 0 0 2 4

12" MJ Elbow 11.25/22.5/45 Degree Each 8 0 4 0 0 4 0

16" MJ Elbow 11.25/22.5/45 Degree Each 7 0 0 7 0 0 0

12" MJ Elbow 90 Degree Each 1 0 1 0 0 0 0

16" MJ Elbow 90 Degree Each 1 0 0 1 0 0 0

12" x 12" MJ Tee Each 1 0 1 0 0 0 0

12" x 10" MJ Tee Each 1 0 1 0 0 0 0

12" x 8" MJ Tee Each 1 0 0 0 0 1 0

12" x 4" MJ Tee Each 1 0 1 0 0 0 0

4" MJ Long Sleeve Each 1 0 1 0 0 0 0

8" MJ Long Sleeve Each 2 0 0 0 0 1 1

10" MJ Long Sleeve Each 1 0 1 0 0 0 0

12" MJ Long Sleeve Each 4 0 3 0 0 1 0

16" MJ Long Sleeve Each 1 0 0 1 0 0 0

4" M.J. Retainer Gland Each 5 0 5 0 0 0 0

8" M.J. Retainer Gland Each 19 0 0 0 0 9 10

10" M.J. Retainer Gland Each 5 0 5 0 0 0 0

12" M.J. Retainer Gland Each 37 0 25 0 0 12 0

16" M.J. Retainer Gland Each 20 0 0 20 0 0 0

Temporary Fire Hydrant Each 1 0 0 1 0 0 0

8" Water Main Adjustment Each 1 0 0 0 0 0 1

12" Water Main Adjustment Each 2 0 1 0 0 1 0

16" Water Main Adjustment Each 1 0 0 1 0 0 0

Cut and Tie To Existing Water Main Each 12 0 5 2 0 3 2

4" Water Main Bedding Material Ft 5 0 5 0 0 0 0

8" Water Main Bedding Material Ft 40 0 0 0 0 10 30

10" Water Main Bedding Material Ft 6 0 6 0 0 0 0

12" Water Main Bedding Material Ft 130 0 90 0 0 40 0

16" Water Main Bedding Material Ft 148 0 0 148 0 0 0

16" Steel Casing Pipe For Watermain Ft 20 0 0 0 0 0 20

20" Steel Casing Pipe For Watermain Ft 40 0 20 0 0 20 0

24" Steel Casing Pipe For Watermain Ft 20 0 0 20 0 0 0

SECTION G - TABLE OF EROSION QUANTITY

ITEM UNITS TOTAL

QUANTITY G-7 G-8 G-9 G-10

Placing Contractor Furnished Topsoil CuYd 394 186 150 4 54

Arterial and Collector Seed Mix Lb 107 61 26 2 18

Fertilizing Lb 117 67 29 2 19

SDANG Seed Mix Lb 14 0 14 0 0

SDANG Fertilizing Lb 99 0 99 0 0

Weed Control SqYd 2049 970 781 20 278

Fiber Mulching Ton 0.7 0.3 0.2 0.1 0.1

Type B Inlet Protection Each 1 0 1 0 0

Corrugated Pipe and Fabric Inlet Protection - Overflow Each 12 5 7 0 0

Sweeping Hour 12 4 4 2 2

Temporary Vehicle Tracking Control Each 3 1 1 1 0

Concrete Washout Area Each 1 0 0 1 0

Temporary Manhole Construction Frame and Cover Each 19 8 8 1 2

Install Airbase Security Fence Ft 30 0 30 0 0

Water For Vegetation MGal 125 59 47 2 17

SECTION I - TABLE OF SANITARY SEWER QUANTITIES

ITEM UNITS TOTAL

QUANTITY I-1 I-2 I-3 I-4 I-5 I-6

Remove Sewer Pipe Ft 99 0 25 17 14 43 0

Abandon Sanitary Sewer Pipe Ft 436 0 436 0 0 0 0

Abandon Sanitary Sewer Manhole Each 1 0 1 0 0 0 0

Remove Sanitary Sewer Manhole Each 2 0 1 1 0 0 0

Trench Stabilization Material Ton 370 0 90 90 70 80 40

Select Fill Ton 1020 0 240 260 190 220 110

