2026-04-07_2nd_Ave_S_Sanitary_Sewer_Replacement-_Signed.pdf

2N D

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CITY OF MINNEAPOLIS

DEPARTMENT OF PUBLIC WORKS

PROJECT NAME: 2ND AVE SOUTH SANITARY PIPE REPLACEMENT

LOCATION: 2ND AVENUE SOUTH BETWEEN GRANT STREET AND SOUTH 12TH STREET

CITY OF MINNEAPOLIS

PROJECT AREA

LEGEND

CENTERLINE

EROSION CONTROL LOCATOR

HEDGE

SHRUB

SOD

TREE, CONIFEROUS

TREE, DECIDUOUS

PROPERTY LINE

BUILDING

FENCE, WIRE

FENCE, WOOD

WALL, RETAINING

UNIDENTIFIED MANHOLE

SURVEY CONTROL MONUMENT

RAILROAD TRACK

CURB & GUTTER (EXISTING)

CURB & GUTTER (PROPOSED)

CURB & GUTTER (REMOVE)

DRIVEWAY, RESIDENTIAL (6 IN. CONCRETE)

DRIVEWAY, COMMERCIAL (8 IN. CONCRETE)

REMOVE PAVEMENT (BITUMINOUS)

REMOVE PAVEMENT (CONCRETE)

SIDEWALK (3.5 IN. CONCRETE)

SIDEWALK (6 IN. CONCRETE)

SOIL BORING

CABLE TV CONDUIT

FIBER OPTIC CONDUIT

TELEPHONE CONDUIT

COMMUNICATION MANHOLE

GAS PIPE

GAS MANHOLE

GAS VALVE

POWER CONDUIT

POWER MANHOLE

POWER POLE

SANITARY SEWER LAMPHOLE

SANITARY SEWER PIPE (EXISTING)

SANITARY SEWER PIPE (REMOVE)

SANITARY SEWER CONNECTION

STEAM PIPE

STORM SEWER CATCH BASIN (EXISTING)

STORM SEWER CATCH BASIN (PROPOSED)

STORM SEWER CATCH BASIN RUN (EXISTING)

STORM SEWER CATCH BASIN RUN (PROPOSED)

STORM SEWER GRIT CHAMBER

STORM SEWER PIPE (EXISTING)

STORM SEWER PIPE (PROPOSED)

STORM SEWER MANHOLE (EXISTING)

STORM SEWER MANHOLE (PROPOSED)

STORM SEWER MANHOLE, BLIND (EXISTING)

STORM SEWER MANHOLE, BLIND (PROPOSED)

STORM SEWER LIFT STATION

TRAFFIC CONDUIT (EXISTING)

TRAFFIC CONDUIT (PROPOSED)

TRAFFIC HANDHOLE, MPLS

TRAFFIC LOOP DETECTOR

TRAFFIC PARKING METER

TRAFFIC SIGN

TRAFFIC SIGNAL PEDESTAL

TRAFFIC STREETLIGHT

WATER HYDRANT (EXISTING)

WATER HYDRANT (PROPOSED)

WATER PIPE

WATER MANHOLE (EXISTING)

WATER MANHOLE (PROPOSED)

WATER MANHOLE VALVE (EXISTING)

WATER MANHOLE VALVE (PROPOSED)

WATER STOP BOX

STATE: MINNESOTA

COUNTY: HENNEPIN

DIVISION: METRO

CITY: MINNEAPOLIS

HORIZONTAL DATA

HENNEPIN COUNTY COORDINATE SYSTEM DATUM: NAD83, 1986

ADJUSTMENT (NON HARN) UNITS: US SURVEY FEET

VERTICAL DATA

DATUM: NGVD29

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SPECIFICATIONS

DATE

DATE

DATE

DATE

DATE

DATE

APPROVED: MINNEAPOLIS CITY ENGINEER OR DEPUTY CITY ENGINEER

APPROVED: DIRECTOR, TRAFFIC & PARKING SERVICES

APPROVED: DIRECTOR, TRANSPORTATION MAINTENANCE & REPAIR

APPROVED: DIRECTOR, SURFACE WATER & SEWERS

APPROVED: DIRECTOR, WATER TREATMENT & DISTRIBUTION

APPROVED: DIRECTOR, TRANSPORTATION ENGINEERING & DESIGN

DATEAPPROVED: DIRECTOR, TRANSPORTATION PLANNING & PROGRAMMING

THE 2025 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION

"STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND "MATERIALS LAB

SUPPLEMENTAL SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN.

ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MN

MUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE

LAYOUTS.

SANITARY SEWER MANHOLE (EXISTING)

SANITARY SEWER MANHOLE (PROPOSED)

SA

SA

SANITARY SEWER PIPE (PROPOSED)

SANITARY SEWER CONNECTION ABANDONED

THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY

LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO GUIDELINES

OF CI/ASCE 38-02 ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION

AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."

THE EXACT LOCATION OF UNDERGROUND UTILITIES SHOWN IN THIS PLAN

SET ARE UNKNOWN. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE

CALL PRIOR TO STARTING ANY EXCAVATION.

