PLAN AND PROFILE OF PROPOSED 11th STREET …menomineemi.us/images/City_Engineer/20150403_11th... · c. richardson s. beckman 109 w. baraga avenue marquette, mi 49855 (906)451-4021

CITY OF MENOMINEE2511 10th Street

Menominee, MI 49858

GEI Project 1501490

DWG. NO.

APPISSUE/REVISIONNO. DATE

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GMMPRELIMINARY DESIGN PLANSAREV

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01/30/15

11th STREET RECONSTRUCTIONAND EXTENSION PROJECT

MI 54921

G. MEISTER

C. RICHARDSON

S. BECKMAN

109 W. BARAGA AVENUEMARQUETTE, MI 49855

(906)451-4021

ConsultantsGMMBIDDING PLANSB 04/03/15

S. BECKMAN 01

COVER SHEET

SHEET INDEXSHEET NO. TITLE

01 COVER SHEET02 EXISTING TYPICAL CROSS SECTIONS03 PROPOSED TYPICAL CROSS SECTIONS04 GENERAL NOTES AND PROJECT DETAILS05 ALIGNMENT, CONTROL AND LEGEND SHEET06 REMOVAL PLAN

07-08 PLAN AND PROFILE SHEETS09 LEFT AND RIGHT PROFILES10 SOIL BORINGS

GENERAL NOTES

IMPROVEMENTS COVERED IN THESE PLANS SHALL BE IN ACCORDANCE WITH THEMICHIGAN DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS FORCONSTRUCTION, AS AMENDED AND SUPPLEMENTED, THE LATEST MDOT STANDARDPLANS, AND SECTION C (3R) OF THE MICHIGAN DEPARTMENTS OF TRANSPORTATIONLOCAL AGENCY PROGRAM GUIDELINES FOR GEOMETRICS, DATED MARCH 4, 2014.

THE PLACEMENT OF PAVEMENT MARKINGS SHALL BE DONE IN ACCORDANCE WITH THEMICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2011 EDITION, AS AMENDED.

THE CITY OF MENOMINEEPLAN AND PROFILE OF PROPOSED

11th STREET RECONSTRUCTION AND EXTENSION PROJECT

UTILITY AND INTERESTED PARTIES CONTACT INFORMATION :CITY OF MENOMINEE WATER AND SEWERDEPARTMENT OF PUBLIC WORKS2511 10TH STREETMENOMINEE, MI 49858906-863-3059 PHONE

INFRASTRUCTURE ALTERNATIVES WATER AND SEWERATTN: MIKE THORSEN(CITY OF MENOMINEE WATER PLANT MANAGER)1301 FIFTH AVEMENOMINEE, MI 49858906-863-3050 PHONE906-630-1016 CELL

AMERITECH TELEPHONE2301 23RD AVENUE NORTHESCANABA, MI 49829906-786-9986 PHONE

WISCONSIN PUBLIC SERVICE GAS AND ELECTRICATTN: STEVE VAN CAMPENHOUT1717 10TH AVE.MENOMINEE, MI 49858906-863-4358 OFFICE715-923-0583 CELL800-450-7260 EMERGENCY AFTER HOURS

TIME WARNER CABLE CABLE3900 HALL AVE, SUITE FMARINETTE, WI 54143715-735-6667

L.E. JONES COMPANY OTHERATTN: SCOTT SMITH1200 34TH AVENUEMENOMINEE, MI 49858906-863-4411 PHONE

MDOT ROAD AND BRIDGE STANDARD PLANSWHERE THE FOLLOWING ITEMS ARE CALLED FOR IN THE PLANS THEY ARE TO BE CONSTRUCTEDACCORDING TO THE STANDARDS GIVEN BELOW, OPPOSITE EACH ITEM, UNLESS OTHERWISE INDICATED.

R-29-I DRIVEWAY OPENINGS & APPROACHES AND CONCRETE SIDEWALKSR-30-G CONCRETE CURB AND CONCRETE CURB & GUTTERR-35-C CONCRETE SHOULDER GUTTER & SPILLWAYR-46-D PAVED AND COBBLE DITCHES, & DRAINAGE TREATMENT DETAILSR-80-E GRANULAR BLANKET, UNDERDRAINS, OUTLET ENDINGS FOR UNDERDRAINS,

AND SEWER BULKHEADSR-82-D BEDDING AND FILLING AROUND PIPE CULVERTSR-83-B UTILITY TRENCHESR-88-D STEEL END SECTIONR-96-E SOIL EROSION & SEDIMENTATION CONTROL MEASURESR-100-H SEEDING AND TREE PLANTING

MDOT TRAFFIC AND SAFETY STANDARD PLANSWHERE THE FOLLOWING ITEMS ARE CALLED FOR IN THE PLANS THEY ARE TO BE CONSTRUCTEDACCORDING TO THE STANDARDS GIVEN BELOW, OPPOSITE EACH ITEM, UNLESS OTHERWISE INDICATED.

WZD-125-E TEMPORARY TRAFFIC CONTROL DEVICES

LOCATION MAPCITY OF MENOMINEE

T32N, R27W, SECTION 34NO SCALE

PROJECT LOCATIONCITY OF MENOMINEE

KEY MAPNO SCALE

PROJECT LOCATIONP.O.B. STA 3+94P.O.E. STA 10+27PROJECT LENGTH 0.11 MILES

GREEN BAY

CITY OF MENOMINEE, MENOMINEE COUNTY, MICHIGANCONTROL SECTION EDA 55522 GEI PROJECT NUMBER 1501490JOB NUMBER 126723A

VARIES 2% TO 5% VARIES 2% TO 5%

LANE VARIES 11' TO 12' LANE VARIES 11' TO 12'

℄30' R.O.W. WIDTH 30' R.O.W. WIDTH

EXISTING SUBGRADE MATERIAL (TYP)

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EXISTING AGGREGATE,DEPTH ESTIMATED AT 12"

EX DITCH

VARIES 2% TO 5% VARIES 2% TO 5%

LANE VARIES 11' TO 12' LANE VARIES 11' TO 12'



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EX GRAV SHOULDERWIDTH VARIES 2' TO 3'

EX GRAV SHOULDERWIDTH VARIES 2' TO 3'

EX GRADE (TYP)

EXISTING AGGREGATE BASE,DEPTH ESTIMATED AT 12"-20"

EXISTING ASPHALT, DEPTHESTIMATED AT 2"-3"

EX DITCH


Menominee, MI 49858

GEI Project 1501490

DWG. NO.