4" Sanitary Sewer Forcemain Pipe Ft 29 0 29 0 0 0 0

6" Sanitary Sewer Pipe 6' to 8' Deep Ft 4 0 0 4 0 0 0

8" Sanitary Sewer Pipe 0' to 6' Deep Ft 511 0 402 0 0 0 109

8" Sanitary Sewer Pipe 6' to 8' Deep Ft 589 0 33 425 6 0 125

10" Sanitary Sewer Pipe 10' to 12' Deep Ft 43 0 0 0 0 43 0

15" Sanitary Sewer Pipe 8' to 10' Ft 849 0 0 37 450 362 0

15" Sanitary Sewer Pipe 10' to 12' Deep Ft 71 0 0 0 0 71 0

4" Sanitary Sewer Forcemain Pipe Bedding Material Ft 29 0 29 0 0 0 0

6" Sanitary Sewer Pipe Bedding Material Ft 4 0 0 4 0 0 0

8" Sanitary Sewer Pipe Bedding Material Ft 1100 0 435 425 6 0 234

10" Sanitary Sewer Pipe Bedding Material Ft 43 0 0 0 0 43 0

15" Sanitary Sewer Pipe Bedding Material Ft 920 0 0 37 450 433 0

15"X 6" Sewer Wye/Tap Each 2 0 0 1 1 0 0

6" Sewer Couplings Each 1 0 0 1 0 0 0

8" Sewer Couplings Each 1 0 0 0 1 0 0

10" Sewer Couplings Each 2 0 0 0 0 2 0

4" MJ Elbow 11.25/22.5/45 Degree Each 1 0 1 0 0 0 0

4" M.J. Retainer Gland Each 2 0 2 0 0 0 0

6" Sewer Caps/Plugs Each 2 0 0 1 1 0 0

8" Sewer Caps/Plugs Each 3 0 1 0 1 0 1

10" Sewer Caps/Plugs Each 1 0 1 0 0 0 0

48" Manhole 0'-6' Deep Each 1 0 0 0 0 0 1

48" Manhole 6'-8' Deep Each 3 0 0 3 0 0 0

48" Manhole 8'-10' Deep Each 2 0 0 0 2 0 0

48" Manhole 10'-12' Deep Each 1 0 0 0 0 1 0

48" Lined Manhole 0'-6' Deep Each 1 0 1 0 0 0 0

4" Boots For Manhole Each 1 0 1 0 0 0 0

6" Boots For Manhole Each 1 0 0 1 0 0 0

8" Boots For Manhole Each 11 0 2 5 1 0 3

10" Boots For Manhole Each 2 0 0 0 0 2 0

15" Boots For Manhole Each 6 0 0 1 4 1 0

6" Sanitary Sewer Service Ft 78 0 0 39 39 0 0

Adjust Manhole Each 8 0 0 3 2 1 2

Connection Into Existing Manhole Each 1 0 0 0 0 0 1

Manhole Bench and Invert Reconstruct Each 1 0 0 0 0 0 1

Trench Dewatering LS 1 0 0 0 0 0 0

Sanitary Sewer Temporary Bypass LS 1 0 0 0 0 0 0

Manhole Frame and Cover Each 7 0 0 3 2 1 1

Manhole Frame with Bolt Down Cover Plate Each 1 0 1 0 0 0 0

Manhole Marker-Type 2 Each 1 0 1 0 0 0 0

Sanitary Sewer Pipe Insulation Ft 565 0 464 0 0 0 101

Manhole Exfiltration\Vacuum Test Each 8 0 1 3 2 1 1

PVC Sewer Pipe Deflection Test Ft 2063 0 435 462 456 476 234

Locating Utility Each 4 0 1 1 0 1 1

Verify Utility Each 37 4 7 13 4 4 5

Sanitary Sewer Force Main Tracer Wire Ft 29 0 29 0 0 0 0

Contractor Furnished Utility Locate for Airbase LS 1 0 0 0 0 0 0

16" Steel Casing Pipe For Sanitary Sewer Ft 40 0 0 20 0 0 20

SECTION I - TABLE OF STORM DRAINAGE QUANTITIES

ITEM UNITS TOTAL

QUANTITY I-1 I-2 I-3 I-4 I-5 I-6

Remove Drop Inlet Each 2 1 1 0 0 0 0

Remove Junction Box Each 2 1 1 0 0 0 0

