Event_4160_-_Drawings.pdf

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DATELIC. NO.

SHEET NUMBER APPROVED DATE

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 MAINTENANCE HOLE

GAS PIPE

GAS MAINTENANCE HOLE

GAS VALVE

POWER CONDUIT

POWER MAINTENANCE HOLE

POWER POLE

SANITARY SEWER LAMPHOLE

SANITARY SEWER PIPE (EXISTING)

SANITARY SEWER PIPE (PROPOSED)

SANITARY SEWER MAINTENANCE HOLE (EXISTING)

SANITARY SEWER MAINT. HOLE(PROPOSED)

SANITARY SEWER MAINT. HOLE, BLIND (EXISTING)

SANITARY SEWER MAINT. HOLE, BLIND (PROPOSED)

SANITARY SEWER LIFT STATION

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 MAINTENANCE HOLE (EXISTING)

STORM SEWER MAINTENANCE HOLE (PROPOSED)

STORM SEWER MAINT. HOLE, BLIND (EXISTING)

STORM SEWER MAINT. HOLE, 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 MAINTENANCE HOLE(EXISTING)

WATER MAINTENANCE HOLE (PROPOSED)

WATER MAINTENANCE HOLE VALVE (EXISTING)

WATER MAINTENANCE HOLE VALVE (PROPOSED)

WATER STOP BOX

NOT TO SCALE

STATE: MINNESOTA

COUNTY: HENNEPIN

DIVISION: METRO

CITY: MINNEAPOLIS

OF

PROJECT NAME:

PROJECT NUMBER:

SA

BSA

SA

BSA

SA

ST

BST

ST

ST

BST

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W

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TITLE SHEET

SHEET NO. DESCRIPTION

INDEX

7-15

16-17

19-24

THIS PLAN CONTAINS 24 SHEETS.

TITLE SHEET

ESTIMATED QUANTITIES

UTILITY CONTACTS

ADA TABULATIONS

ROW TABULATIONS

UTILITY TABULATIONS

DETAILS AND STANDARD PLATES

TEMPORARY TRAFFIC CONTROL

INTERSECTION DETAILS

TEMPORARY EROSION CONTROL PLAN

E 49TH ST & 39TH AVE S

E 27TH ST & 30TH AVE S

S 9TH ST & FRANKLIN TERR.

19TH AVE S & 1ST AVE S

LOCATION: 18TH AVE N & DUPONT AVE N

DATE:

DATE:

DATE:

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APP:

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

SPECIFICATIONS

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.

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.

HORIZONTAL DATA

HENNEPIN COUNTY COORDINATE SYSTEM

DATUM: NAD83, 1986 ADJUSTMENT (NON HARN)

UNITS: US SURVEY FEET

VERTICAL DATA

DATUM: NGVD29

DEPARTMENT OF PUBLIC WORKS

CITY OF MINNEAPOLIS

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ALEBEL B. MEHARI

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2026 ADA RAMP REPLACEMENT PROGRAM

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06/16/2026

06/16/2026

06/17/2026

06/17/2026

06/17/2026

06/17/2026

06/17/2026

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DATE:

DATE:

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STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

OF

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DATE:

DATE:

DATE:

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STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

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UTILITY CONTACTS / GENERAL NOTES

STREET DESIGN

CONSTRUCTION ENGINEER STREET CONSTRUCTION

CONSTRUCTION INSPECTION PARK & RECREATION BOARD

SEWER DESIGN SEWER CONSTRUCTION

GENERAL NOTES

EMAIL: forestry@minneapolisparks.org

TEL: 612-370-4900

WEB PAGE: www.minneapolisparks.org

MINNEAPOLIS, MN 55414-2227

2117 WEST RIVER RD

EMAIL: tracy.lindgren@minneaplismn.gov

TEL: 612-290-5898

CONTACT: TRACY LINDGREN

WEB PAGE: www.minneapolismn.gov

MINNEAPOLIS, MN 55407-1265

ST E

TH

1858 27

EMAIL: kelly.moriarity@minneapolismn.gov

TEL: 612-673-3617

CONTACT: KELLY MORIARITY

EMAIL: jeremy.strehlo@minneapolismn.gov

TEL: 612-673-3973

CONTACT: JEREMY STREHLO

WEB PAGE: www.minneapolismn.gov

MINNEAPOLIS, MN 55401-2268

309 2nd AVE S, ROOM 300

TRAFFIC DESIGN/CONSTRUCT

EMAIL: Alebel.Mehari@minneapolismn.gov

TEL: 612-468-6341

CONTACT: ALEBEL MEHARI

WEB PAGE: www.minneapolismn.gov

MINNEAPOLIS, MN 55415-1345

AVE SOUTH, ROOM 410

TH

505 4

WATER DESIGN/CONSTRUCT

PROJECT MANAGER

stephanie.malmberg@minneapolismn.gov

EMAIL:

CONTACT: STEPHANIE MALMBERG

WEB PAGE: www.minneapolismn.gov

MINNEAPOLIS, MN 55415-1345

AVE SOUTH, ROOM 410

TH

505 4

UTILITIES - COMM/GAS/POWER

EMAIL: joverkamp@congruex.com

TEL: 651-788-5890

JASON OVERKAMP

ZAYO GROUP LLC

EMAIL: Ralph.A.Broad@XcelEnergy.com

TEL: 612-216-8226

RALPH BROAD

XCEL ENERGY

EMAIL: shotvedt@mi-tech.us

TEL: 612-437-0172

STEVEN HOTVEDT

VERIZON WIRELESS

EMAIL: RBiehn@usinternet.com

TEL: 763-245-1649

REBECCA BIEHN

US INTERNET CORP

EMAIL: anthony.laffrado@centerpointenergy.com

TEL: 612-321-5505

ANTHONY LAFFRADO

CENTERPOINT ENERGY MINNESOTA GAS

EMAIL: manking.lee@metc.state.mn.us

TEL: 651-602-4313

MANKING LEE

ENVIRONMENTAL SERVICES

METROPOLITAN COUNCIL

EMAIL: paul.lamb@metrotransit.org

TEL: 612-349-7653

PAUL LAMB

METRO TRANSIT

EMAIL: shotvedt@mi-tech.us

TEL: 612-437-0172

STEVEN HOTVEDT

MCI COMMUNICATION SERVICES LLC

EMAIL: brant.kough@hennepin.us

TEL: 612-596-0339

BRANT KOUGH

HENNEPIN COUNTY

EMAIL: tjacobson@extenetsystems.com

TEL: 425-791-4062

TED JACOBSEN

EXTENET SYSTEMS INC

EMAIL: rallison@congruex.com

TEL: 612-388-7375

RJ ALLISON

CENTURYLINK / LUMEN

EMAIL: Brian_Hove@comcast.com

TEL: 612-834-7064

BRIAN HOVE

COMCAST CABLE LLC

EMAIL: rs7109@att.com

TEL: 918-645-0035

RYDER SPAHR

AT&T CORPORATION

EMAIL: ricky.asp@arvig.com

(888) 992-7844TEL:

RICKY ASP

ARVIG COMMUNICATION SYSTEMS

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

AGGREGATE BASE 4 INCHES OR LESS SHALL BE IN ACCORDANCE

AGGREGATE BASE COMPACTION REQUIREMENTS FOR 38.

WHICH SHALL BE INCIDENTAL.