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Attention:

04/03/2014


BP.E. No.:

Approved:

Submittal Date:

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01/30/15


MI 54921

G. MEISTER

C. RICHARDSON

S. BECKMAN


(906)451-4021


S. BECKMAN 02EXISTING TYPICALCROSS SECTIONS

EXISTING TYPICAL CROSS SECTIONAPPLIES TO:

STATION 3+94 (P.O.B.) TO STATION 6+55

EXISTING TYPICAL CROSS SECTIONAPPLIES TO:

STATION 6+55 TO STATION 10+00 (REMOVAL LIMITS)

PAVT, REM

EXCAVATION, EARTH

SLOPE 2%

11' LANE



EX

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(RIG

HT)

R.O

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AGGREGATE BASE, 3 INCH DEPTH

LIMITS OF SLOPE RESTORATIONWIDTH VARIES AS SHOWN ON PLANS

CURB AND GUTTER,CONC, DET F2

STA 4+87 TO STA 10+27

AGGREGATE BASE, 3 INCH DEPTH


EX

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SLOPE 2%

8' PAVED SHOULDER 11' LANE

CURB AND GUTTER,CONC, DET F2

STA 4+87 TO STA 10+10

8' PAVED SHOULDER

AGGREGATE BASE, 8 INCH DEPTH (TYP)

EX GRADE (TYP)

FINISHED GRADE (TYP) ALIGNMENT AND CROWN POINT HMA, LVSP (TOP COURSE)HMA, LVSP (LEVELING COURSE)

UNDERDRAIN, SUBBASE, 6 INCH (TYP)SUBBASE, CIP, 12 INCH DEPTH (TYP)

SLOPE 2%SLOPE 2%EMBANKMENT (TYP)

11

11

DAYLIGHT TO CULVERT AT STA 4+06(TYP LT AND RT)

TOPSOIL 4" DEPTH (TYP)

SLOPE 2%

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8' SHOULDER 11' LANE 8' SHOULDER

AGGREGATE SURFACE COURSE, 12 INCH DEPTH (TYP)

EX GRADE (TYP)

FINISHED GRADE (TYP) ALIGNMENT AND CROWN POINT


SLOPE 2%SLOPE 2% EMBANKMENT (TYP)1

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SLOPE 2%

11' LANE

30' R.O.W. WIDTH 30' R.O.W. WIDTH


EX

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PAVED DITCH, CONC

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SLOPE 2%

8' PAVED SHOULDER 11' LANE 8' PAVED SHOULDER

AGGREGATE BASE, 8 INCH DEPTH (TYP)

ALIGNMENT AND CROWN POINT HMA, LVSP (TOP COURSE)HMA, LVSP (LEVELING COURSE)


1' (TYP)

CONC DITCH TO BE PLACED ONAPPROVED SUBGRADE (TYP)

213

1 1'

PAVED DITCH, CONC

1' (TYP)

CONC DITCH TO BE PLACED ONAPPROVED SUBGRADE (TYP)

21 3

11'

SLOPE 2%SLOPE 2% 11

11






Menominee, MI 49858

GEI Project 1501490

DWG. NO.


Designed:

Drawn:



Attention:

04/03/2014


BP.E. No.:

Approved:

Submittal Date:

0 1"

---- \\mqt1s-fs01\Project\Menominee City_of_\1501490_11th_Street_Reconstruction\CAD\Sheets\PLTS-02-Typical Sections.dwg - 1/19/2015

01/30/15


MI 54921

G. MEISTER

C. RICHARDSON

S. BECKMAN


(906)451-4021


S. BECKMAN 03PROPOSED TYPICAL

CROSS SECTIONS

PROPOSED TYPICAL CROSS SECTIONAPPLIES TO:

STATION 4+87 TO STATION 10+00 (PAVING LIMITS)

HOT MIX ASPHALT (HMA) APPLICATION CHARTPAY ITEM MIX RATE OF

APPLICATIONESTIMATEDTHICKNESS

PERFORMANCEGRADE DESCRIPTION

HMA, LVSP HMA, LVSP (TOP) 220 LB/SYD 2.0 INCHES 58-34 TOP COURSE

HMA, LVSP HMA, LVSP (LEVELING) 220 LB/SYD 2.0 INCHES 58-34 LEVELING COURSE

DRIVEWAY, NONREINFCONC, 6 INCH HE CONC N/A 6.0 INCHES N/A DRIVEWAY APPROACHES, USE OF 3,500 PSI HIGH

EARLY CONCRETE REQUIRED

PLACE HMA BOND COAT SS-1H; 0.05-0.15 GALLON/SYD AS DIRECTED BY THE ENGINEER BETWEEN HMA LAYERS(FOR INFORMATION ONLY, INCLUDED WITH PAYMENT FOR HMA MIXTURES)

MINIMUM AWI (TOP COURSE ONLY) SHALL BE 220EXTRA CEMENT FOR HE CONC SHALL BE PAID AS "CEMENT" PER TON


STATION 3+94 (P.O.B.) TO STATION 4+14


STATION 4+14 TO STATION 4+87


Menominee, MI 49858

GEI Project 1501490

DWG. NO.


Designed:

Drawn:



Attention:

04/03/2014


BP.E. No.:

Approved:

Submittal Date:

0 1"

---- \\mqt1s-fs01\Project\Menominee City_of_\1501490_11th_Street_Reconstruction\CAD\Sheets\PLTS-04-General Notes and Details.dwg - 1/19/2015

01/30/15


MI 54921

G. MEISTER

C. RICHARDSON

S. BECKMAN


(906)451-4021


S. BECKMAN 04GENERAL NOTES AND

PROJECT DETAILS

GENERAL PLAN NOTES1. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 53, 1974, THE CONTRACTOR SHALL DIAL

1-800-482-7171 OR 811, A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS, PRIOR TOBEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT PREVIOUSLY BEEN LOCATED. MEMBERS WILL THUSBE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERSWHO MAY NOT BE PART OF THE "MISS DIG" ALERT SYSTEM.