Remove Storm Sewer Pipe Ft 175 78 97 0 0 0 0

Frame and Cover-Type 1 Junction Box Each 1 1 0 0 0 0 0

Frame and Cover-Type 2 Junction Box Each 3 1 2 0 0 0 0

12" RCP Class 5, Furnish Ft 71 22 49 0 0 0 0

12" RCP, Install Ft 71 22 49 0 0 0 0

18" RCP Class 3, Furnish Ft 24 24 0 0 0 0 0

18" RCP, Install Ft 24 24 0 0 0 0 0

24" RCP Class 3, Furnish Ft 64 8 56 0 0 0 0

24" RCP, Install Ft 64 8 56 0 0 0 0

Class M6 Concrete CuYd 16 6 10 0 0 0 0

Reinforcing Steel Lb 1373 544 829 0 0 0 0

Adjust Drop Inlet Each 1 0 0 1 0 0 0

Type Y Manhole Frame and Lid Each 2 1 1 0 0 0 0

Adjust Junction Box Each 2 1 0 1 0 0 0

Connect to Existing Storm Sewer Pipe Each 11 4 7 0 0 0 0

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SECTION H - TABLE OF REMOVALS & DEMOLITION

ITEM UNITS TOTAL

QUANTITY H-1 H-2 H-3 H-4

Clear and Grub Tree Each 1 1 0 0 0

Remove Concrete Curb and Gutter Ft 472 41 362 29 40

Remove Asphalt Concrete Pavement SqYd 5019 811 2754 962 492

Remove Concrete Pavement SqYd 106 73 33 0 0

Remove Airbase Security Fence Ft 30 0 30 0 0

Remove Drop Inlet Frame and Grate Assembly For Reset Each 1 0 1 0 0

Remove Manhole Frame and Lid For Reset Each 1 0 1 0 0

Saw Existing Asphalt Ft 3502 536 1679 847 440

Saw Existing PCC Pavement Ft 88 10 60 8 10

SANITARY MANHOLE TABLE

MANHOLE NUMBER

12AJ006

12AJ005A

12AJ005

12AJ004

12AJ003

12AJ002

12AJ001

12BA011A

ALIGNMENT

M Ave CL Alignment

Blackhawk CL Alignment

K Ave CL Alignment

Areas 1-2-3 Sewer Service Alignment

STATION

15+10

30+86

32+70

35+13

37+79

40+00

54+09

72+24

OFFSET

26.0' RT

2.1' LT

4.8' LT

4.3' LT

3.8' LT

0.0' T

DEPTH

4.15

7.66

6.94

8.00

8.58

8.76

10.27

5.41

INLET SCHEDULE

INLET # Sheet ALIGNMENT STATION OFFSET TYPE SIZE DEPTH (FT)

CLASS M6

CONCRETE

(CUYD)

REINFORCEMENT

STEEL (LB)

TYPE B

FRAME

AND

GRATE

TYPE Y

MANHOLE

FRAME AND

LID

045AB0004B I-1 M Ave CL 11+02 29.3' RT SF 6'X3' 4.82 2.70 373.5 1

045AB0002 I-2 M Ave CL 17+53 28.6' RT SF 6'X3' 2.2 1.8 280.4 1

TOTAL 4.50 653.9 0 2

JUNCTION BOX SCHEDULE

JUNCTION

BOX Sheet ALIGNMENT STATION OFFSET TYPE SIZE DEPTH

CLASS M6

CONCRETE

(CUYD)

REINFORCEMENT

STEEL (LB)

MANHOLE

FRAME AND

COVER

045AB0004 I-1 M Ave CL 10+74 28.5' RT 1 4'X4' 4.18 2.6 170.39 1

045AB0004A I-1 M Ave CL 10+75 14.5' LT 2 4'X4' 3.42 2.4 164.41 1

045AB0003 I-2 M Ave CL 14+87 15' LT 2 4'X4' 4.42 2.8 187.41 1

045AB0001 I-2 M Ave CL 17+53 16' LT 2 4'X4' 4.82 3 196.61 1

TOTAL 10.8 718.82 4

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SECTION J - TABLE OF SURFACING QUANTITIES