GOPHER STATE ONE CALL SYSTEM...........................................1-800-252-1166

SCALES

INDEX MAP PLANS

PROFILETRAFFIC CONTROL

200'

200'

40'

VERTICAL 8'

HORIZONTAL 40'

DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DRW:

CHK:

APP:DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

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DATE:

DATE:

NO. DATE DRW APPCKD REVISION

OF

4/ 7/

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2ND AVE S SANITARY SEWER

REPLACEMENT

TITLE SHEET

C.S.A. 00126007D 11

DMZ 04/07/26

BDW 04/07/26

DMZ 04/07/26DOUGLAS C MCCUNE-ZIERATH

62174 04/07/2026

1 04/07/26 DMZ BDW DMZ ISSUED FOR BID

INDEX

SHEET NO. DESCRIPTION

01 TITLE SHEET

02 AGENCY CONTACTS GENERAL NOTES

03 ESTIMATED QUANTITIES & HORIZONTAL ALIGNMENT

04 STANDARD PLATES

05 GEOTECHNICAL PLAN AND PROFILE

06 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN

07 TRAFFIC CONTROL

08 EXISTING UTILITY PLAN AND PROFILE

09 REMOVAL UTILITY PLAN AND PROFILE

10 PROPOSED UTILITY PLAN AND PROFILE

11 SITE RESTORATION

HORIZONTAL SCALE IN FEET

100 200

DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DRW:

CHK:

APP:DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

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DATE:

DATE:

DATE:

NO. DATE DRW APPCKD REVISION

OF

4/ 7/

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2ND AVE S SANITARY SEWER

REPLACEMENT

AGENCY CONTACTS GENERAL NOTES

C.S.A. 00126007D 11

DMZ 04/07/26

BDW 04/07/26

DMZ 04/07/26DOUGLAS C MCCUNE-ZIERATH

62174 04/07/2026

1 04/07/26 DMZ BDW DMZ ISSUED FOR BID

PROJECT MANAGER DESIGN ENGINEER UTILITIES - COMM/GAS/POWER

CONSTRUCTION ENGINEER STREET CONSTRUCTION

CONSTRUCTION INSPECTION SEWER DESIGN

SEWER CONSTRUCTION WATER DESIGN/CONSTRUCT MPLS CONVENTION CENTER

TRAFFIC DESIGN/CONSTRUCT UTILITIES - WATER & SEWER

GENERAL NOTES

1. ALL WORK PERFORMED AND ALL MATERIALS FURNISHED SHALL

BE IN CONFORMANCE WITH THE LINES, GRADES, CROSS SECTIONS,

DIMENSIONS AND MATERIAL REQUIREMENTS, INCLUDING

TOLERANCE, SHOWN IN THE PLANS OR INDICATED IN THE

SPECIFICATIONS.

2. THE PLAN INDICATES THE APPROXIMATE LOCATION OF THE

KNOWN UTILITIES ON THE PROJECT.

3. IF THE CONTRACTOR DISCOVERS UTILITY PROPERTY WHOSE

EXISTENCE WAS NOT KNOWN, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER.

4. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL

UTILITY OWNERS AND TO ASCERTAIN THE LOCATION OF ALL

EXISTING UNDERGROUND UTILITIES BEFORE PERFORMING

EXCAVATION OPERATIONS. THE CONTRACTOR SHALL CONDUCT

OPERATIONS IN THE VICINITY OF EXISTING UNDERGROUND UTILITIES

IN A MANNER THAT WILL PREVENT DAMAGE TO ANY UTILITY OR

SERVICE LATERAL.

5. STATE LAW REQUIRES ANYONE EXCAVATING OR DRILLING IN

THE GROUND IN THE STATE OF MINNESOTA WITH POWER

EQUIPMENT TO CALL "GOPHER STATE ONE CALL" AT 651-454-0002

FOR UTILITY LOCATIONS AT LEAST 48 HOURS BEFORE STARTING

WORK.

6. ALL STREET DIMENSIONS ARE TO FACE OF CURB UNLESS

OTHERWISE NOTED. STRUCTURE LOCATIONS ARE TO CENTER OF

STRUCTURE. CASTING ELEVATIONS ARE GIVEN TO FLOW LINE OR

SURFACE.

7. TYPICAL DEPTHS OF PRIVATE UTILITIES AND WATER LINES:

WATER - DEPTH OF COVER: 7.5'

POWER - DEPTH OF COVER: 3.5'

TELECOMM - DEPTH OF COVER: 3'

GAS - DEPTH OF COVER: 2.5'

SIGNAL CONDUIT - DEPTH OF COVER: 2'

SAN SEWER FORCE MAIN - DEPTH OF COVER: 7.5'

ACTUAL DEPTHS MAY VARY.

8. HIGH EARLY STRENGTH CONCRETE MUST BE USED IN

LOCATIONS WHERE CURING TIME REQUIRED ON STANDARD

STRENGTH CONCRETE WOULD SERIOUSLY INTERFERE WITH

TRAFFIC OF PRIVATE BUSINESS.

9. ALL DRIVEWAY AND ALLEY APPROACHES GO TO BACK EDGE OF

SIDEWALK EXCEPT WHERE OTHERWISE NOTED ON PLAN, AND A

CONTRACTION JOINT SHALL BE PROVIDED IN THE CENTER IF

DRIVEWAY WIDTH IS 16' OR GREATER.

10. THE PITCH OF THE GUTTER AND HEIGHT OF THE CURB MAY BE

ADJUSTED AND MINOR CHANGES MADE TO MEET EXISTING

CONDITIONS AT THE DISCRETION OF THE PROJECT ENGINEER.

11. ALL PRIVATELY OWNED UTILITY MANHOLES TO BE RESET BY

OWNER. CONTRACTOR TO COORDINATE AND SCHEDULE WORK WITH

UTILITY OWNER. WATER MANHOLES WITH PRIVATE VALVES SHALL BE

RE-BUILT OR ADJUSTED ACCORDING TO PLAN PER DETAIL

WATR-3000. PROVIDE TWO WEEKS NOTICE TO PRIVATE UTILITY FOR

SCHEDULING REQUIRED ADJUSTMENTS.