2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND WILLBE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL REGULATIONS FOR WORK AT THE SITE. THIS SHALL INCLUDE ALLM.I.O.S.H.A. REGULATIONS.

4. THE CONTRACTOR SHALL CONTROL NOISE, CARRY OUT A PROGRAM OF DUST CONTROL AND SHALL ALLOW NO ON-SITE BURNING,WITHOUT APPROVAL FROM THE LOCAL FIRE DEPARTMENT.

5. ALL WORK NECESSARY TO COMPLETE THIS PROJECT SHALL CONFORM TO ALL RELATED CITY CODES AND ORDINANCES.

6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO COMPLETE THE PROJECT AT THE EXPENSE OF THECONTRACTOR.

7. ANY PROPERTY CORNERS OR GOVERNMENT CORNERS OUTSIDE THE CONSTRUCTION INFLUENCE UNNECESSARILY DISTURBED ORREMOVED BY CONSTRUCTION OPERATIONS MUST BE RESET BY A LICENSED SURVEYOR AT THE EXPENSE OF THE CONTRACTOR.

8. THE CONTRACTOR SHALL, AS A MINIMUM, PROVIDE INSURANCE IN THE AMOUNTS SPECIFIED BELOW AND IN ACCORDANCE WITHMDOT'S CURRENT STANDARD SPECIFICATIONS FOR CONSTRUCTION:

8.1. MAINTAIN BODILY INJURY AND PROPERTY DAMAGE INSURANCE FOR THE DURATION OF THE PROJECT.8.2. PROVIDE OWNER'S PROTECTIVE LIABILITY INSURANCE NAMING AS ADDITIONAL INSURED THE STATE OF MICHIGAN, THE

MICHIGAN STATE TRANSPORTATION COMMISSION, THE MICHIGAN DEPARTMENT OF TRANSPORTATION AND THE CITY OFMENOMINEE AND THEIR EMPLOYEES FOR THE DURATION OF THE PROJECT AND TO PROVIDE COPIES OF CERTIFICATES OFINSURANCE TO THE ADDITIONAL INSURED.

8.3. COMPLY WITH THE REQUIREMENTS OF NOTICE OF CANCELLATION AND REDUCTION OF INSURANCE SET FORTH IN THECURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND TO PROVIDE COPIES OF NOTICES AND REPORTSPREPARED TO THOSE INSURED.

9. THE CONTRACTOR AGREES TO COMPLY WITH THE STATE OF MICHIGAN PROVISIONS FOR "PROHIBITION OF DISCRIMINATION INSTATE CONTRACTS," AS SET FORTH BELOW, ATTACHED HERETO AND MADE A PART HEREOF. THE PARTIES FURTHER COVENANTTHAT THEY WILL COMPLY WITH THE CIVIL RIGHTS ACTS OF 1964 BEING P.L. 88-352, 78 STAT. 241, AS AMENDED, BEING TITLE 42 U.S.C.SECTIONS 1971, 1975A-1975D, AND 2000A-2000H-6, AND WILL REQUIRE SIMILAR COVENANTS ON THE PART OF ANY CONTRACTOR OFSUBCONTRACTOR EMPLOYED IN THE PERFORMANCE OF THIS PROJECT.

10.IN ACCORDANCE WITH PUBLIC ACT 453 OF 1976 (ELLIOTT-LARSEN CIVIL RIGHTS ACT), THE CONTRACTOR SHALL NOT DISCRIMINATEAGAINST AN EMPLOYEE OR APPLICANT FOR EMPLOYMENT WITH RESPECT TO HIRE, TENURE, TREATMENT, TERMS, CONDITIONS, ORPRIVILEGES OF EMPLOYMENT OF A MATTER DIRECTLY OR INDIRECTLY RELATED TO EMPLOYMENT BECAUSE OF RACE, COLOR,RELIGION, NATIONAL ORIGIN, AGE, SEX, HEIGHT, WEIGHT, OR MARITAL STATUS. A BREACH OF THIS COVENANT WILL BE REGARDEDAS A MATERIAL BREACH OF THIS CONTRACT. FURTHER, IN ACCORDANCE WITH PUBLIC ACT 478 OF 1980, THE CONTRACTOR SHALLNOT DISCRIMINATE AGAINST ANY EMPLOYEE OR APPLICANT FOR EMPLOYMENT WITH RESPECT TO HIRE, TENURE, TERMS,CONDITIONS, OR PRIVILEGES OF EMPLOYMENT OR A MATTER DIRECTLY OR INDIRECTLY RELATED TO EMPLOYMENT BECAUSE OF ADISABILITY THAT IS UNRELATED TO THE INDIVIDUAL'S ABILITY TO PERFORM THE DUTIES OF A PARTICULAR JOB OR POSITION. ABREACH OF THE ABOVE COVENANTS WILL BE REGARDED AS A MATERIAL BREACH OF THIS CONTRACT.

11. THE CONTRACTOR HEREBY AGREES THAT ANY AND ALL SUBCONTRACTS TO THIS CONTRACT, WHEREBY A PORTION OF THE WORKSET FORTH IN THIS CONTRACT IS TO BE PERFORMED, SHALL CONTAIN A COVENANT THE SAME AND HEREINABOVE SET FORTH INLINE 10 ABOVE.

12.CONTRACTOR TO COORDINATE ALL UTILITY WORK WITH THE CITY OF MENOMINEE DEPARTMENT OF PUBLIC WORKS.