ITEM UNITS TOTAL

QUANTITY J-1 J-2 J-3 J-4 J-5 J-6

Unclassified Excavation CuYd 2210 290 360 520 530 330 180

Scarify and Recompact Subgrade SqYd 5310 900 2928 974 508 0 0

Water For Granular Material MGal 56 4 7 15 14 10 6

Aggregate Base Course Ton 4438 313 553 1183 1093 803 493

Gravel Surfacing Ton 26 6 0 1 12 7 0

Asphalt Concrete Composite, PG58-28 Ton 1745 90 186 489 471 336 173

Asphalt Concrete For Patching Ton 14 0 8 0 5 1 0

6" PCC Approach Pavement SqYd 9 0 0 5 4 0 0

6" PCC Fillet Section SqYd 48 12 28 8 0 0 0

Concrete Curb & Gutter Type SF66 Ft 460 22 10 260 99 29 40

S.F. Type Storm Sewer Inlet Apron Repair SqYd 2 0 0 0 2 0 0

Concrete Valley Gutter 6" Thick SqYd 60 0 44 16 0 0 0

URBAN PARTIAL STREET REPLACEMENT

10' TYP

VARIES VARIES

10' TYP

BOULEVARD

VARIES

BOULEVARD

VARIES

ROW ROWLC

LOCATION OF PROPOSED

PROFILE SHOWN ON PLANS

12" BASE COURSE

6" ASPHALT CONCRETE,

TOP LIFT: 2" WEARING COURSE

CLASS G TYPE 2, PG 58-28

MIDDLE LIFT: 2" WEARING COURSE

CLASS G TYPE 1, PG 58-28

BOTTOM LIFT: 2" NON-WEARING COURSE

CLASS G TYPE 1, PG 58-28

(TYPICAL ASPHALT SECTION)

2.5' 1'2.5'1'

GEOTEXTILE FABRIC (UNSTABLE SUBGRADE)

12" SCARIFY & RECOMPACT

VARIES VARIES

URBAN FULL STREET REPLACEMENT

10' TYP

VARIES VARIES

10' TYP

BOULEVARD

VARIES

BOULEVARD

VARIES

ROW ROW

12" BASE COURSE

(BENEATH CURB AND GUTTER)

CONCRETE CURB & GUTTER

8" ASPHALT LIP AT EDGE

OF GUTTER (SEE INSET 1)

LOCATION OF PROPOSED

PROFILE SHOWN ON PLANS

CONCRETE CURB & GUTTER

8" ASPHALT LIP AT EDGE

OF GUTTER (SEE INSET 1)

12" BASE COURSE

(BENEATH CURB AND GUTTER)

6" TOPSOIL; SALVAGE 3" DEPTH

OF TOPSOIL FOR REUSE

6" TOPSOIL; SALVAGE 3" DEPTH

OF TOPSOIL FOR REUSE

6" ASPHALT CONCRETE,

TOP LIFT: 2" WEARING COURSE

CLASS G TYPE 2, PG 58-28

MIDDLE LIFT: 2" WEARING COURSE

CLASS G TYPE 1, PG 58-28

BOTTOM LIFT: 2" NON-WEARING COURSE

CLASS G TYPE 1, PG 58-28

(TYPICAL ASPHALT SECTION)

2.5' 1'2.5'1'

GEOTEXTILE FABRIC (UNSTABLE SUBGRADE)

12" SCARIFY & RECOMPACT

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SHEET NO.

GENERAL NOTES

PROJECT SCOPE

This project consists of a partial street reconstruction of N K Ave between W Cherokee St and W Blackhawk St, W Blackhawk St between N K Ave and N M Ave, and N M Ave between W Blackhawk St and W Cherokee St. Work will include relocation of existing sanitary sewer main, storm sewer improvements, asphalt pavement replacement, curb and gutter repairs, and landscaping.

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

The 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 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 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

The Contractor shall obtain a noise permit from the City of Sioux Falls Health Department (Dominic Miller 605-367-8768) if working between 10:30 PM and 6:00 AM. The Contractor shall submit a request in writing to the Engineer and City Project Manager for approval 24 hours in advance of obtaining a noise permit from the Health Department when nighttime work is contemplated.