SPECIFICATION 2357 - BITUMINOUS TACK COAT REQUIREMENTS,

PER SQUARE YARD AS DOCUMENTED IN MNDOT STANDARD

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

DISPOSED OF OFF THE RIGHT OF WAY.

THE PROPERTY OF THE CONTRACTOR AND MAY BE RECYCLED OR

CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME

ALLOWED OR REQUIRED BY THE CONTRACT, BITUMINOUS AND

CONSTRUCTION 2025. UNLESS OTHERWISE SPECIFICALLY

BE AS PER CITY OF MINNEAPOLIS SPECIFICATION FOR

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

PAVEMENT TO ENSURE A UNIFORM JOINT. SAWCUT AT NEAREST

SAWCUT INPLACE PAVEMENT WHERE IT WILL ABUT NEW 36.

MATERIAL.

TOPSOIL, DEBRIS, ORGANIC MATERIAL, AND OTHER UNSTABLE

CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF

SELECT GRADING MATERIAL ON THIS PROJECT SHALL 35.

REQUIREMENTS OF MNDOT STANDARD SPECIFICATION 3149.2B.

SELECT GRANULAR EMBANKMENT SHALL MEET THE 34.

ENGINEER.

WAY IN A SUITABLE DISPOSAL FACILITY AS APPROVED BY THE

DISPOSED OF BY THE CONTRACTOR OFF THE PROJECT RIGHT OF

ANY DEBRIS ENCOUNTERED DURING GRADING SHALL BE 33.

OF THE AGGREGATE BASE OR SELECT GRANULAR EMBANKMENT.

THE GRADING GRADE SHALL BE DEFINED AS THE BOTTOM 32.

WITH MNDOT STANDARD SPECIFICATION 2104.3D.

AND DISPOSED OF OUTSIDE THE RIGHT OF WAY IN ACCORDANCE

PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR

MNDOT SPECIFICATIONS. MATERIAL NOT UTILIZED ON THE

REMOVED MAY BE RECYCLED IN ACCORDANCE WITH APPLICABLE

THE EXISTING CONCRETE AND BITUMINOUS PAVEMENTS 31.

PAVING RESUMES.

TAKE CARE NOT TO DAMAGE THE IN-PLACE PAVEMENT WHEN

CARRIED ALONG IN THE PAVE IS NOT ALLOWED IN THE HEADER.

CONSTRUCTION PRACTICES ARE NOT FOLLOWED. THE 'CREAM'

WEAKNESS MAY DEVELOP AT THE JOINT IF PROPER

VIBRATION TO GIVE STRONG, DENSE CONCRETE. A POINT OF

AROUND THE HEADER JOINT IS THOROUGHLY CONSOLIDATED BY

INSERTED 2.5 FT INTO THE FRESH CONCRETE. CONCRETE

MATCH THE WIDTH OF THE PAVEMENT. TIEBARS, 5 FT LONG, ARE

CONFINE THE AREA OR CONSOLIDATION. SET THE SIDE FORMS TO

FT IN LENGTH TO PROVIDE PROPER EDGE ALIGNMENT AND

HEADERS INCIDENTAL. INSTALL SIDE FORMS, APPROXIMATELY 10

CONCRETE CONSTRUCTION HEADERS AND PERMANENT 30.

REPLACEMENT AT NO ADDITIONAL COST.

CONTRACTOR BEING RESPONSIBLE FOR ANY DAMAGE AND

OF ANY REMOVAL. FAILURE TO DO SO WILL RESULT IN THE

CONTRACTOR WILL NOTIFY THE PROJECT ENGINEER IN ADVANCE

LANDSCAPING WILL BE AFFECTED BY CONSTRUCTION, THE

ROCK, MULCH AND RETAINING WALLS. IN THE EVENT EXISTING

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

LANDSCAPING ADJACENT TO CONSTRUCTION WHICH INCLUDES

CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING 29.

DIRECTED BY THE ENGINEER).

APPROXIMATE SAWCUT TO THE NEAREST CONCRETE PANEL (AS

DIMENSION TO SIDE STREET CONSTRUCTION LIMITS ARE 28.

THOSE AFFECTED ON THE PROJECT.

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

AND GATE VALVES THROUGHOUT CONSTRUCTION.

PROTECT AND MAINTAIN ACCESS TO EXISTING HYDRANTS 26.

DISTURBED AT NO ADDITIONAL COST.

MONUMENTS. CONTRACTOR SHALL BE RESPONSIBLE TO RESET IF

PROTECT EXISTING PROPERTY CORNERS AND SURVEY 25.

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

BY ENGINEER.

DENSITY COMPACTION METHOD" UNLESS OTHERWISE DIRECTED

COMPACTION SHALL BE ACHIEVED BY THE "SPECIFIED 23.

PRIVATE DRIVES TO BE 5' EXCEPT WHERE OTHERWISE NOTED.

EXCEPT WHERE OTHERWISE NOTED. ALL RADII FOR ALLEYS AND

ALL CURB RADII AT STREET INTERSECTIONS TO BE 15’ 22.

MAINS.

WATER AND SANITARY AND STORM SEWER STRUCTURES AND

MAINTAIN 10’ OD TO OD HORIZONTAL SEPARATION BETWEEN 21.

SANITARY.

SANITARY AND WATER MAINS. WATER MAIN SHOULD BE ABOVE

MAINTAIN 18" VERTICAL CLEARANCE OD TO OD BETWEEN 20.

SHALL BE SPECIFIED BY THE PROJECT ENGINEER.

MANHOLES REQUIRING RECONSTRUCTION OR NEW CASTING 19.

DIRECTED BY THE PROJECT ENGINEER.

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

WHEREVER POSSIBLE.

RUNS, EXCEPT WHERE NOTED. CLAY PIPE SHALL BE SALVAGED

REMOVAL OF CATCH BASINS SHALL INCLUDE CATCH BASIN 17.

COMMERCIAL DRIVEWAYS.

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

WITH BRICK WORK OR CONCRETE (INCIDENTAL).

EACH END OF ABANDONED SEWER RUNS MUST BE PLUGGED 15.

3702 HOT POURED JOINT MATERIAL SHALL CONFORM TO SPEC.

PREFORMED JOINT MATERIAL SHALL CONFORM TO SPEC. 14.

MATCH CONCRETE PAVEMENT JOINTS WHERE APPLICABLE.

SURFACE OF THE CONCRETE CURB AND GUTTER. JOINTS SHALL

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

NOTED.

MATCH EXISTING DRIVEWAY WIDTHS UNLESS OTHERWISE 12.

UTILITY FOR SCHEDULING REQUIRED ADJUSTMENTS.

DETAIL WATR-3000. PROVIDE TWO WEEKS NOTICE TO PRIVATE

SHALL BE RE-BUILT OR ADJUSTED ACCORDING TO PLAN PER

WITH UTILITY OWNER. WATER MANHOLES WITH PRIVATE VALVES

OWNER. CONTRACTOR TO COORDINATE AND SCHEDULE WORK

ALL PRIVATELY OWNED UTILITY MANHOLES TO BE RESET BY 11.

CONDITIONS AT THE DISCRETION OF THE PROJECT ENGINEER.

BE ADJUSTED AND MINOR CHANGES MADE TO MEET EXISTING

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

DRIVEWAY WIDTH IS 16' OR GREATER

A CONTRACTION JOINT SHALL BE PROVIDED IN THE CENTER IF

OF SIDEWALK EXCEPT WHERE OTHERWISE NOTED ON PLAN, AND

ALL DRIVEWAY AND ALLEY APPROACHES GO TO BACK EDGE 9.