DRIVEWAY RESTORATION CROSS SECTIONNO SCALE

TRAFFIC CONTROL NOTES1. ALL MEASURES REQUIRED FOR TRAFFIC CONTROL DURING CONSTRUCTION SHALL CONFORM WITH THE 2011 MICHIGAN

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AS AMENDED, THE AMERICAN TRAFFIC SAFETY SERVICESASSOCIATION (ATSSA) "QUALITY STANDARDS FOR WORK ZONE TRAFFIC CONTROL DEVICES", AND THE MDOT 2012 STANDARDSPECIFICATIONS FOR CONSTRUCTION (SECTION 812) UNLESS MODIFIED BY THIS PLAN OR DIRECTED OTHERWISE BY THEENGINEER. COST OF FLAG CONTROL OR ADDITIONAL SIGNS NECESSARY TO MAINTAIN TRAFFIC ON SURROUNDINGROADWAYS SHALL BE INCLUSIVE TO THE COST FOR "TRAFFIC REGULATOR CONTROL" PER LUMP SUM.

2. 34th AVENUE TRAFFIC SHALL BE MAINTAINED AT ALL TIMES DURING THE ENTIRE CONSTRUCTION PERIOD IN ACCORDANCEWITH THE MAINTAINING TRAFFIC TYPICALS, AS LISTED IN #1 ABOVE, AND AS DIRECTED BY THE ENGINEER.

3. ALL BARRICADES USED FOR TRAFFIC CONTROL SHALL BE LIGHTED. ALL SIGNS PLACED AT TYPE III BARRICADES SHALL BEINSTALLED ABOVE AND BEHIND THE BARRICADE ON THEIR OWN SUPPORTS.

4. REASONABLE ACCESS MUST BE MAINTAINED TO ALL DRIVEWAYS AT ALL TIMES. DATE OF CLOSURE AND EXPECTED DURATIONSHALL BE PROVIDED TO THE OWNER IN WRITING, A MINIMUM OF THREE WORKING DAYS PRIOR TO BEGINNING ADJACENTWORK. A COPY OF THE NOTICE SHALL BE PROVIDED O THE ENGINEER. CONC DRIVES AT STA 5+30 RT AND 6+50 RT MUST BEPLACED ON A FRIDAY TO MINIMIZE IMPACT TO BUSINESS.

5. PAYMENT FOR PLASTIC DRUMS AND BARRICADES WILL BE BASED ON THE MAXIMUM NUMBER OF UNITS REQUIRED BY THEENGINEER AT ANY ONE TIME FOR THE ENTIRE PROJECT.

6. ALL PLASTIC DRUMS AND BARRICADES SHALL BE PROPERLY WEIGHTED, AND LIGHTS SHALL BE KEPT IN WORKING ORDER ATALL TIMES. ANY PLASTIC DRUMS AND BARRICADES DAMAGED BY THE CONTRACTOR OR DUE TO IMPROPER USE SHALL BEREPLACED PROMPTLY AT THE CONTRACTOR'S EXPENSE.

7. WHEN THE CONTRACTOR EXCAVATES NEXT TO EXISTING PAVEMENT, PLASTIC DRUMS SHALL BE PLACED ALONG THEPAVEMENT EDGE AT 50 FOOT INTERVALS AND AT ALL SIDEWALK REMOVAL AREAS.

8. WHEN BUFFER AREAS ARE ESTABLISHED, THERE SHALL BE NO EQUIPMENT OR MATERIALS STORED OR WORK CONDUCTED INTHE BUFFER AREA.

9. WORK WITHIN 34th AVENUE RIGHT-OF-WAY SHALL BE PERFORMED UTILIZING FLAGGING OPERATIONS, ALL WORK TO FLAGTRAFFIC SHALL BE INCLUSIVE TO THE PAY ITEM "TRAFFIC REGULATOR CONTROL".

10.CONTRACTOR MUST COORDINATE WORK WITH L.E. JONES COMPANY. ACCESS TO L.E. JONES PARKING MUST BE MAINTAINEDAT ALL TIMES. ANTICIPATED SHIFT CHANGE OCCURS AT 2:00 PM, CONTRACTOR SHALL ANTICIPATE HIGHER VOLUME OFTRAFFIC AROUND THIS TIME PERIOD.

11.CROSSWALK AT 34TH AVE MUST BE MAINTAINED AT ALL TIMES.

SOIL EROSION & SEDIMENTATION CONTROL NOTES1. CONTRACTOR SHALL PLACE ALL SOIL EROSION & SEDIMENTATION CONTROL MEASURES AS SHOWN IN THE PLANS OR AS

DIRECTED BY THE ENGINEER IN ACCORDANCE WITH THE MICHIGAN UNIFIED KEYING SYSTEM.

2. CONSTRUCTION OPERATIONS SHALL BE SCHEDULED AND PERFORMED SO THAT PREVENTATIVE EROSION CONTROL MEASURESARE IN PLACE PRIOR TO EXCAVATION AND TEMPORARY STABILIZATION MEASURES ARE IN PLACE IMMEDIATELY FOLLOWINGBACK FILLING AND/OR GRADING OPERATIONS.

3. FILL DISPOSAL AREAS WILL BE SELECTED AND APPROVED AT THE PRE CONSTRUCTION MEETING.

4. SPECIAL PRECAUTIONS WILL BE TAKING IN THE USE OF CONSTRUCTION EQUIPMENT TO PREVENT SITUATIONS THAT PROMOTEEROSION.

5. CLEANUP WILL BE DONE IN A MANNER TO INSURE THAT EROSION CONTROL MEASURES ARE NOT DISTURBED.

6. THE PROJECT WILL CONTINUALLY BE INSPECTED FOR SOIL EROSION AND SEDIMENTATION CONTROL COMPLIANCE.DEFICIENCIES WILL BE CORRECTED BY THE CONTRACTOR WITHIN 24 HOURS OF NOTICE.

7. TEMPORARY EROSION CONTROL MEASURES SHALL BE COMPLETELY REMOVED BY THE CONTRACTOR UPON ESTABLISHMENT OFPERMANENT CONTROL MEASURES.

8. CONSTRUCTION WILL DISTURB LESS THAN 5 ACRES, THUS A NPDES STORM WATER DISCHARGE PERMIT WILL NOT BE REQUIRED.AREA OF DISTURBANCE IS 0.30 ACRES.