If a noise permit is approved by the City, the Contractor shall make every effort to minimize the impact of working at night near residential buildings. This could include, but is not limited to, completing a concrete pour early enough so sawing can be completed by a reasonable hour, or completing a concrete pour late enough so sawing does not have to occur until the morning.

When work has to occur between 10:30 pm and 6:00 am, the Contractor is responsible for notifying all residents that will be adversely impacted by the noise generated from construction activities at least 24 hours in advance. This notice shall, at a minimum, include the following information: expected activity occurring, why the activity has to occur overnight, expected start time, expected end time, and expected duration (i.e., one night only, several nights in a row, etc.). This notice can take the form of a door hanger, postcard, etc., and shall be either hand delivered or placed in a location that residents will see, such as the front door. For multi-unit housing complexes, the notices can be placed in a conspicuous location where residents will see them when entering and/or exiting the complex, such as on main entrance doors, near the mailboxes, etc. The notice must be approved by the Engineer prior to delivery. All costs for preparing and delivering these notices shall be incidental to the contract.

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

Watermain bedding gradation

Sanitary sewer bedding gradation

Storm sewer bedding gradation

Construction schedule

South Dakota State sewer and water plumbing contractor’s license

Documentation for licensed arborist

Dewatering plan for groundwater

DANR Contractor Certification Form (SD Form – 2110LD)

Sanitary sewer temporary bypass plan

Asphalt concrete certification of compliance

Performance graded asphalt binder certification of compliance

Asphalt concrete paving plan

Aggregate base course gradation

Subbase gradation

Geotextile fabric certificate of compliance

Non-reinforced portland cement concrete pavement mix design

Concrete curing compound

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

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.

https://www.siouxfalls.gov/business-permits/development-projects/construction-management-and-design/specs-policies-manuals https://www.siouxfalls.gov/business-permits/development-projects/construction-management-and-design/specs-policies-manuals https://dot.sd.gov/

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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.

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 Andrew Wixon 125 S Dakota Ave Sioux Falls, SD 57104

(605) 681-2049

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

(605) 941-1163

Xcel Energy Mike Ronfeldt 500 W Russell St Sioux Falls, SD 57104

(605) 339-8358

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

(605) 367-3547

MidAmerican Energy Nicolle Rasmusson 1200 S Blauvelt Ln Sioux Falls, SD 57108

(605) 373-6081

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

(605) 373-6979

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.

No improvements by private utility companies are understood to coincide with project construction.

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.

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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. 37 verifications are estimated for this project.

The Contractor shall verify the depths of the following utilities:

WATER MAIN STA 10+76 RT

COMMUNICATION STA 10+76 RT

WATER MAIN STA 15+10 RT

COMMUNICATION STA 15+10 RT

COMMUNICATION STA 17+53 RT

COMMUNICATION STA 19+30 RT

POWER STA 30+85 LT

COMMUNICATION STA 31+27 LT

COMMUNICATION STA 31+28 LT

COMMUNICATION STA 31+65 LT

COMMUNICATION STA 31+85 LT

COMMUNCIATION STA 31+86 LT

WATER MAIN STA 32+00 LT

POWER STA 32+15 LT

POWER STA 32+20 LT

STORM SEWER STA 32+25 LT

COMMUNICATION STA 32+50 LT

COMMUNICATION STA 32+80 LT

WATER MAIN STA 35+20 RT

STORM SEWER STA 36+10 LT

STORM SEWER STA 36+20 LT

WATER MAIN STA 36+64 RT

STORM SEWER STA 39+60 LT

POWER STA 54+10 LT

WATER MAIN STA 54+10 LT

WATER MAIN STA 54+58 CL

GAS STA 58+25 CL

COMMUNICATION STA 71+85 CL

COMMUNICATION STA 71+90 CL

WATER MAIN STA 72+07 CL

STORM SEWER STA 72+40 CL

POWER STA 72+47 CL

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

Contractor shall hire a utility locating company with approved security access cleanance to access the Airbase property. One-Call services will not complete locates of utilities within the Airbase property. Payment for this shall be made at the contract unit price per Lump Sum for “Contractor Furnished Utility Locate for Airbase” and shall be full compensation for all utility locating services.

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.

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File details come from the government source that posted it. Updated Mar 13, 2026.