TRAFFIC OF PRIVATE BUSINESS

STRENGTH CONCRETE WOULD SERIOUSLY INTERFERE WITH

LOCATIONS WHERE CURING TIME REQUIRED ON STANDARD

HIGH EARLY STRENGTH CONCRETE MUST BE USED IN 8.

ACTUAL DEPTHS MAY VARY.

SAN SEWER FORCE MAIN - DEPTH OF COVER: 7.5'

SIGNAL CONDUIT - DEPTH OF COVER: 2'

GAS - DEPTH OF COVER: 2.5'

TELECOMM - DEPTH OF COVER: 3'

POWER - DEPTH OF COVER: 3.5'

WATER - DEPTH OF COVER: 7.5'

TYPICAL DEPTHS OF PRIVATE UTILITIES AND WATER LINES: 7.

FLOW LINE OR SURFACE.

CENTER OF STRUCTURE. CASTING ELEVATIONS ARE GIVEN TO

UNLESS OTHERWISE NOTED. STRUCTURE LOCATIONS ARE TO

OTHERWISE NOTED. ALL CURB ELEVATIONS ARE TO TOP OF CURB

ALL STREET DIMENSIONS ARE TO FACE OF CURB UNLESS 6.

WORK.

FOR UTILITY LOCATIONS AT LEAST 48 HOURS BEFORE STARTING

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

THE GROUND IN THE STATE OF MINNESOTA WITH POWER

STATE LAW REQUIRES ANYONE EXCAVATING OR DRILLING IN 5.

UTILITY OR SERVICE LATERAL.

UTILITIES IN A MANNER THAT WILL PREVENT DAMAGE TO ANY

OPERATIONS IN THE VICINITY OF EXISTING UNDERGROUND

EXCAVATION OPERATIONS. THE CONTRACTOR SHALL CONDUCT

EXISTING UNDERGROUND UTILITIES BEFORE PERFORMING

UTILITY OWNERS AND TO ASCERTAIN THE LOCATION OF ALL

THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL 4.

IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER.

EXISTENCE WAS NOT KNOWN, THE CONTRACTOR SHALL

IF THE CONTRACTOR DISCOVERS UTILITY PROPERTY WHOSE 3.

KNOWN UTILITIES ON THE PROJECT.

THE PLAN INDICATES THE APPROXIMATE LOCATION OF THE 2.

THE SPECIFICATIONS

INCLUDING TOLERANCE, SHOWN IN THE PLANS OR INDICATED IN

SECTIONS, DIMENSIONS AND MATERIAL REQUIREMENTS,

SHALL BE IN CONFORMANCE WITH THE LINES, GRADES, CROSS

ALL WORK PERFORMED AND ALL MATERIALS FURNISHED 1.

EMAIL: Alebel.Mehari@minneapolismn.gov

TEL: 612-468-6341

CONTACT: ALEBEL MEHARI

WEB PAGE: www.minneapolismn.gov

MINNEAPOLIS, MN 55415-1345

AVE SOUTH, ROOM 410

TH

505 4

EMAIL: tracy.lindgren@minneapolismn.gov

TEL: 612-290-5898

CONTACT: TRACY LINDGREN

WEB PAGE: www.minneapolismn.gov

MINNEAPOLIS, MN 55415-1345

AVE SOUTH, ROOM 410

TH

505 4

EMAIL: william.shutte@minneapolismn.gov

TEL: 612-328-1994

CONTACT: WILLIAM SHUTTE

WEB PAGE: www.minneapolismn.gov

MINNEAPOLIS, MN 55406

1901 E 26th ST

EMAIL: nic.racek@minneapolismn.gov

TEL: 612-398-5295

CONTACT: NIC RACEK

MINNEAPOLIS, MN 55405-1528

330 BORDER AVE N

EMAIL: william.prince@minneapolismn.gov

TEL: 612-673-3901

CONTACT: WILLIAM PRINCE

WEB PAGE: www.minneapolismn.gov

MINNEAPOLIS, MN 55405-1528

300 BORDER AVE N

EMAIL: john.howes@minneapolismn.gov

TEL: 612-661-4863

CONTACT: JOHN HOWES

WEB PAGE: www.minneapolismn.gov

MINNEAPOLIS, MN 55421

4300 MARSHALL ST NE

AND TO BE PAID AS 2531.503 4" CONCRETE WALK.

SIDEWALK RAMP PANELS AS DIRECTED BY THE ENGINEER

CONTRACTOR TO REPLACE NON-COMPLIANT 45.

MATERIAL.

SOILS WITH SUITABLE SANDY SOILS OR PLANTING

EXPECTED TO OCCUR. CONTRACTOR TO REPLACE POOR

MATERIAL IS PRESENT IN AREAS WHERE INFILTRATION IS

CONTRACTOR TO EXCAVATE UNTIL CLEAN SANDY 44.

NO. ROAD-2004.

PAVEMENT SHALL BE REINFORCED PER STANDARD PLATE

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

PRECEDENT OVER MNDOT STANDARD PLATES.

MINNEAPOLIS STANDARD PLATES SHALL TAKE 42.

BORROW MATERIAL.

STOCKPILING OF EXCAVATION, EMBANKMENT, AND/OR

NO EXTRA PAYMENT WILL BE MADE FOR TEMPORARY 41.

2105.3D.

ACCORDANCE WITH MNDOT STANDARD SPECIFICATION

DISPOSITION OF EXCAVATED MATERIAL SHALL BE IN 40.

UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

SELECT GRADING MATERIAL MATCHING ADJACENT SOILS

BEDDING AND BACKFILL SHALL CONSIST OF UNIFORM

BASINS SHALL BE IN ACCORDANCE WITH SPEC. 2503.

PIPE SEWERS CONNECTING MANHOLES AND CATCH 39.

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STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

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ADA TABULATIONS

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STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

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TEMPORARY EASEMENT TABULATIONS

CONCRETE WALK

BOULEVARD

C O

N C

R E

T E

W A

L K

B O

U L

E V

A R

D

WHEN NO INTERSECTING WALK IS PRESENT

WHEN INTERSECTING WALK IS PRESENT

SPECIFIC NOTES:

A

C

B

D

E

F

EXISTING RIGHT OF WAY

ON PLAN VIEW.

4. REFER TO THIS TABULATION FOR CONSTRUCTION EASEMENTS. THEY ARE NOT SHOWN

MINNEAPOLIS STREET WIDTH BOOK, DATED JANUARY 2, 2020.

3. DIMENSIONS C AND F (TO THE EXISTING RIGHT OF WAY) ARE FROM THE CITY OF

FROM THE CENTER OF THE INTERSECTION.

WITH RESPECT TO THE PERSEPECTIVE OF ONE LOOKING AT THE QUADRANT IN QUESTION

QUADRANT

2. VALUES D, E, AND F REPRESENT DIMENSIONS ON THE LEFT-HAND LEG OF THE

QUESTION FROM THE CENTER OF THE INTERSECTION.

WITH RESPECT TO THE PERSEPECTIVE OF ONE LOOKING AT THE QUADRANT IN

QUADRANT

VALUES A, B, AND C REPRESENT DIMENSIONS ON THE RIGHT-HAND LEG OF THE 1.