12. MATCH EXISTING DRIVEWAY WIDTHS UNLESS OTHERWISE

NOTED.

13. A CONTRACTION JOINT SHALL BE CUT EVERY 10' IN THE

SURFACE OF THE CONCRETE CURB AND GUTTER. JOINTS SHALL

MATCH CONCRETE PAVEMENT JOINTS WHERE APPLICABLE.

14. PREFORMED JOINT MATERIAL SHALL CONFORM TO SPEC. 3702.

HOT POURED JOINT MATERIAL SHALL CONFORM TO SPEC. 3723.

15. EACH END OF ABANDONED SEWER RUNS MUST BE PLUGGED

WITH BRICK WORK OR CONCRETE AND FILLED WITH FLOWABLE FILL

(INCIDENTAL).

16. CONCRETE TO BE 8" THICK ON ALL ALLEY APPROACHES AND

COMMERCIAL DRIVEWAYS.

17. REMOVAL OF CATCH BASINS SHALL INCLUDE CATCH BASIN

RUNS, EXCEPT WHERE NOTED. CLAY PIPE SHALL BE SALVAGED

WHEREVER POSSIBLE.

18. MOVE STOP BOX OR ADJUST VALVE BOX SHALL BE AS

DIRECTED BY THE PROJECT ENGINEER.

19. MANHOLES REQUIRING RECONSTRUCTION OR NEW CASTING

SHALL BE SPECIFIED BY THE PROJECT ENGINEER.

20. MAINTAIN 18" VERTICAL CLEARANCE OD TO OD BETWEEN

SANITARY AND WATER MAINS. WATER MAIN SHOULD BE ABOVE

SANITARY.

21. MAINTAIN 10' OD TO OD HORIZONTAL SEPARATION BETWEEN

WATER AND SANITARY AND STORM SEWER STRUCTURES AND MAINS.

22. ALL CURB RADII AT STREET INTERSECTIONS TO BE 15' EXCEPT

WHERE OTHERWISE NOTED. ALL RADII FOR ALLEYS AND PRIVATE

DRIVES TO BE 5' EXCEPT WHERE OTHERWISE NOTED.

23. COMPACTION SHALL BE ACHIEVED BY THE "SPECIFIED DENSITY

COMPACTION METHOD" UNLESS OTHERWISE DIRECTED BY

ENGINEER.

24. SAWCUT AT NEAREST JOINT OR AS DIRECTED BY ENGINEER.

25. PROTECT EXISTING PROPERTY CORNERS AND SURVEY

MONUMENTS. CONTRACTOR SHALL BE RESPONSIBLE TO RESET IF

DISTURBED AT NO ADDITIONAL COST.

26. PROTECT AND MAINTAIN ACCESS TO EXISTING HYDRANTS AND

GATE VALVES THROUGHOUT CONSTRUCTION.

27. LINE GATE VALVES TO BE ADJUSTED PER WATR-3000 FOR

THOSE AFFECTED ON THE PROJECT.

28. DIMENSION TO SIDE STREET CONSTRUCTION LIMITS ARE

APPROXIMATE, SAWCUT TO THE NEAREST CONCRETE PANEL (AS

DIRECTED BY THE ENGINEER).

29. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING

LANDSCAPING ADJACENT TO CONSTRUCTION WHICH INCLUDES BUT

IS NOT LIMITED TO PLANTS, SHRUBS, BUSHES, DECORATIVE ROCK,

MULCH, AND RETAINING WALLS. IN THE EVENT EXISTING

LANDSCAPING WILL BE AFFECTED BY CONSTRUCTION, THE

CONTRACTOR WILL NOTIFY THE PROJECT ENGINEER IN ADVANCE OF

ANY REMOVAL. FAILURE TO DO SO WILL RESULT IN THE

CONTRACTOR BEING RESPONSIBLE FOR ANY DAMAGE AND

REPLACEMENT AT NO ADDITIONAL COST.

30. CONCRETE CONSTRUCTION HEADERS AND PERMANENT

HEADERS INCIDENTAL. INSTALL SIDE FORMS, APPROXIMATELY 10 FT

IN LENGTH TO PROVIDE PROPER EDGE ALIGNMENT AND CONFINE

THE AREA OR CONSOLIDATION. SET THE SIDE FORMS TO MATCH THE

WIDTH OF THE PAVEMENT. TIEBARS, 5 FT LONG, ARE INSERTED 2.5 FT

INTO THE FRESH CONCRETE. CONCRETE AROUND THE HEADER

JOINT IS THOROUGHLY CONSOLIDATED BY VIBRATION TO GIVE

STRONG, DENSE CONCRETE. A POINT OF WEAKNESS MAY DEVELOP

AT THE JOINT IF PROPER CONSTRUCTION PRACTICES ARE NOT

FOLLOWED. THE 'CREAM' CARRIED ALONG IN THE PAVE IS NOT

ALLOWED IN THE HEADER. TAKE CARE NOT TO DAMAGE THE

IN-PLACE PAVEMENT WHEN PAVING RESUMES.

31. THE EXISTING CONCRETE AND BITUMINOUS PAVEMENTS

REMOVED MAY BE RECYCLED IN ACCORDANCE WITH APPLICABLE

MNDOT SPECIFICATIONS. MATERIAL NOT UTILIZED ON THE PROJECT

SHALL BECOME PROPERTY OF THE CONTRACTOR AND DISPOSED OF

OUTSIDE THE RIGHT OF WAY IN ACCORDANCE WITH MNDOT

STANDARD SPECIFICATION 2104.3D.