9. ALL ROADS WITHIN THE INFLUENCE OF THE PROJECT MUST REMAIN CLEAN AT ALL TIMES. CONTRACTOR SHALL SWEEP ROADSAS DIRECTED BY THE ENGINEER, COST INCLUSIVE TO THE PROJECT AND SHALL NOT BE PAID SEPARATELY.

10. BEST MANAGEMENT PRACTICES FOR SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE USED ON THISPROJECT AS SHOWN ON THE PLAND AND AS DEFINED BY THE ENGINEER.

11.PROJECT IS NOT WITHIN A FLOOD PLAIN.

12.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS.

13. ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES PLACED BY THE CONTRACTOR SHALL BE IN FULL COMPLIANCEWITH PART 91, SOIL EROSION AND SEDIMENTATION ACT, OF PA 451 OF 1994 AS AMENDED.

14.SLOPE RESTORATION QUANTITIES:14.1. MULCH 2,650 SYD14.2. SEEDING, MIXTURE THV 125 LBS14.3. TOPSOIL SURFACE, FURN, 4 INCH 2,650 SYD

TRAFFIC CONTROL QUANTITIESPAY ITEM QUANTITY UNIT

BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED, LIGHTED, FURN 8 EA

BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED, LIGHTED, OPER 8 EA

MINOR TRAF DEVICES 1 LSUM

PLASTIC DRUM, HIGH INTENSITY, FURN 50 EA

PLASTIC DRUM, HIGH INTENSITY, OPER 50 EA

TRAFFIC REGULATOR CONTROL 1 LSUM

DRIVE WIDTH ASSPECIFIED ON PLANS

DRIVEWAY, NONREINF CONC, 6 INCH

PLACE 3-INCHES AGGREGATE 22A,COMPACTED TO 98% MAXIMUM UNIT WEIGHT PLACE COMPACTED CLASS II GRANULAR MATERIAL,

COMPACTED TO 95% MAXIMUM UNIT WEIGHT

DRIVEWAY RESTORATION DETAILNO SCALE

LIMITS OF DRIVE RESTORATION,WIDTH AND DEPTH AS SHOWN ON PLANS

BUTT JOINT DETAILNO SCALE

SAWCUT AND SQUARE OFF EXISTING PAVEMENT

TOP COURSE DEPTH PER HMA APPLICATION CHARTEX ASPHALT ROADWAYDEPTH EST. 3" TO 4"

LEVELING COURSE DEPTH PERHMA APPLICATION CHART

PROPOSEDAGGREGATE BASE

3" MIN

2'

BU

RY

DE

PTH

RIGID CLOSED CELLED POLYSTYRENEINSULATION (R-5). MIN OVERLAP JOINTS 6".

COVER ALL EXISTING WATER MAIN WITH 2 FT WIDESEGMENTS OF RIGID INSULATION. STAGGER JOINTS INALL MULTIPLE LAYER INSULATION SITUATIONS.

EXISTING GRADE

BURY DEPTH INSULATION THICKNESS4'-0" TO 4'-6" 6"4'-6" TO 5'-0" 4"5'-0" TO 5'-6" 2"

WATER MAIN INSULATION DETAILNO SCALE

EXISTING 6" CAST IRON WATER MAIN

EXISTING TRENCH BACKFILLMATERIAL, DO NOT DISTURB NOTE:

1. INSPECT BACKFILL ONCE TOP OF WATERMAIN HAS BEENUNCOVERED. FILL ANY VOIDS WITH CLASS II GRANULAR MATERIALPRIOR TO PLACEMENT OF INSULATION, INCLUSIVE TO THE COSTOF WATER MAIN INSULATION PAY ITEM.

2. PAY ITEM FOR WATER MAIN INSULATION INCLUDES EXCAVATIONTO TOP OF EX PIPE, RIGID INSULATION AND BACKFILL OF TRENCH.

EX GRADE

AGGREGATE BASE, 3" DEPTH TO BE PLACEDUNDER M-OPENING AND CONC DRIVE

EX SUBGRADE

DRIVEWAY, NONREINF CONC, 6 INCH

DRIVEWAY OPENING, CONC, TYPE M

UNDERDRAIN, SUBBASE, 6 INCH

SUBBASE, CIP, 12 INCH DEPTH

8% MAX

YARD DRAIN DETAILNO SCALE

3' MIN


4' LENGTH OF 12" DIA RCP SEWER PIPE

12" INLET COVER, EJIW 6012

12" MIN DEPTH OF PEA GRAVEL

CONNECT TO UNDERDRAINWITH 6" TEE

1% MIN

6 INCH DIA SDR 26,LENGTH AS SHOWN ON PLANS

USE KOR-N-SEAL BOOT OR APPROVED EQUAL

NOTE:PAYMENT FOR YARD DRAIN SHALL INCLUDE ALL MATERIALS FROMTHE CONNECTION TO THE UNDERDRAIN, 6" PIPE, PEA GRAVEL, 12"RCP STRUCTURE AND COVER SPECIFICALLY MENTIONED ORIMPLIED. YARD DRAIN TO BE PAID AS "YARD DRAIN" PER EACH.

UNDERDRAIN CONNECTION DETAILNO SCALE


CONNECT TO CULVERT WITH KOR-N-SEALBOOT OR APPROVED EQUAL

PROPOSED 18" CULVAT STA 4+06 NOTE:

PAYMENT FOR UNDERDRAIN CONNECTION TO PROPOSED CULVERTSHALL BE INCLUSIVE TO THE COST OF UNDERDRAIN PLACEMENT.

UNDERDRAIN INVERT MUST BE AT THE SPRINGLINEOF CULVERT OR HIGHER IN ELEVATION


Menominee, MI 49858

GEI Project 1501490

DWG. NO.


Designed:

Drawn:



Attention:

04/03/2014


BP.E. No.:

Approved:

Submittal Date:

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01/30/15


MI 54921

G. MEISTER

C. RICHARDSON

S. BECKMAN


(906)451-4021


S. BECKMAN

ALIGNMENT, CONTROL ANDLEGEND SHEET

05

0

SCALE:

30' 60'

1" = 30'

BENCHMARKSNOTES:HORIZONTAL DATUM: MI SPC, NORTH ZONE 2111, INTERNATIONAL FTVERTICAL DATUM: NAVD 88

CP 5003

CP 5002 CP 5001

CP 5000

11th STREET

34th

AV

EN

UE

HORIZONTAL ALIGNMENT SOIL BORING LOCATIONS

P.O

.B. S

TA 3

+94

PA

VIN

G L

IMIT

SS

TA 1

0+00

60' R

.O.W

.