GENERAL NOTES:

BACK OF WALK

BACK OF WALK

PROPOSED CONSTRUCTION EASEMENT

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DATE:

DATE:

DATE:

DRW:

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APP:

STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

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UTILITY TABULATIONS

LEGEND:

MTL: COMMUNICATION MANHOLE

TBX: COMMUNICATION TELEPHONE BOX

CVT: COMMUNICATION VAULT

MGS: GAS MANHOLE

MGG: GAS VALVE

MEL: POWER MANHOLE

PPL: POWER POLE

SAM: SANITARY SEWER MANHOLE

MCB: STORM SEWER CATCH BASIN

SDM: STORM SEWER MANHOLE

STM: STEAM MANHOLE

MON: SURVEY MONUMENT

HHL: TRAFFIC HAND HOLE

TSB: TRAFFIC SIGNAL BASE

CAL: TRAFFIC LIGHTING CABINET

CSV: TRAFFIC SERVICE CABINET

CSG: TRAFFIC SIGNAL CABINET

PDL: TRAFFIC SIGNAL PEDESTAL

STL: TRAFFIC STREET LIGHT

VLP: VERTICAL LAMP POST

HYD: WATER HYDRANT

MWT: WATER MANHOLE

STB: WATER STOP BOX

GVC: WATERVALVE

BUS: BUS STOP

MBX: MAILBOX

CAB: UNKNOWN CABINET

MUK: UNKNOWN MANHOLE

CTL: CELL TOWER

PUK: PIPE UNKNOWN

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DATE:

DATE:

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APP:

STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

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DETAILS AND STANDARD PLATES

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FOR CURB AT CURB RAMPS.

REFER TO MNDOT STANDARD PLANS

B-624 CURB AND GUTTER

MODIFIED

ROAD-1003 CONCRETE ADJUSTING RINGS SEWR-1011-R1 CATCH BASIN INSTALLATION SEWR-1009

FOUNDATION - SIGN TRAF-5060-R1 FOUNDATION - SIGN TRAF-5070-R1 FOUNDATION - SIGN TRAF-5080-R1

INLET PROTECTION A & C SEWR- 8003

NOT TO SCALE

DATELIC. NO.

DATE:

DATE:

DATE:

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APP:

STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

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DETAILS AND STANDARD PLATES

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CONSTRUCTION

TYPICAL SIDEWALK AND DRIVEWAY

ROAD-2002

BY CONTRACTOR

BITUMINOUS LIFT

C. THICKNESS SHALL BE 6" CONCRETE BASE/ 2" OF ASPHALT

BITUMINOUS CURB MATCH

RESTORATION REQUIREMENTS FOR

MODIFIED

ROAD-1011 HANDHOLE - SIGNAL/ST. LIGHT TRAF-1710-R3

CONSTRUCTION

TYPICAL SIDEWALK AND DRIVEWAY

ROAD-2003-R2

ALONG SIDEWALK

TYPICAL TREE RING INSTALLATION

ROAD-4005

NOT TO SCALE

DATELIC. NO.

DATE:

DATE:

DATE:

DRW:

CHK:

APP:

STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

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DATE:

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DATE:

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DATE:

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ALTERNATE PEDESTRIAN ROUTE

CROSS HERE

AHEAD

SIDEWALK CLOSED

CROSS HERE

AHEAD

SIDEWALK CLOSED

CROSS HERE

AHEAD

SIDEWALK CLOSED

D E

T O

U R

DETOUR

DETOUR

D E

T O

U R

C R

O S

S H

E R

E

A H

E A

D

S

ID

E W

A L

K C

L O

S E

D

SIDEWALK

CLOSED

SIDEWALK

CLOSED

S

ID

E W

A L

K

C L

O S

E D

S

ID

E W

A L

K

C L

O S

E D

CROSS HERE

AHEAD

SIDEWALK CLOSED

C R

O S

S H

E R

E

A H

E A

D

S

ID

E W

A L

K C

L O

S E

D

S

ID

E W

A L

K

C L

O S

E D

CROSS HERE

AHEAD

SIDEWALK CLOSED

CROSS HERE

AHEAD

SIDEWALK CLOSED

D E

T O

U R

DETOUR

S

ID

E W

A L

K

C L

O S

E D

S

ID

E W

A L

K

C L

O S

E D

SIDEWALK

CLOSED

SIDEWALK

CLOSED

CROSS HERE

AHEAD

SIDEWALK CLOSED

CROSS HERE

AHEAD

SIDEWALK CLOSEDD

E

T O

U R

DETOUR

TEMPORARY TRAFFIC CONTROL PLAN

L.P. 600D 10128

NOT TO SCALE

DATELIC. NO.

DATE: 4/29/2026

DATE: 6/8/2026

DATE: 6/8/2026

DRW: SJP

CHK: ABM

APP: ABM

STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

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ALEBEL B. MEHARI

60453

1 1

ADA RAMP IMPRV. PRJT. (PSET 1)

Docusign Envelope ID: F9500400-F32E-8AB6-828B-34C50495ED98Docusign Envelope ID: 376E6C9B-1600-85B8-80AD-EF79A7D5CB16

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

200'100'

50' 25'

W O

R K

A H

E A

D

R O

A D

W O

R K

A H

E A

D

R O

A D

100'

NOT TO SCALE

DATELIC. NO.

DATE:

DATE:

DATE:

DRW:

CHK:

APP:

STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

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SHOLDER/PARKING LANE CLOSURE

TEMPORARY TRAFFIC CONTROL PLAN

Docusign Envelope ID: F9500400-F32E-8AB6-828B-34C50495ED98Docusign Envelope ID: 376E6C9B-1600-85B8-80AD-EF79A7D5CB16

DATE:

DATE:

DATE:

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APP:

STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

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TEMPORARY EROSION CONTROL PLAN

Docusign Envelope ID: F9500400-F32E-8AB6-828B-34C50495ED98Docusign Envelope ID: 376E6C9B-1600-85B8-80AD-EF79A7D5CB16

L A

C E C

O N

C R

E T

E W

A L

K

IN

P

L A

C E C

O N

C R

E T

E W

A L

K

IN

P

L A

C E C

O N

C R

E T

E W

A L

K

IN

P

L A

C E C

O N

C R

E T

E W

A L

K

INPLACE CONCRETE WALK

INPLACE CONCRETE WALK

INPLACE CONCRETE WALK

INPLACE CONCRETE WALK

GRASS BOULEVARD GRASS BOULEVARD

GRASS BOULEVARD

GRASS BOULEVARD

G R

A S

S B

O U

L E

V A

R D

G R

A S

S B

O U

L E

V A

R D

G R

A S

S B

O U

L E

V A

R D

B O

U L

E V

A R

D G

R A

C

N

C R

E T

E B

O U

L E

V A

R D

TIE INTO EXISTING GRADE

2' BIT PATCH

W

15' RAD

2' BIT PATCH

P R

O T

E C

T S

IG

N

REMOVE TREE ROOTS IN LANDING

2' BIT PATCH

15' RAD

PROTECT SIGN

PROTECT LIGHT POLE

P R

O T

E C

T S

IG

N

S

F

F

P R

O T

E C

T M

H

H Y

D R

A N

T P

R O

T E

C

PROTECT SIGN

2' BIT PATCH

15' RAD

GRADE BEHIND WALK

RIGHT-OF-WAY

PROTECT FENCE

RIGHT-OF-WAY

RIGHT-OF-WAY

13' RAD

2' BIT PATCH

SAW CUT JOINT

PROTECT EXISTING V-CURB

ADJUST MH

RIGHT-OF-WAY

PROTECT SIGN

SIGN

PROTECT

ADJUST CB

523507.876175261.96RADPOINT230

853.517523505.555175254.596BACK OF RAMP 229

853.927523518.239175260.405BACK OF WALK 228

853.635523506.534175260.444BACK OF LANDING227

854.338523506.464175272.497BACK OF WALK226

853.529523500.486175260.409BACK OF RAMP225

852.893523492.863175272.38TIE-IN 224

852.886523492.876175261.943EOR223

852.982523493.246175258.6490222

853.099523503.154175247.7230221

853.164523510.471175246.956TIE-IN / EOR220

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

18th Ave N & Dupont Ave N

REPLACE AS NEEDED

PROTECT EXISTING V-CURB

A D

J U

S T

C B

SA

ST

ST

0 10 20

HORIZONTAL SCALE IN FEET

SCALE 1:20

DATELIC. NO.