32. THE GRADING GRADE SHALL BE DEFINED AS THE BOTTOM OF

THE AGGREGATE BASE OR SELECT GRANULAR EMBANKMENT.

33. ANY DEBRIS ENCOUNTERED DURING GRADING SHALL BE

DISPOSED OF BY THE CONTRACTOR OFF THE PROJECT RIGHT OF

WAY IN A SUITABLE DISPOSAL FACILITY AS APPROVED BY THE

ENGINEER.

34. SELECT GRANULAR EMBANKMENT SHALL MEET THE

REQUIREMENTS OF MNDOT STANDARD SPECIFICATION 2149.2B.

35. SELECT GRADING MATERIAL ON THIS PROJECT SHALL CONSIST

OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL,

DEBRIS, ORGANIC MATERIAL, AND OTHER UNSTABLE MATERIAL.

36. SAWCUT INPLACE PAVEMENT WHERE IT WILL ABUT NEW

PAVEMENT TO ENSURE A UNIFORM JOINT. SAWCUT AT NEAREST

JOINT OR AS DIRECTED BY THE ENGINEER. ASPHALT MIX ID SHALL BE

AS PER CITY OF MINNEAPOLIS SPECIFICATION FOR CONSTRUCTION

2020. UNLESS OTHERWISE SPECIFICALLY ALLOWED OR REQUIRED BY

THE CONTRACT, BITUMINOUS AND CONCRETE ITEMS DISTURBED BY

CONSTRUCTION SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND MAY BE RECYCLED OR DISPOSED OF OFF THE

RIGHT OF WAY.

37. PROVIDE A UNIFORM TACK COAT AT A RATE OF 0.05 GALLONS

PER SQUARE YARD AS DOCUMENTED IN MNDOT STANDARD

SPECIFICATION 2357 - BITUMINOUS TACK COAT REQUIREMENTS,

WHICH SHALL BE INCIDENTAL.

38. AGGREGATE BASE COMPACTION REQUIREMENTS FOR

AGGREGATE BASE 4 INCHES OR LESS SHALL BE IN ACCORDANCE

WITH SPECIFICATION 2211.3.D.2 B QUALITY COMPACTION METHOD.

39. PIPE SEWERS CONNECTING MANHOLES AND CATCH BASINS

SHALL BE IN ACCORDANCE WITH SPEC. 2503. BEDDING AND BACKFILL

SHALL CONSIST OF UNIFORM SELECT GRADING MATERIAL MATCHING

ADJACENT SOILS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

40. DISPOSITION OF EXCAVATED MATERIAL SHALL BE IN

ACCORDANCE WITH MNDOT STANDARD SPECIFICATION 2105.3D.

41. NO EXTRA PAYMENT WILL BE MADE FOR TEMPORARY

STOCKPILING OF EXCAVATION, EMBANKMENT, AND/OR BORROW

MATERIAL.

42. MINNEAPOLIS STANDARD PLATES SHALL TAKE PRECEDENT

OVER MNDOT STANDARD PLATES.

43. GATES, MANHOLES, MONUMENTS, ETC. IN CONCRETE

PAVEMENT SHALL BE REINFORCED PER STANDARD PLATE NO.

ROAD-2004.

44. CONTRACTOR TO EXCAVATE UNTIL CLEAN SANDY MATERIAL IS

PRESENT IN AREAS WHERE INFILTRATION IS EXPECTED TO OCCUR.

CONTRACTOR TO REPLACE POOR SOILS WITH SUITABLE SANDY

SOILS OR PLANTING MATERIAL.

45. CONTRACTOR TO REPLACE NON-COMPLIANT SIDEWALK RAMP

PANELS AS DIRECTED BY THE ENGINEER AND TO BE PAID AS

2531.503 3.5" CONCRETE WALK.