66' R.O.W.

POINT NO. 466

POINT NO. 487

POINT NO. 349 POINT NO. 246

POINT NO. 159

POINT NO. 127

MAIL BOX

GUARD POST/BOLLARD

FLAG POLE

SIGN POST

UG WATER SERVICE X"

WATER SUPPLY SYSTEM

PROPOSEDEXISTING DESCRIPTION

SANITARY SEWER SYSTEM

PROPOSED DESCRIPTION

SEPTIC TANK OUTLINE

UG SANITARY SEWER LATERAL

UG SANITARY SEWER MAIN

DRAINAGE UTILITIES


CULVERT LINE

BOX CULVERT

UG STORM MAIN

UNDER DRAIN (DRAIN TILE)

CULVERT HEAD OR WING WALL

EROSION CONTROL


SILT FENCE

LINETYPESSYMBOLSWATER SUPPLY SYSTEM


EXISTING

EXISTING

EXISTING

FIRE HYDRANT

MANHOLE WATER

U.G. WATER VALVE

CURB STOP & BOX

WATER PLUG

SANITARY SEWER SYSTEM


MANHOLE CLEANOUT

MANHOLE SANITARY

DRAINAGE UTILITIES


CATCH BASIN (BEEHIVE)

CATCH BASIN (ROUND)

CATCH BASIN (SQUARE)

INVERT ELEVATION

CATCH BASIN (CURB INLET)

END SECTION

MANHOLE STORM

ELECTRICAL POWER


ELECTICAL PEDESTAL

GUY POLE

GUY ANCHOR

LIGHT POLE

MANHOLE ELECTRIC

POWER-LIGHT POLE

POWER POLE

NATURAL GAS


VEGETATION


BUSH OR SHRUB

STUMP

Wetlands

NATURAL GAS METER

UG NATURAL GAS VALVE

NATURAL GAS MANHOLE

COMMUNICATION


TELEPHONE BOOTH

CABLE PEDESTAL

FIBER PEDESTAL

MANHOLE FIBER

MANHOLE TELEPHONE

TELEPHONE PEDESTAL

TELEPHONE POLE

MISCELLANEOUS


UG WATERMAIN X"

HATCH LEGEND

CONCRETE SIDEWALK

SOD/GRASS

SEED/MULCH/FERTILIZER

ASPHALTPAVEMENT

TURF/SOIL/MATERIAL

MATERIALDESCRIPTION

EXISTING(DEMOLITION)

PATTERN

NEWPROPOSEDPATTERN

COLD MILLINGASPHALT PAVEMENT

SEWER BULKHEAD

LINETYPESELECTRICAL POWER


UG ELECTRICAL

EXISTING

NATURAL GAS


UG NATURAL GAS

EXISTING

COMMUNICATION


UG PHONE

EXISTING

MISCELLANEOUS


FENCE LINE

EXISTING

OVERHEAD ELECTRICAL

OVERHEAD PHONE

UG CABLE TV

OVERHEAD CABLE TV

UG FIBER OPTIC

TREE LINE

CONSTRUCTION LIMITS

EXCAVATION, EARTH

UTILITY REMOVAL

B-10

B-9

P.O

.E. S

TA 1

0+27


Menominee, MI 49858

GEI Project 1501490

DWG. NO.


Designed:

Drawn:



Attention:

04/03/2014


BP.E. No.:

Approved:

Submittal Date:

0 1"

---- \\mqt1s-fs01\Project\Menominee City_of_\1501490_11th_Street_Reconstruction\CAD\Sheets\PLTS-06-Removal Plan.dwg - 1/21/2015

01/30/15


MI 54921

G. MEISTER

C. RICHARDSON

S. BECKMAN


(906)451-4021


S. BECKMAN 06REMOVAL PLAN

STA 3+94 (POE) TOSTA 10+00 (REMOVAL LIMITS)

0

SCALE:

20' 40'

1" = 20'

MA

TCH

LIN

E S

TA 7

+00

SE

E U

PP

ER

RIG

HT

SH

EE

T

MA

TCH

LIN

E S

TA 7

+00

SE

E L

OW

ER

LE

FT T

HIS

SH

EE

T

REMOVAL NOTES:1. SEE SHEET 02 TYPICAL CROSS SECTIONS FOR DEPTH OF EXCAVATION, EARTH.

EXCAVATION LIMITS SHOWN ON THIS SHEET ARE APPROXIMATE AND TO BE USED FORESTIMATING PURPOSES ONLY. ACTUAL LIMITS SHALL BE DETERMINED BY THE ENGINEERIN THE FIELD AND QUANTITY PAID SHALL BE AS MEASURED IN THE FIELD.

2. SUBGRADE UNDERCUTTING, TYPE II AND GEOTEXTILE, STABILIZATION ARE TO BE USEDAS DIRECTED BY THE ENGINEER IN THE FIELD. QUANTITIES LISTED IN THE CONTRACTARE TO BE USED FOR BIDDING PURPOSES ONLY. QUANTITY PAID SHALL BE ASMEASURED IN THE FIELD.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL UTILITYRELOCATIONS ASSOCIATED WITH THIS PROJECT.