DATE:

DATE:

DATE:

DRW:

CHK:

APP:

STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

OF

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INTERSECTION DETAILS

INDICATES PEDESTRIAN RAMP - SLOPE SHALL

DRAINAGE FLOW ARROW

INDICATES PEDESTRIAN RAMP - SLOPE SHALL

BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM

IN THE DIRECTION SHOWN AND CROSS SLOPE

SHALL NOT EXCEED 2.0%

BE GREATER THAN 2.0% AND LESS THAN 5.0%

IN THE DIRECTION SHOWN AND CROSS SLOPE

SHALL NOT EXCEED 2.0%

S

F

T

SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK.

EXISTING WALK CROSS-SLOPE. RATE OF TRANSITION

TRANSITIONING THE CROSS-SLOPE OF A RAMP TO THE

TRANSITION PANEL(S) - TO BE USED FOR

AND MAX 2.0% SLOPE IN ALL DIRECTIONS

LANDING AREA - 4' X 4' MIN. DIMENSIONS

CURB HEIGHTX"

TRUNCATED DOMES (SEE STANDARD PLATE 7038)

CONSTRUCT CONCRETE CURB & GUTTER

XXX CONTROL POINTS AT GUTTER FLOW LINE AND KEY POINTS

MAINTENANCE HOLE

CATCH BASIN

DESCRIPTIONLEGEND

FIELD CONDITIONS MAY NECESSITATE ALTERATIONS IN DESIGN.

DESIGNER INTENT AND ARE NOT TO BE RELIED UPON AS

INTENDED TO BE CONCEPTUAL ONLY TO ILLUSTRATE

FOR CURB RAMP QUANTITIES. PROVIDED GRAPHICS ARE

STANDARD PLAN 5-297.250. SEE TABULATION SHEET

PEDESTRIAN RAMP TO BE CONSTRUCTED PER MNDOT

SEE TABULATIONS

REMOVE AND REPLACE BITUMINOUS PAVEMENT.

INTEGRAL WITH CURB AND GUTTER.

BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED

MAX 2% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE

BEGINNING OF RADIUS

ENDING OF RADIUS

BOR

EOR

WATER STRUCTURE

18TH AVE N

D U

P O

N T A

V E N

0"

0"

Docusign Envelope ID: F9500400-F32E-8AB6-828B-34C50495ED98Docusign Envelope ID: 376E6C9B-1600-85B8-80AD-EF79A7D5CB16

GRASS BOULEVARD

GRASS BOULEVARD

GRASS BOULEVARD

BIT BOULEVARD

INPLACE CONCRETE WALK

IN

P

L A

C E C

O N

C R

E T

E W

A L

K

INPLACE CONCRETE WALK

PROTECT FENCE

PROTECT SIGN

2' BIT PATCH 2' BIT PATCH

18' RAD

15' RAD

PROTECT POWER POLE

GRADE BEHIND WALK

2' BIT PATCH

ADJUST HH

DRIVEWAY DRIVEWAY DRIVEWAY

DRIVEWAY

INPLACE CONCRETE WALK INPLACE CONCRETE WALK

G R

A S

S B

O U

L E

V A

R D

4' BIT PATCH AT 2%

AT 2%

6' BIT PATCH

535638.746167236.504RAD POINT350

824.162535645.316167249.803BACK OF RAMP349

824.26535645.177167242.028BACK OF WALK 348

824.155535650.377167239.786BACK OF LANDING347

824.107535652.991167240.642BACK OF RAMP346

823.519535654.866167224.259TIE-IN345

823.71535656.473167233.381EOR344

823.89535656.002167241.6280343

824.066535646.718167252.6430342

824.025535638.871167254.504EOR341

824.013535636.387167254.521TIE-IN340

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

19th Ave S & S 1st St

PROTECT DRAIN PIPE

RIGHT-OF-WAY

S

CONCRETE

REMOVE AND REPLACE

2' BIT PATCH

MATCH GRADE

823.619535668.618167302.535BACK OF RAMP307

823.694535668.642167307.351BACK OF WALK 306

823.593535662.142167307.423BACK OF LANDING305

823.565535662.118167302.557BACK OF RAMP304

823.534535659.015167292.717TIE-IN303

823.407535662.068167292.70302

823.323535668.568167292.6630301

822.92535678.694167292.606TIE-IN300

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

19th Ave S & S 1st St

RIGHT-OF-WAY

301302

PROTECT CURB

REMOVE AND REPLACE BIT

F

F

F

F

822.601535703.715167302.416BACK OF RAMP327

822.691535703.74167307.272BACK OF WALK 326

822.814535697.24167307.318BACK OF LANDING325

822.719535697.215167302.435BACK OF RAMP324

822.452535691.458167292.533TIE-IN323

822.248535697.181167292.4810322

822.128535703.674167292.4220321

821.393535723.229167292.424TIE-IN320

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

19th Ave S & S 1st St

RIGHT-OF-WAY

PROTECT SIGN

325 326

F

F F

535703.955167237.7RAD POINT369

822.85535693.973167240.016BACK OF RAMP368

822.9535697.513167236.485BACK OF LANDING367

822.78535702.913167239.282BACK OF WALK366

822.714535702.072167244.211BACK OF RAMP365

821.881535707.105167252.951TIE-IN364

822.081535702.935167252.667EOR363

822.24535699.672167252.0770362

822.753535689.381167241.2570 / EOR361

822.95535688.511167237.9TIE-IN360

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

19th Ave S & S 1st St

RIGHT-OF-WAY

P R

O T

E C

T F

O O

T

IN

G 3

P R

O T

E C

T S

IG

N

P R

O T

E C

T S

IG

N

V -C

U R

B

GRADE BEHIND WALK

VALVE

PROTECT GAS

ADJUST MH

S

S

F

SA

ST

ST

0 10 20

HORIZONTAL SCALE IN FEET

SCALE 1:20

DATELIC. NO.

DATE:

DATE:

DATE:

DRW:

CHK:

APP:

STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

OF

D A

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INTERSECTION DETAILS

INDICATES PEDESTRIAN RAMP - SLOPE SHALL

DRAINAGE FLOW ARROW

INDICATES PEDESTRIAN RAMP - SLOPE SHALL

BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM

IN THE DIRECTION SHOWN AND CROSS SLOPE

SHALL NOT EXCEED 2.0%

BE GREATER THAN 2.0% AND LESS THAN 5.0%

IN THE DIRECTION SHOWN AND CROSS SLOPE

SHALL NOT EXCEED 2.0%

S

F

T

SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK.