COMCAST CABLE LLC

KEITH BENNETT

TEL: 651-493-6252

EMAIL: Keith_Bennett2@comcast.com

CENTURYLINK / LUMEN

ROB ALLISON-RODRIGUEZ

TEL: 612-388-7375

EMAIL: rallison@terratechllc.net

CONSOLIDATED COMMUNICATIONS

EXTENET SYSTEMS INC

KEN KORTE

TEL: 630-808-7081

EMAIL: kkorte@extenetsystems.com

CENTERPOINT ENERGY MINNESOTA GAS

EMILY SUPPES

TEL: 612-321-4363

EMAIL: emily.suppes@centerpointenergy.com

US INTERNET CORP

REBECCA BIEHN

TEL: 763-245-1649

EMAIL: RBiehn@usinternet.com

XCEL ENERGY

JODY BADE

TEL: 800-628-2121

EMAIL: BCLMN@xcelenergy.com

1901 E 26TH STREET

MINNEAPOLIS, MN 55404

WEB PAGE: www.minneapolis.mn.us

CONTACT: TRACY LINDGREN

TEL: 612-290-5898

EMAIL: tracy.lindgren@minneapolismn.gov

1901 E 26th ST

MINNEAPOLIS, MN 55404

WEB PAGE: www.minneapolismn.gov

CONTACT: WILLIAM SHUTTE

TEL: 612-328-1994

EMAIL: william.shutte@minneapolismn.gov

1901 E 26th ST

MINNEAPOLIS, MN 55404

WEB PAGE: www.minneapolismn.gov

CONTACT: HENNEH KOTA

TEL: 612-816-9047

EMAIL: henneh.kota@minneapolismn.gov

1901 E 26th ST

MINNEAPOLIS, MN 55406

WEB PAGE: www.minneapolismn.gov

CONTACT: WILLIAM SHUTTE

TEL: 612-328-1994

EMAIL: william.shutte@minneapolismn.gov

953 5TH AVE SE

MINNEAPOLIS, MN 55414-1205

WEB PAGE: www.ci.minneapolis.mn.us

CONTACT: CHRIS LARSON

TEL: 612-468-2842

EMAIL: christopher.larson@minneapolismn.gov

300 BORDER AVE N

MINNEAPOLIS, MN 55405-1528

WEB PAGE: www.minneapolismn.gov

CONTACT: BILL PRINCE

TEL: 612-673-3901

EMAIL: william.prince@minneapolismn.gov

1901 E 26th ST

MINNEAPOLIS, MN 55404

WEB PAGE: www.minneapolismn.gov

CONTACT: HENNEH KOTA

TEL: 612-816-9047

EMAIL: henneh.kota@minneapolismn.gov

953 5TH AVE SE

MINNEAPOLIS, MN 55414-1205

WEB PAGE: www.ci.minneapolis.mn.us

CONTACT: BOB ERVIN

TEL: 612-673-3629

EMAIL: robert.ervin@minneapolismn.gov

3311 E OLD SHAKOPEE ROAD, SUITE 300

BLOOMINGTON, MN 55425

WEB PAGE: www.tkda.com

CONTACT: BRUCE WAGENER

TEL: 612-750-3263

EMAIL: bruce.wagener@tkda.com

1901 E 26th ST

MINNEAPOLIS, MN 55406

WEB PAGE: www.minneapolismn.gov

CONTACT: KELLY MORIARITY

TEL: 612-673-3617

EMAIL: kelly.moriarity@minneapolismn.gov

1301 2ND AVE S

MINNEAPOLIS, MN 55403

WEB PAGE: www.minneapolis.org

CONTACT: LANE CARLSON

TEL: 612-335-6335

EMAIL: lane.carlson@minneapolismn.gov

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DRW:

CHK:

APP:DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

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ESTIMATED QUANTITIES & HORIZONTAL ALIGNMENT

C.S.A. 00126007D 11

DMZ 04/07/26

BDW 04/07/26

DMZ 04/07/26DOUGLAS C MCCUNE-ZIERATH

62174 04/07/2026

1 04/07/26 DMZ BDW DMZ ISSUED FOR BID

STATEMENT OF ESTIMATED QUANTITES - TO BE COMPLETED BY CITY

DESCRIPTION UNIT TOTAL ESTIMATED

QUANTITY

TRAFFIC CONTROL LUMP SUM 1

REMOVE SANITARY MAINTENANCE HOLE EACH 2

REMOVE CURB AND GUTTER LIN FT 37

REMOVE ORNAMENTAL CURB LIN FT 46

SALVAGE RAILING LIN FT 24

REMOVE 12" DIP WATER MAIN LIN FT 40

SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 215

REMOVE BITUMINOUS PAVEMENT SQ YD 130

TEMPORARY BYPASS PUMPING LUMP SUM 1

ADJUST FRAME AND RING CASTING EACH 2

CASTING ASSEMBLY EACH 2

INSTALL CASTING EACH 2

CONSTRUCT SANITARY MAINTENANCE HOLE - 48" LIN FT 33

CONCRETE CURB AND GUTTER DESIGN B624 LIN FT 37

INSTALL ORNAMENTAL CURB LUMP SUM 46

INSTALL 12" DIP WATER MAIN LIN FT 40

REPLACE RAILING LIN FT 24

PLACE BITUMINOUS PAVEMENT SQ YD 130

PLACE TOPSOIL AND RESTORE PLANTINGS SQ YD 40

STORM DRAIN INLET PROTECTION, TYPE C EACH 7

SEDIMENT CONTROL LOG - WOOD CHIP LIN FT 359

PIPE BURSTING PITS EACH 2

STATEMENT OF ESTIMATED QUANTITES - TO BE COMPLETED BY OTHERS

BID ITEM DESCRIPTION UNIT TOTAL ESTIMATED

QUANTITY

SP-41 12" PIPE BURSTING LIN FT 158

HORIZONTAL ALIGNMENT

POINT STATION NORTHING EASTING

MH 1000 10+00.00 165566.331 528424.050

MH 1001 11+26.42 165457.340 528359.993

MH 1002 12+42.83 165356.927 528301.098

MH 1003 14+04.70 165217.251 528219.299

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DRW:

CHK:

APP:DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

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OF

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2ND AVE S SANITARY SEWER

REPLACEMENT

STANDARD PLATES

C.S.A. 00126007D 11

DMZ 04/07/26

BDW 04/07/26

DMZ 04/07/26DOUGLAS C MCCUNE-ZIERATH

62174 04/07/2026

1 04/07/26 DMZ BDW DMZ ISSUED FOR BID

CITY OF MINNEAPOLIS STANDARD PLATES

NUMBER TITLE

SEWR-1000-R1 TYPICAL MANHOLE CONSTRUCTION

SEWR-1001-R2 PRECAST RISER SECTIONS

SEWR-1002-R1 MANHOLE POWER FLOW DETAIL

SEWR-1003 MANHOLE BASE SLAB

SEWR-1011-R2 CONCRETE ADJUSTING RINGS

SEWR-2001-R1 SELF-SEALING MANHOLE COVER

SEWR-2004 STANDARD MANHOLE CASTING

SEWR-3001 WATERTIGHT PIPE CONNECTION

SEWR-6001 MANHOLE SIZING CHART

SEWR-8003 INLET PROTECTION TYPE A & C

SEWR-8007 EROSION CONTROL NOTES

SEWR-8008 SEDIMENT CONTROL - FILTER LOG

WATR-2003-R2 WATER MAIN

ROAD-1000 B612 CURB AND GUTTER

ROAD-1011 RESTORATION REQUIREMENTS FOR BITUMINOUS CURB MATCH

FORE-1001 TREE PROTECTION ZONE (TPZ)