4. CULVERT END SECTION REMOVAL INCLUSIVE TO CULV, REM, LESS THAN 24" PAY ITEM.11th STREET

11th STREET

34th

AV

EN

UE

PROTECT EX LIGHT POLE

P.O

.B. S

TA 3

+94

RE

MO

VA

L LI

MIT

S S

TA 1

0+00

MISC QUANTITIES THIS SHEETPAY ITEM QUANTITY UNIT

SUBGRADE UNDERCUTTING, TYPE II 150 CYD

GEOTEXTILE, STABILIZATION 450 SYD

CAUTION! UNDERGROUNDFIBER COMMUNICATIONS

STA 10+00SAWCUT NEAT LINE INCLUSIVE

TO PAYMENT FOR PAVT, REM

1 EA CULV, REM, LESS THAN 24 INCH



STA 7+00 TO STA 10+00870 SYD PAVT, REM

STA 6+55 TO STA 7+00115 SYD PAVT, REM

HYDRANT TO BE REPLACED BYTHE CITY PRIOR TO THIS PROJECT

APPROXIMATE LIMITS OFEXCAVATION, EARTH (TYP)

APPROXIMATE LIMITS OFEXCAVATION, EARTH (TYP)

RELOCATE EXISTING UTILITY POLE,CONTRACTOR TO COORDINATEWITH ELECTRIC UTILITY COMPANY

RELOCATE EXISTING GUY POLE,CONTRACTOR TO COORDINATEWITH ELECTRIC UTILITY COMPANY

RELOCATE EXISTING UTILITY POLE,CONTRACTOR TO COORDINATE

WITH ELECTRIC UTILITY COMPANY

RELOCATE EXISTING UTILITY POLE,CONTRACTOR TO COORDINATE

WITH ELECTRIC UTILITY COMPANY


MISS DIG

(TOLL-FREE)

(3 WORKING DAYS)

QUANTITIES THIS SHEETPAY ITEM QUANTITY UNIT

CULV, REM, LESS THAN 24 INCH 3 EAPAVT, REM 985 SYDEXCAVATION, EARTH 1000 CYD


STA

3+9

4E

LEV

= 5

87.8

11

575

580

585

590

595

3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00

-3.54%

PVI STA: 4+50.00PVI ELEV: 585.83

K: 26.00LVC: 96.75

BV

CS

: 4+0

1.62

BV

CE

: 587

.54

EV

CS

: 4+9

8.38

EV

CE

: 585

.92LOW PT. STA: 4+93.55

LOW PT ELEV: 585.92

P.O

.B.

EX GRADE

PROPOSED FINISHED GRADE AT

0.19%

588.

24

587.

65

587.

598

586.

80

586.

281

586.

15

585.

923

586.

26

586.

016

586.

37

586.

109

586.

73

586.

202

587.

04

586.

294

EX

ISTI

NG

GR

AD

EP

RO

PO

SE

D G

RA

DE

CULV, CL A, 18 INCH

℄

575

580

585

590

595

EX

ISTI

NG

GR

AD

EP

RO

PO

SE

D G

RA

DE


Menominee, MI 49858

GEI Project 1501490

DWG. NO.


Designed:

Drawn:



Attention:

04/03/2014


BP.E. No.:

Approved:

Submittal Date:

0 1"

---- \\mqt1s-fs01\Project\Menominee City_of_\1501490_11th_Street_Reconstruction\CAD\Sheets\PLTS-07-Plan&Profile.dwg - 1/21/2015

01/30/15


MI 54921

G. MEISTER

C. RICHARDSON

S. BECKMAN


(906)451-4021


S. BECKMAN

PLAN AND PROFILESTA 3+94 (POB) TO STA 7+00

07

0

SCALE:

20' 40'

1" = 20'

MA

TCH

LIN

E S

TA 7

+00

SE

E S

HE

ET

08

11th STREET


CULV, CL A, 18 INCH 54 FT

CULV END SECT, 18 INCH 2 EA

PAVED DITCH, CONC 144 SYD

AGGREGATE BASE 642 TON

HMA, LVSP 293 TON

DRIVEWAY, NONREINF CONC, 6 INCH 195 SYD

CEMENT 1.5 TON

CURB AND GUTTER, CONC, DET F2 251 FT

DRIVEWAY OPENING, CONC, DET M 259 FT

SUBBASE, CIP 545 CYD

UNDERDRAIN, SUBBASE, 6 INCH 588 FT

SPILLWAY, CONC 12 FT

SHOULDER GUTTER, CONC 2 EA

EROSION CONTROL, SEDIMENT TRAP 1 EA

P.O

.B. S

TA 3

+94 INV GUTTER PAN 585.03 FT

INV GUTTER PAN 585.03 FT

MISS DIG

(TOLL-FREE)

(3 WORKING DAYS)

STA 4+0654 FT CULV, CL A, 18 INCH AND2 EA CULV END SECT, 18 INCH

STA 4+04 TO STA 4+9172 SYD PAVED DITCH, CONC

STA 4+04 TO STA 4+9172 SYD PAVED DITCH, CONC

STA 3+94 TO STA 4+1456 TONS AGGREGATE SURFACE

COURSE, PAID AS AGGREGATE BASE

NOTES:1. SEE SHEET 04 FOR SLOPE RESTORATION QUANTITIES.2. ALL CURB ALONG DRIVEWAY RADII SHALL BE MOUNTABLE.

PAID AS DRIVEWAY OPENING, CONC, DET M.

STA 4+946 FT SPILLWAY, CONC AND 1 EASHOULDER GUTTER, CONC

STA 4+946 FT SPILLWAY, CONC AND 1 EASHOULDER GUTTER, CONC

STA 5+58 TO STA 7+00142 FT CURB AND GUTTER, CONC, DETF2 AND 5 TON AGGREGATE BASE





STA 5+3464 SYD DRIVEWAY, NONREINF CONC, 6 INCHAND 82 FT DRIVEWAY OPENING, CONC, DET MAND 14 TON AGGREGATE BASE



STA 4+14 TO STA 7+00293 TON HMA, LVSP AND 533 TONS AGGREGATE BASE

CULV INV 584.00 FT FLO

W

GRADE FOR POSITIVE DRAINAGE FROMCONC LINED CHANNEL TO EX DITCH

CULV INV 584.30 FT

GRADE FOR POSITIVE DRAINAGE FROMCONC LINED CHANNEL TO CULV INV

1 EA EROSION CONTROL, SEDIMENT TRAPSTANG ENTERPRISES

STA

9+5

0E

LEV

= 5

86.7

58

STA

10+

00E

LEV

= 5

87.4

78

575

580

585

590

595

7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50

0.19%

1.44%

PA

VIN

G L

IMIT

S

EX GRADE

PROPOSED FINISHED GRADE AT

APPROXIMATE LIMITS OF EXCAVATION

587.