EXISTING WALK CROSS-SLOPE. RATE OF TRANSITION

TRANSITIONING THE CROSS-SLOPE OF A RAMP TO THE

TRANSITION PANEL(S) - TO BE USED FOR

AND MAX 2.0% SLOPE IN ALL DIRECTIONS

LANDING AREA - 4' X 4' MIN. DIMENSIONS

CURB HEIGHTX"

TRUNCATED DOMES (SEE STANDARD PLATE 7038)

CONSTRUCT CONCRETE CURB & GUTTER

XXX CONTROL POINTS AT GUTTER FLOW LINE AND KEY POINTS

MAINTENANCE HOLE

CATCH BASIN

DESCRIPTIONLEGEND

FIELD CONDITIONS MAY NECESSITATE ALTERATIONS IN DESIGN.

DESIGNER INTENT AND ARE NOT TO BE RELIED UPON AS

INTENDED TO BE CONCEPTUAL ONLY TO ILLUSTRATE

FOR CURB RAMP QUANTITIES. PROVIDED GRAPHICS ARE

STANDARD PLAN 5-297.250. SEE TABULATION SHEET

PEDESTRIAN RAMP TO BE CONSTRUCTED PER MNDOT

SEE TABULATIONS

REMOVE AND REPLACE BITUMINOUS PAVEMENT.

INTEGRAL WITH CURB AND GUTTER.

BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED

MAX 2% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE

BEGINNING OF RADIUS

ENDING OF RADIUS

BOR

EOR

WATER STRUCTURE

CONCRETE

BITUMINOUS

1ST ST S

T

H A

V E S

U U

U

U

W 0"

0"

6"

0" 0" 6" 6" 6"0" 0"

0"

0" 6"

Docusign Envelope ID: F9500400-F32E-8AB6-828B-34C50495ED98Docusign Envelope ID: 376E6C9B-1600-85B8-80AD-EF79A7D5CB16

6"0" 0"6" 0" 0"6" 6"

0"

6"

6"

0" 6"

10211022

1024 1025

F F

F

2' BIT PATCH

F

F

F

10621063

1066 GRASS BOULEVARDGRASS BOULEVARDGRASS BOULEVARD

IN

P

L A

C E C

O N

C R

E T

E W

A L

K

INPLACE CONCRETE WALK WALK

INPLACE CONCRETE

INPLACE CONCRETE WALK

2' BIT PATCH

GRADE BACK OF WALK

RIGHT-OF-WAY

RIGHT-OF-WAY

F

F

S

INPLACE CONCRETE WALK

PROTECT SIGN

2' BIT PATCH

15' RAD

GRASS BOULEVARD

G R

A S

S B

O U

L E

V A

R D

PROTECT SOUND WALL

F

F

S

G R

A S

S B

O U

L E

V A

R D

GRASS BOULEVARD

IN

P

L A

C E C

O N

C R

E T

E W

A L

K

INPLACE CONCRETE WALK

RIGHT-OF-WAY

P R

O T

E C

T W

A L

L

2' BIT PATCH

15' RAD

PROTECT SIGN

PROTECT VAULT

PROTECT SIGN

POLE

PROTECT POWER

ADJUST CB

819.354540234.718163188.116BACK OF RAMP1026

819.337540232.399163195.881BACK OF LANDING1025

819.205540223.865163202.526BACK OF WALK1024

818.488540214.855163194.568TIE-IN1023

818.988540225.092163186.49801022

819.071540230.276163182.41201021

819.349540236.46163177.536TIE-IN1020

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

S 9th St & Franklin Terr E

PROTECT WMH

540191.971163153.088RAD POINT1009

819.517540196.386163153.54BACK OF WALK1008

819.558540196.642163151.338BACK OF LANDING1007

819.482540200.684163148.23BACK OF RAMP1006

819.455540198.59163137.173TIE-IN1005

819.255540203.807163143.873EOR1004

819.2540205.133163145.89301003

819.081540204.942163160.62101002

818.842540201.198163164.914EOR1001

818.296540190.922163172.933TIE-IN1000

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

S 9th St & Franklin Terr E

819.983540269.966163160.471BACK OF RAMP1066

819.953540267.822163168.297BACK OF LANDING1065

819.763540259.82163174.528BACK OF WALK1064

819.747540248.199163168.283TIE-IN1063

819.863540260.33163158.7201062

819.911540265.423163154.68101061

820.262540279.474163143.628TIE-IN1060

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

S 9th St & Franklin Terr E

540240.662163115.133RAD POINT1050

820.283540235.184163124.216BACK OF RAMP1049

820.377540239.396163120.87BACK OF WALK 1048

820.42540241.072163119.753BACK OF LANDING1047

820.891540249.593163110.99BACK OF WALK 1046

820.251540258.961163119.815TIE-IN1045

820.113540249.944163126.917END RAD1044

820.081540247.729163128.36501043

819.97540233.003163128.03101042

819.929540228.84163124.366END RAD1041

819.92540228.033163123.332TIE-IN1040

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

S 9th St & Franklin Terr E

GRADE BACK OF WALK

0 10 20

HORIZONTAL SCALE IN FEET

SCALE 1:20

DATELIC. NO.

DATE:

DATE:

DATE:

DRW:

CHK:

APP:

STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

OF

D A

T E

P R

IN

T

E D

/8 /2

:1

:3

P

M F

IL

E

N A

M E

06/08/26

06/08/26

04/21/26

ABM

ABM

60453

-I

N T

X D

T L

-0

.d g n

INTERSECTION DETAILS

INDICATES PEDESTRIAN RAMP - SLOPE SHALL

DRAINAGE FLOW ARROW

INDICATES PEDESTRIAN RAMP - SLOPE SHALL

BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM

IN THE DIRECTION SHOWN AND CROSS SLOPE

SHALL NOT EXCEED 2.0%

BE GREATER THAN 2.0% AND LESS THAN 5.0%

IN THE DIRECTION SHOWN AND CROSS SLOPE

SHALL NOT EXCEED 2.0%

S

F

T

SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK.

EXISTING WALK CROSS-SLOPE. RATE OF TRANSITION

TRANSITIONING THE CROSS-SLOPE OF A RAMP TO THE

TRANSITION PANEL(S) - TO BE USED FOR

AND MAX 2.0% SLOPE IN ALL DIRECTIONS

LANDING AREA - 4' X 4' MIN. DIMENSIONS

CURB HEIGHTX"

TRUNCATED DOMES (SEE STANDARD PLATE 7038)

CONSTRUCT CONCRETE CURB & GUTTER

XXX CONTROL POINTS AT GUTTER FLOW LINE AND KEY POINTS

MAINTENANCE HOLE

CATCH BASIN

DESCRIPTIONLEGEND

FIELD CONDITIONS MAY NECESSITATE ALTERATIONS IN DESIGN.

DESIGNER INTENT AND ARE NOT TO BE RELIED UPON AS

INTENDED TO BE CONCEPTUAL ONLY TO ILLUSTRATE

FOR CURB RAMP QUANTITIES. PROVIDED GRAPHICS ARE

STANDARD PLAN 5-297.250. SEE TABULATION SHEET

PEDESTRIAN RAMP TO BE CONSTRUCTED PER MNDOT

SEE TABULATIONS

REMOVE AND REPLACE BITUMINOUS PAVEMENT.