SASASA

SA

SA

SA

10+00 11+00 12+00 13+00 14+00

B-1

10+00 11+00 12+00 13+00 14+00 14+80

DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DRW:

CHK:

APP:DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

FI

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DATE:

DATE:

DATE:

NO. DATE DRW APPCKD REVISION

OF

4/ 7/

4:

P M

G

EO

TE

C H

N

IC

AL

P

LA

N

A N

D P

R O

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2ND AVE S SANITARY SEWER

REPLACEMENT

GEOTECHNICAL PLAN AND PROFILE

C.S.A. 00126007D 11

DMZ 04/07/26

BDW 04/07/26

DMZ 04/07/26DOUGLAS C MCCUNE-ZIERATH

62174 04/07/2026

1 04/07/26 DMZ BDW DMZ ISSUED FOR BID

HORIZONTAL SCALE IN FEET

20 40

IN FEET

VERTICAL SCALE

LEGEND

ITEM DESCRIPTION

BORING LOCATIONS/CONTROL POINTS

CONCRETE

SP-SM

SP

FILL ORIGIN

COARSE ALLUVIUM

2ND AVE S

SASASA

SA

SA

SA

SA

P P

DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DRW:

CHK:

APP:DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

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DATE:

DATE:

DATE:

NO. DATE DRW APPCKD REVISION

OF

4/ 7/

4:

P M

T

EM

PO

R

AR

Y

ER

O

SI

O N

A N

D S

ED

IM

EN

T

C O

N

TR

O L

PL

AN

.D W

G

2ND AVE S SANITARY SEWER

REPLACEMENT

TEMPORARY EROSION AND SEDIMENT CONTROL PLAN

C.S.A. 00126007D 11

DMZ 04/07/26

BDW 04/07/26

DMZ 04/07/26DOUGLAS C MCCUNE-ZIERATH

62174 04/07/2026

1 04/07/26 DMZ BDW DMZ ISSUED FOR BID

HORIZONTAL SCALE IN FEET

20 40

2ND AVE S

STA 10+00 TO STA 14+80

LEGEND ITEM

NUMBER DESCRIPTION UNIT ESTIMATED

TOTAL

STORM DRAIN INLET PROTECTION TYPE C EACH 7

SEDIMENT CONTROL LOG - WOOD CHIP LIN FT 359

2ND AVE S INSTALL TREE PROTECTION ZONE

PER MINNEAPOLIS STANDARD

PLATE FORE-1001

BUS STOP CLOSED

ROUTES 10 AND 25

PARKING RAMP

ENTRANCE CLOSED,

USE 12TH ST ENTRANCE

WORK SITE. CLOSE SB 2ND AVE.

PLACE J-BARRIERS TO CLOSE

CROSSWALKS AND SECURE

ENDS OF WORK SITE.

3R D

AV

E

S

2N D

AV

E

S

M

AR

QU

ET

TE

A

VE

GRANT ST

S 12TH ST

1S T

AV

E

S

3R D

A

VE

S

E 16TH ST

S 11TH ST

METRO TRANSIT BUS ROUTES 10

AND 25 DETOUR:

CONTINUE SOUTH FROM PARKING

RAMP ON 3RD AVE S PAST 11TH ST

AND 12TH ST AND FOLLOW POSTED

DETOUR.

N

IC

O

LL

ET

AV

E

INTERSECTION TO BE

RECONSTRUCTED IN SEPARATE

CONTRACT. COORDINATE WORK

SCHEDULE WITH 1ST AVE S

RECONSTRUCTION PROJECT.

DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DRW:

CHK:

APP:DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

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DATE:

DATE:

DATE:

NO. DATE DRW APPCKD REVISION

OF

4/ 7/

4:

P M

T

R

AF

FI

C

C O

N

TR

O L.

D W

G

2ND AVE S SANITARY SEWER

REPLACEMENT

TRAFFIC CONTROL

C.S.A. 00126007D 11

DMZ 04/07/26

BDW 04/07/26

DMZ 04/07/26DOUGLAS C MCCUNE-ZIERATH

62174 04/07/2026

1 04/07/26 DMZ BDW DMZ ISSUED FOR BID

HORIZONTAL SCALE IN FEET

100 200

P W

WW

ST

STSTST

ST STSTST

10+00 11+00 12+00 13+00 14+00

SASASASA

10+00 11+00 12+00 13+00 14+00 14+80

XCEL POWER DUCT

TRAFFIC CONDUIT

12" WATER LINE

XCEL POWER DUCT

DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DRW:

CHK:

APP:DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

FI

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DATE:

DATE:

DATE:

NO. DATE DRW APPCKD REVISION

OF

4/ 7/

4:

P M

E

XI

ST

IN

G

U

TI

LI

TY

P

LA

N A

N D

P R

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FI

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.D

W G

2ND AVE S SANITARY SEWER

REPLACEMENT

EXISTING UTILITY PLAN AND PROFILE

C.S.A. 00126007D 11

DMZ 04/07/26

BDW 04/07/26

DMZ 04/07/26DOUGLAS C MCCUNE-ZIERATH

62174 04/07/2026

1 04/07/26 DMZ BDW DMZ ISSUED FOR BID

HORIZONTAL SCALE IN FEET

20 40

IN FEET

VERTICAL SCALE

SCALE 8'