04

586.

294

587.

02

586.

387

587.

18

586.

480

587.

24

586.

573

587.

30

586.

665

587.

46

586.

758

587.

48

587.

478

587.

74

587.

82

P.O

.E. S

TATI

ON

10+

27

EX

ISTI

NG

GR

AD

EP

RO

PO

SE

D G

RA

DE

℄

575

580

585

590

595

EX

ISTI

NG

GR

AD

EP

RO

PO

SE

D G

RA

DE


Menominee, MI 49858

GEI Project 1501490

DWG. NO.


Designed:

Drawn:



Attention:

04/03/2014


BP.E. No.:

Approved:

Submittal Date:

0 1"

---- \\mqt1s-fs01\Project\Menominee City_of_\1501490_11th_Street_Reconstruction\CAD\Sheets\PLTS-07-Plan&Profile.dwg - 1/21/2015

01/30/15


MI 54921

G. MEISTER

C. RICHARDSON

S. BECKMAN


(906)451-4021


S. BECKMAN 08PLAN AND PROFILE

STA 7+00 TO STA 10+27 (POE)

0

SCALE:

20' 40'

1" = 20'

MA

TCH

LIN

E S

TA 7

+00

SE

E S

HE

ET

07

11th STREET

34th

AV

EN

UE

CAUTION! UNDERGROUNDFIBER COMMUNICATIONS

P.O

.E. S

TA 1

0+27

PA

VIN

G L

IMIT

S S

TA 1

0+00

MISS DIG

(TOLL-FREE)

(3 WORKING DAYS)


AGGREGATE BASE 594 TON

HMA, LVSP 307 TON

DRIVEWAY, NONREINF CONC, 6 INCH 55 SYD

CEMENT 0.5 TON

CURB AND GUTTER, CONC, DET F2 558 FT

DRIVEWAY OPENING, CONC, DET M 116 FT

SUBBASE, CIP 535 CYD

YARD DRAIN 1 EA

UNDERDRAIN, SUBBASE, 6 INCH 600 FT

EROSION CONTROL, INLET PROTECTION, FABRIC DROP 1 EA

WATER MAIN INSULATION 250 FT

STA 8+13 TO STA 10+00187 FT CURB AND GUTTER, CONC, DETF2 AND 7 TONS AGGREGATE BASE

STA 7+9531 SYD DRIVEWAY, NONREINF CONC, 6 INCHAND 60 FT DRIVEWAY OPENING, CONC, DET MAND 8 TONS AGGREGATE BASE

STA 7+581 EA YARD DRAIN AND 1 EAEROSION CONTROL, INLET

PROTECTION, FABRIC DROP

NOTES:1. SEE SHEET 04 FOR SLOPE RESTORATION QUANTITIES.2. ALL CURB ALONG DRIVEWAY RADII SHALL BE MOUNTABLE.

PAID AS DRIVEWAY OPENING, CONC, DET M.

STA 7+00 TO STA 10+00307 TON HMA, LVSP AND 560 TONS AGGREGATE BASE




STA 8+2024 SYD DRIVEWAY, NONREINF CONC, 6 INCH

AND 56 FT DRIVEWAY OPENING, CONC, DET MAND 5 TONS AGGREGATE BASE


LE JONES COMPANY

STA 7+50 TO STA 10+00250 FT WATER MAIN INSULATION,SEE DETAIL ON SHEET 04

575

580

585

590

595

575

580

585

590

595

3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50

CULV, CL A, 18 INCHINV 584.30 (LT) PROPOSED DITCH

BOTTOM (LT) @ 0.6%

ELEV 585.03

EX GRADE AT LT ROW

PROPOSED LT BOC ELEV

P.O

.E. S

TATI

ON

10+

27

PA

VIN

G L

IMIT

SS

TATI

ON

10+

00

P.O

.E. S

TATI

ON

3+9

4

575

580

585

590

595

575

580

585

590

595

3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50

CULV, CL A, 18 INCHINV 584.00 (RT) PROPOSED DITCH

BOTTOM (RT) @ 1.1%

ELEV 585.03

EX GRADE AT RT ROWPROPOSED RT BOC ELEV

P.O

.E. S

TATI

ON

10+

27

PA

VIN

G L

IMIT

SS

TATI

ON

10+

00

P.O

.E. S

TATI

ON

3+9

4


Menominee, MI 49858

GEI Project 1501490

DWG. NO.


Designed:

Drawn:



Attention:

04/03/2014


BP.E. No.:

Approved:

Submittal Date:

0 1"

---- \\mqt1s-fs01\Project\Menominee City_of_\1501490_11th_Street_Reconstruction\CAD\Sheets\PLTS-09-LT&RT Profiles.dwg - 3/17/2015

01/30/15


MI 54921

G. MEISTER

C. RICHARDSON

S. BECKMAN


(906)451-4021


S. BECKMAN

LEFT AND RIGHT PROFILESSTA 3+94 (P.O.B.) TOSTA 10+27 (P.O.E.)

090

SCALE:

30' 60'

1" = 30'

11th STREET RIGHT PROFILE

11th STREET LEFT PROFILE


Menominee, MI 49858

GEI Project 1501490

DWG. NO.


Designed:

Drawn:



Attention:

04/03/2014


BP.E. No.:

Approved:

Submittal Date:

0 1"

---- \\mqt1s-fs01\Project\Menominee City_of_\1501490_11th_Street_Reconstruction\CAD\Sheets\PLTS-10-Soil Borings.dwg - 3/17/2015

01/30/15


MI 54921

G. MEISTER

C. RICHARDSON

S. BECKMAN


(906)451-4021


S. BECKMAN

SOIL BORINGS

10

Documents

PLAN AND PROFILE OF PROPOSED 11th STREET …menomineemi.us/images/City_Engineer/20150403_11th... · c. richardson s. beckman 109 w. baraga avenue marquette, mi 49855 (906)451-4021