INTEGRAL WITH CURB AND GUTTER.

BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED

MAX 2% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE

BEGINNING OF RADIUS

ENDING OF RADIUS

BOR

EOR

WATER STRUCTURE

T

H S

T S

FRANKLIN TER

S A

S A

S T

S T

W

S T

Docusign Envelope ID: F9500400-F32E-8AB6-828B-34C50495ED98Docusign Envelope ID: 376E6C9B-1600-85B8-80AD-EF79A7D5CB16

6"

6"

0"

6"

6"

0"

IN

P

L A

C E C

O N

C R

E T

E W

A L

K

IN

P

L A

C E

C O

N C

R E

T E

W A

L K

IN

P

L A

C E

C O

N C

R E

T E

W A

L K

G R

A S

S B

O U

L E

V A

R D

G R

A S

S B

O U

L E

V A

R D

G R

A S

S B

O U

L E

V A

R D

DRIVEWAY BOULEVARD

BIT

BIT BOULEVARD

BIT PARKING LOT

MATCH EXISTING GRADE

BOULEVARD

GRASS

P R

O T

E C

T P

O W

E R

P O

L E

P R

O T

E C

T S

IG

N

P R

O T

E C

T M

H

P R

O T

E C

T H

Y D

R A

N T

F

S

4' BIT PATCH

RIGHT-OF-WAY

F

F

F

2' BIT PATCH

P R

O T

E C

T C

E L

L T

O W

E R

P R

O T

E C

T H

H

PROTECT HH

PROTECT FENCE

RIGHT-OF-WAY

2' BIT PATCH.

18' RAD

540092.788159384.486RAD POINT1209

834.224540100.608159373.995BACK OF RAMP 1208

834.316540094.437159374.037BACK OF WALK 1207

834.285540094.487159380.537BACK OF LANDING1206

834.248540094.541159387.591BACK OF WALK 1205

833.392540110.872159396.416TIE-IN1204

833.567540110.788159384.36EOR1203

833.626540110.289159380.27801202

833.757540107.085159373.5490 / HI-PT1201

833.535540092.427159366.482TIE-IN1200

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

E 27th St & 30th Ave S

834.402540152.338159373.531BACK OF RAMP1226

834.375540158.22159380.085BACK OF LANDING1225

843.294540158.337159394.981BACK OF WALK 1224

833.383540141.844159394.467TIE-IN1223

833.867540141.747159380.21501222

833.983540141.702159373.61501221

834.721540141.571159354.44TIE-IN1220

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

E 27th St & 30th Ave S

NO INPLACE SIDEWALK

ST

0 10 20

HORIZONTAL SCALE IN FEET

SCALE 1:20

DATELIC. NO.

DATE:

DATE:

DATE:

DRW:

CHK:

APP:

STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

OF

D A

T E

P R

IN

T

E D

/8 /2

:1

:3

P

M F

IL

E

N A

M E

06/08/26

06/08/26

04/21/26

ABM

ABM

60453

-I

N T

X D

T L

-0

.d g n

INTERSECTION DETAILS

INDICATES PEDESTRIAN RAMP - SLOPE SHALL

DRAINAGE FLOW ARROW

INDICATES PEDESTRIAN RAMP - SLOPE SHALL

BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM

IN THE DIRECTION SHOWN AND CROSS SLOPE

SHALL NOT EXCEED 2.0%

BE GREATER THAN 2.0% AND LESS THAN 5.0%

IN THE DIRECTION SHOWN AND CROSS SLOPE

SHALL NOT EXCEED 2.0%

S

F

T

SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK.

EXISTING WALK CROSS-SLOPE. RATE OF TRANSITION

TRANSITIONING THE CROSS-SLOPE OF A RAMP TO THE

TRANSITION PANEL(S) - TO BE USED FOR

AND MAX 2.0% SLOPE IN ALL DIRECTIONS

LANDING AREA - 4' X 4' MIN. DIMENSIONS

CURB HEIGHTX"

TRUNCATED DOMES (SEE STANDARD PLATE 7038)

CONSTRUCT CONCRETE CURB & GUTTER

XXX CONTROL POINTS AT GUTTER FLOW LINE AND KEY POINTS

MAINTENANCE HOLE

CATCH BASIN

DESCRIPTIONLEGEND

FIELD CONDITIONS MAY NECESSITATE ALTERATIONS IN DESIGN.

DESIGNER INTENT AND ARE NOT TO BE RELIED UPON AS

INTENDED TO BE CONCEPTUAL ONLY TO ILLUSTRATE

FOR CURB RAMP QUANTITIES. PROVIDED GRAPHICS ARE

STANDARD PLAN 5-297.250. SEE TABULATION SHEET

PEDESTRIAN RAMP TO BE CONSTRUCTED PER MNDOT

SEE TABULATIONS

REMOVE AND REPLACE BITUMINOUS PAVEMENT.

INTEGRAL WITH CURB AND GUTTER.

BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED

MAX 2% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE

BEGINNING OF RADIUS

ENDING OF RADIUS

BOR

EOR

WATER STRUCTURE

GRASS BOULEVARD

27TH ST E

T

H A

V E S

SA

W

ST

Docusign Envelope ID: F9500400-F32E-8AB6-828B-34C50495ED98Docusign Envelope ID: 376E6C9B-1600-85B8-80AD-EF79A7D5CB16

6"

0"

0" 6"

6"

INPLACE CONCRETE WALK

IN

P

L A

C E C

O N

C R

E T

E W

A L

K

IN

P

L A

C E C

O N

C R

E T

E W

A L

K

INPLACE CONCRETE WALK

GRASS BOULEVARD

G R

A S

S B

O U

L E

V A

R D

G R

A S

S B

O U

L E

V A

R D

GRASS BOULEVARD

RIGHT-OF-WAY

F

F

F

V-CURB

PROTECT SIGN

@ 5%

6' BIT PATCH

2' BIT PATCH

PROTECT TREE

PROTECT MH

15' RADF

F

F

2001 2002

15' RAD

GRADE BEHIND WALK

N O

IN

P L

A C

E S

ID

E W

A

IN

P L

A C

E S

ID

E W

A

543209.875144983.999RAD POINT2028

834.356543216.676144987.014BACK OF LANDING2027

834.394543210.175144992.583BACK OF RAMP2026

834.478543210.176144987.013BACK OF LANDING2025

835.011543210.177144973.979BACK OF WALK 2024

833.991543224.91144981.507TIE-IN2023

834.09543216.972144997.21402022

834.144543210.189144998.99602021

834.182543202.468144999.009TIE-IN2020

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

E 49th St & 39th Ave S

543208.415145044.174RAD POINT2010

834.125543211.664145036.173BACK OF RAMP2009

834.593543203.287145041.709BACK OF WALK 2008

834.181543211.671145041.836BACK OF WALK 2007

834.132543218.171145041.848BACK OF LANDING2006

833.214543222.93145048.386TIE-IN2005

833.37543223.403145044.778EOR2004

833.926543218.614145033.17502003

833.985543211.807145029.56302002

834.065543208.595145029.175EOR2001

834.37543196.331145029.028TIE-IN2000

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

E 49th St & 39th Ave S

PROTECT FENCE

RIGHT-OF-WAY

RIGHT-OF-WAY

P R

O T

E C

T H

Y D

R A

N T

ST

0 10 20

HORIZONTAL SCALE IN FEET

SCALE 1:20

DATELIC. NO.