SANITARY SEWER MH SCHEDULE

NUMBER STATION RIM EL. INVERT EL. EASTING NORTHING

1000 10+00.00 852.70 835.20 528424.050 165566.331 1001 11+26.42 853.73 836.45 528359.993 165457.340 1002 12+42.83 854.22 837.60 528301.098 165356.927 1003 14+04.70 855.55 839.20 528219.299 165217.251

100210011000

2ND AVE SOUTH

48"± BRICK MH

RIM: 855.55

RIM: 853.73

RIM: 852.70

IN

839.20

O U

T 839.20

IN

837.60

O U

T 837.60

IN

836.45

O U

T 836.45

IN

835.20

O U

T 835.20

2ND AVE S STA 10+00 TO 14+05

STATION LEFT/

RIGHT PERMIT ACTIVE INACTIVE NOTES

10+67.62 R 1 CAPPED

10+80.45 L 1 CAPPED

11+26.06 L/R 106295 2

11+56.14 R 1 CAPPED

11+58.26 L 1 CAPPED

11+92.33 L 1 CAPPED

12+01.19 R 1 CAPPED

12+03.17 L 1 CAPPED

12+28.19 R 1 CAPPED

12+30.21 L 1 CAPPED

12+60.89 L 1 12+72.22 R 1 12+81.80 L 1 13+00.75 R 1 13+33.26 R 1 14+04.55 L 1

10" X 14.5" CEMENT OVAL PIPE

ESTIMATED 12" SERVICE.

FIELD VERIFY DIAMETER.

ESTIMATED ELEVATION 839.3' ±

48"± BRICK MH

RIM: 854.22

10+00 11+00 12+00 13+00 14+00

SASASASA SASA

W

WW

ST

STSTST

ST STSTST

P

10+00 11+00 12+00 13+00 14+00 14+80

XCEL POWER DUCT

TRAFFIC CONDUIT

12" WATER LINE

XCEL POWER DUCT

DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DRW:

CHK:

APP:DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

FI

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DATE:

DATE:

DATE:

NO. DATE DRW APPCKD REVISION

OF

4/ 7/

4:

P M

R

EM

O

VA

L

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P

LA

N A

N D

P R

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.D

W G

2ND AVE S SANITARY SEWER

REPLACEMENT

REMOVAL UTILITY PLAN AND PROFILE

C.S.A. 00126007D 11

DMZ 04/07/26

BDW 04/07/26

DMZ 04/07/26DOUGLAS C MCCUNE-ZIERATH

62174 04/07/2026

1 04/07/26 DMZ BDW DMZ ISSUED FOR BID

HORIZONTAL SCALE IN FEET

20 40

IN FEET

VERTICAL SCALE

SCALE 8'

2ND AVE - STA 9+80 TO 14+80

LEGEND ITEM

NUMBER DESCRIPTION UNIT ESTIMATED

TOTAL

REMOVE SANITARY

MAINTENANCE HOLE

EA 2

S-27 PIPE BURSTING PIT EA 2

REMOVE BITUMINOUS

PAVEMENT

SY 130

REMOVE CURB AND GUTTER LF 36

REMOVE ORNAMENTAL CURB LF 46

SALVAGE RAILING LF 24

REMOVE 12" DIP WATER MAIN LF 40

SA

GENERAL NOTES:

1. FIELD VERIFY ALL UTILITY CONFLICTS.

2. COORDINATE UTILITY SUPPORT OR TEMPORARY RELOCATION WITH

UTILITY OWNERS.

3. WATER MAIN SHALL BE REPLACED PER WATR-2003-R2. COORDINATE

ALL WATER SUPPORT, SHUTOFFS, AND REPLACEMENTS WITH

MINNEAPOLIS PUBLIC WORKS - WATER.

4. IF FIELD LOCATES OR PIT MODIFICATION REQUIRES REMOVAL OF

WATER MAIN BELOW XCEL DUCT BANK, REPLACEMENT PIPE UNDER

DUCT BANK WILL REQUIRE ENCASEMENT. COORDINATE ALL

INSTALLATION WORK WITH MINNEAPOLIS PUBLIC WORKS - WATER.

PIPE LAYDOWN AREA

REMOVE 10" X 14.5" CEMENT ELLIPTICAL PIPE VIA PIPE BURSTING

PLACE RECEIVING PIT

REMOVE EXISTING 48" ± BRICK

MAINTENANCE HOLE STRUCTURE

PLACE BURSTING/ENTRY PIT

TEMPORARILY RELOCATE OR

SUPPORT XCEL POWER AND

TRAFFIC CONDUITS

2ND AVE SOUTH REMOVE AND SALVAGE RAILING

INSTALL TEMPORARY

CONVEYANCE SYSTEM

ADF = 380 GPM

PWFF = 950 GPM

PROTECT TREE PER MINNEAPOLIS

STANDARD PLATE FORE-1001

RIM: 855.55

IN

839.20

O U

T 839.20

IN

837.60

O U

T 837.60

RIM: 854.22

REMOVE EXISTING 48" ± BRICK

MAINTENANCE HOLE STRUCTURE

PIPE BURSTING

ENTRY PIT EXTENTS.

REMOVE AND REPLACE 12" DIP

WATER MAIN. SEE GENERAL NOTE 3.

REMOVE AND REPLACE 12" DIP

WATER MAIN. SEE GENERAL NOTE 3

PIPE BURSTING EXIT

PIT EXTENTS.

SEE GENERAL NOTE 4

P W

WW

ST

STSTST

ST STSTST

10+00 11+00 12+00 13+00 14+00

SASASASA

SASA

10+00 11+00 12+00 13+00 14+00 14+80

XCEL POWER DUCT

TRAFFIC CONDUIT

12" WATER LINE

XCEL POWER DUCT

DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DRW:

CHK:

APP:DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

FI

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DATE:

DATE:

DATE:

NO. DATE DRW APPCKD REVISION

OF

4/ 7/

4:

P M

P

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P

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2ND AVE S SANITARY SEWER

REPLACEMENT

PROPOSED UTILITY PLAN AND PROFILE

C.S.A. 00126007D 11

DMZ 04/07/26

BDW 04/07/26

DMZ 04/07/26DOUGLAS C MCCUNE-ZIERATH

62174 04/07/2026

1 04/07/26 DMZ BDW DMZ ISSUED FOR BID

HORIZONTAL SCALE IN FEET

20 40

IN FEET

VERTICAL SCALE

SCALE 8'

2ND AVE - STA 9+80 TO 14+80

LEGEND ITEM

NUMBER DESCRIPTION UNIT ESTIMATED

TOTAL

PLACE 12" HDPE PIPE VIA PIPE

BURSTING

LF 158

CONSTRUCT SANITARY

MAINTENANCE HOLE - 48" PER

SEWR-1000-R1

LF 33

CASTING ASSEMBLY EA 2

INSTALL CASTING EA 2

ADJUST FRAME AND CASTING EA 2

INSTALL 12" DIP WATER MAIN LF 40

GENERAL NOTES:

1. FIELD VERIFY ALL UTILITY CONFLICTS.

2. COORDINATE UTILITY SUPPORT OR TEMPORARY RELOCATION WITH

UTILITY OWNERS.

3. WATER MAIN SHALL BE REPLACED PER WATR-2003-R2. COORDINATE

ALL WATER SUPPORT, SHUTOFFS, AND REPLACEMENTS WITH

MINNEAPOLIS PUBLIC WORKS - WATER.

SANITARY SEWER MH SCHEDULE

NUMBER STATION RIM EL. INVERT EL. EASTING NORTHING

1000 10+00.00 852.70 835.20 528424.050 165566.331 1001 11+26.42 853.73 836.45 528359.993 165457.340 6002 12+42.83 854.22 837.60 528301.098 165356.927 6003 14+04.70 855.55 839.20 528219.299 165217.251

600210011000

SA

SA

SA

SA

INSTALL 12" DR 17 HDPE PIPE VIA PIPE BURSTING

CONSTRUCT 48" RCP

MAINTENANCE HOLE STRUCTURE

CONSTRUCT 48" RCP

MAINTENANCE HOLE STRUCTURE

2ND AVE SOUTH

RECONNECT EXISTING SERVICE TO

NEW MAINTENANCE HOLE STRUCTURE

CONNECT NEW MAINTENANCE

HOLE STRUCTURE TO

EXISTING SEWER

RECONNECT EXISTING

SERVICE TO NEW

MAINTENANCE STRUCTURE.

ESTIMATED ELEVATION OF

SERVICE LATERAL 839.3' ±

RIM: 855.55

IN

839.20

O U

T 839.20

IN

837.60

O U

T 837.60

RIM: 854.22

INSTALL 12" DIP WATER MAIN.

SEE GENERAL NOTE 3.

INSTALL 12" DIP WATER MAIN.

SEE GENERAL NOTE 3

STST

SASA

12+00 13+00 14+00

VARIES

10"

1"

11" 1"

DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DRW:

CHK:

APP:DATELIC. NO.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

FI

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DATE:

DATE:

DATE:

NO. DATE DRW APPCKD REVISION

OF

4/ 7/

4:

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N .D

W G

2ND AVE S SANITARY SEWER

REPLACEMENT

SITE RESTORATION

C.S.A. 00126007D 11

DMZ 04/07/26

BDW 04/07/26

DMZ 04/07/26DOUGLAS C MCCUNE-ZIERATH

62174 04/07/2026

1 04/07/26 DMZ BDW DMZ ISSUED FOR BID

HORIZONTAL SCALE IN FEET

10 20

2ND AVE - STA 9+80 TO 14+80

LEGEND ITEM

NUMBER DESCRIPTION UNIT ESTIMATED

TOTAL

PLACE TOPSOIL AND RESTORE

PLANTINGS

SY 40

PLACE BITUMINOUS

PAVEMENT

SY 130

INSTALL CURB AND GUTTER LF 36

INSTALL ORNAMENTAL CURB LF 46

REPLACE RAILING LF 24

INSTALL CURB AND RAILING

2ND AVE SOUTH BEGIN B624 +95 OF 2'

BEGIN SAWCUT +95 OF 8'

BEGIN SAWCUT +95 OF -8'

END SAWCUT +55 OF 8'

END SAWCUT +55 OF -8'

END B624 +17 OF 10'

8.00'

CURB AND GUTTER PER

STANDARD PLATE

FILL GAP WITH

CONCRETE. PLACE

EXPANSION FOAM

BETWEEN CONCRETE

AND CURBS

REPLACE FENCE. DRILL

3" DIAMETER HOLES

INTO CURB AND

MORTAR IN PLACE

PLACE NEW

ORNAMENTAL CURB

WHERE REMOVED OR

DAMAGED.

CURB AND RAILING DETAIL

NO SCALE

GENERAL NOTES:

1. 2ND AVE TO BE REPAVED IN 2026. REPLACE PAVEMENT WHERE

REMOVED OR COORDINATE RESTORATION WITH PAVING

PROJECT.

2. RESTORE ALL SOIL, MULCH, AND PLANTINGS TO PRE-WORK

CONDITION. MEET ALL CITY OR MPRB REQUIREMENTS THAT

APPLY.