DATE:

DATE:

DATE:

DRW:

CHK:

APP:

STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

OF

D A

T E

P R

IN

T

E D

/8 /2

:1

:3

P

M F

IL

E

N A

M E

06/08/26

06/08/26

04/21/26

ABM

ABM

60453

-I

N T

X D

T L

-0

.d g n

INTERSECTION DETAILS

INDICATES PEDESTRIAN RAMP - SLOPE SHALL

DRAINAGE FLOW ARROW

INDICATES PEDESTRIAN RAMP - SLOPE SHALL

BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM

IN THE DIRECTION SHOWN AND CROSS SLOPE

SHALL NOT EXCEED 2.0%

BE GREATER THAN 2.0% AND LESS THAN 5.0%

IN THE DIRECTION SHOWN AND CROSS SLOPE

SHALL NOT EXCEED 2.0%

S

F

T

SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK.

EXISTING WALK CROSS-SLOPE. RATE OF TRANSITION

TRANSITIONING THE CROSS-SLOPE OF A RAMP TO THE

TRANSITION PANEL(S) - TO BE USED FOR

AND MAX 2.0% SLOPE IN ALL DIRECTIONS

LANDING AREA - 4' X 4' MIN. DIMENSIONS

CURB HEIGHTX"

TRUNCATED DOMES (SEE STANDARD PLATE 7038)

CONSTRUCT CONCRETE CURB & GUTTER

XXX CONTROL POINTS AT GUTTER FLOW LINE AND KEY POINTS

MAINTENANCE HOLE

CATCH BASIN

DESCRIPTIONLEGEND

FIELD CONDITIONS MAY NECESSITATE ALTERATIONS IN DESIGN.

DESIGNER INTENT AND ARE NOT TO BE RELIED UPON AS

INTENDED TO BE CONCEPTUAL ONLY TO ILLUSTRATE

FOR CURB RAMP QUANTITIES. PROVIDED GRAPHICS ARE

STANDARD PLAN 5-297.250. SEE TABULATION SHEET

PEDESTRIAN RAMP TO BE CONSTRUCTED PER MNDOT

SEE TABULATIONS

REMOVE AND REPLACE BITUMINOUS PAVEMENT.

INTEGRAL WITH CURB AND GUTTER.

BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED

MAX 2% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE

BEGINNING OF RADIUS

ENDING OF RADIUS

BOR

EOR

WATER STRUCTURE

49TH ST E

T H S

T E

S T

H A

V E

T

H A

V E S

W

ST

ST

ST

Docusign Envelope ID: F9500400-F32E-8AB6-828B-34C50495ED98Docusign Envelope ID: 376E6C9B-1600-85B8-80AD-EF79A7D5CB16

6"

6"

INPLACE CONCRETE WALK

IN

P

L A

C E C

O N

C R

E T

E W

A L

K

G R

A S

S B

O U

L E

V A

R D

GRASS BOULEVARD

834.887543267.796144883.729BACK OF RAMP2067

834.976543271.175144880.601BACK OF LANDING2066

835.001543275.888144884.539BACK OF WALK 2065

834.91543273.253144888.421BACK OF RAMP2064

834.343543279.858144897.827TIE-IN2063

834.437543267.505144891.09202062

834.482543262.825144886.05202061

834.607543254.562144869.019TIE-IN2060

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

E 49th St & 39th Ave S

543209.875144983.999RAD POINT2028

834.356543216.676144987.014BACK OF LANDING2027

834.394543210.175144992.583BACK OF RAMP2026

834.478543210.176144987.013BACK OF LANDING2025

835.011543210.177144973.979BACK OF WALK 2024

833.991543224.91144981.507TIE-IN2023

834.09543216.972144997.21402022

834.144543210.189144998.99602021

834.182543202.468144999.009TIE-IN2020

ELEVATIONEASTINGNORTHINGDESCRIPTIONPOINT NUMBER

GUTTER CONTROL POINTS

E 49th St & 39th Ave S

F

F

F

RIGHT-OF-WAY

2' BIT PATCH

LIGHT POLE

REMOVE ABANDONED

PROTECT HH

TOWER

PROTECT CELL

GRADE BEHIND WALK

G R

A S

S B

O U

L E

V A

R D

G R

A S

S B

O U

L E

V A

R D

IN

P

L A

C E C

O N

C R

E T

E W

A L

K

D R

IV

E

W A

Y

RIGHT-OF-WAY

0 10 20

HORIZONTAL SCALE IN FEET

SCALE 1:20

DATELIC. NO.

DATE:

DATE:

DATE:

DRW:

CHK:

APP:

STATE OF MINNESOTA.

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

SUPERVISION AND THAT I AM A DULY LICENSED

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

OF

D A

T E

P R

IN

T

E D

/8 /2

:1

:3

P

M F

IL

E

N A

M E

06/08/26

06/08/26

04/21/26

ABM

ABM

60453

-I

N T

X D

T L

-0

.d g n

INTERSECTION DETAILS

INDICATES PEDESTRIAN RAMP - SLOPE SHALL

DRAINAGE FLOW ARROW

INDICATES PEDESTRIAN RAMP - SLOPE SHALL

BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM

IN THE DIRECTION SHOWN AND CROSS SLOPE

SHALL NOT EXCEED 2.0%

BE GREATER THAN 2.0% AND LESS THAN 5.0%

IN THE DIRECTION SHOWN AND CROSS SLOPE

SHALL NOT EXCEED 2.0%

S

F

T

SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK.

EXISTING WALK CROSS-SLOPE. RATE OF TRANSITION

TRANSITIONING THE CROSS-SLOPE OF A RAMP TO THE

TRANSITION PANEL(S) - TO BE USED FOR

AND MAX 2.0% SLOPE IN ALL DIRECTIONS

LANDING AREA - 4' X 4' MIN. DIMENSIONS

CURB HEIGHTX"

TRUNCATED DOMES (SEE STANDARD PLATE 7038)

CONSTRUCT CONCRETE CURB & GUTTER

XXX CONTROL POINTS AT GUTTER FLOW LINE AND KEY POINTS

MAINTENANCE HOLE

CATCH BASIN

DESCRIPTIONLEGEND

FIELD CONDITIONS MAY NECESSITATE ALTERATIONS IN DESIGN.

DESIGNER INTENT AND ARE NOT TO BE RELIED UPON AS

INTENDED TO BE CONCEPTUAL ONLY TO ILLUSTRATE

FOR CURB RAMP QUANTITIES. PROVIDED GRAPHICS ARE

STANDARD PLAN 5-297.250. SEE TABULATION SHEET

PEDESTRIAN RAMP TO BE CONSTRUCTED PER MNDOT

SEE TABULATIONS

REMOVE AND REPLACE BITUMINOUS PAVEMENT.

INTEGRAL WITH CURB AND GUTTER.

BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED

MAX 2% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE

BEGINNING OF RADIUS

ENDING OF RADIUS

BOR

EOR

WATER STRUCTURE

T H S

T E

T

H A

V E S

49TH ST E

T

H A

V E S

SA

ST

ST

Docusign Envelope ID: F9500400-F32E-8AB6-828B-34C50495ED98Docusign Envelope ID: 376E6C9B-1600-85B8-80AD-EF79A7D5CB16