city of muskegon public works department muskegon … 91842 olthoff-sheri… · 700 w broadway...

SURVEY

AS-BUILT

CITY OF MUSKEGONOFFICE OF THE CITY ENGINEER

JAN 19

APPROVED

DRAWN

CHECKED

C. WIGGINS REVISION

REVISION

REVISION

SCALE SHEET NO. 1 OF 17NOT TO SCALE

PROJECT NO

OLTHOFF DRIVE

INDEX TO SHEETS

UTILITIES

NOTE:

REGISTRATION NUMBER

DIRECTOR OF PUBLIC WORKS

PREPARED UNDER THE SUPERVISION OF:

LEO EVANS, P.E.

55599

PROJECT LENGTH: 5190 FT = 0.98 MILES

TITLE SHEET1CROSS SECTION AND DETAIL SHEET

STA 6+00 OLTHOFF TO STA 11+00 OLTHOFF ROAD PLAN AND PROFILE

15

4

2

SHEET DESCRIPTION

OLTHOFF DRIVE AND SHERIDAN ROAD

COMMERCIAL

2039 FUTURE ADT 2039 COMMERCIAL

DESIGN SPEED

POSTED SPEED

10%

13,00010%

40MPH

40MPH

STANDARD PLANSTRAFFIC/SAFETY STANDARD PLANSWZD-100-A GROUND DRIVEN SIGN SUPPORTS FOR TEMPORARY SIGNSWZD-125-E TEMPORARY TRAFFIC CONTROL DEVICES

2019 PRESENT ADT 7,100

5

11

STA 2+75 OLTHOFF (P.O.B.) TO STA 6+00 OLTHOFF ROAD PLAN AND PROFILE

R-96-E SOIL EROSION & CONTROL MEASURES

R-30-G CONCRETE CURB AND CONCRETE CURB & GUTTER

PAVEMENT MARKING DETAIL

R-1-G DRAINAGE STRUCTURES


R-83-B UTILITY TRENCHES

FRUITPORT TWP.

KEATING AVE.

INDUS

TRIAL

BLVD

.

PORT C

ITY B

LVD.

LATIMER DR.

CENTER S

T.

WOODW

ARD S

T.

INTERW

OOD S

T.

BARBARA S

T.

EVANSTON AVE.

LAKETON AVE.

KEATING AVE.

SUN DOLPHIN RD.

HARRIS

DR.

OLTHOFF DR.

SHERID

AN R

D.

CRESTON A

VE,

ROUSE S

T.

KEATING AVE.

HARVEY S

T.

THERESA A

VE.

U.S

. 3

1

MERCY DR.

ROBERTS

SHERMAN BLVD.

CREE

K

SOUTH B

OUND

BLACK C

REEK R

D

E. PLAZA D

R

WEST

PLAZA D

R

ROBERTS S

T.

BARNEY AVE.

BIKE TRAIL

EVANSTON AVE.

LAKETON AVE.

HARVEY S

T.

U.S

. 3

1U.S

. 3

1

NORTH B

OUND

SHERMAN BLVD.

SHERID

AN R

D.

ROBERTS S

T.

PROJECT LOCATION

CITY OF MUSKEGON

PLAN AND PROFILE OF PROPOSED

CITY OF MUSKEGON

FROM BLACK CREEK ROAD TO EAST END

NOT TO SCALE

POB 2+75

12STA 1+70 SHERIDAN TO STA 5+50 SHERIDAN ROAD PLAN AND PROFILE



WATER & SEWERTELEPHONE

GAS

ELECTRIC CABLEMICHELLE ANREECONSUMERS ENERGY700 E STERNBERG ROADNORTON SHORES, MI 49441(231) 332-2601

DAVID B. FLERMOENFRONTIER COMMUNICATIONS860 TERRACE STREETMUSKEGON MI 49440(231) 727-1319

VINCENT DUCADTE ENERGY2359 OLTHOFF DRIVEMUSKEGON MI 49444(231) 578-0488 (CELL)

JIM STITZELCOMCAST700 W BROADWAY AVENUEMUSKEGON, MI 49441(810) 217-1642

DAVE BAKERCITY OF MUSKEGON DPW1350 E KEATING AVENUEMUSKEGON MI 49442(231) 724-4100

muskegon tsc

3

TRAFFIC CONTROL PLAN16

FIBER OPTICERICA FILKINSUS SIGNAL COMPANY, LLCERIC FILKINS210 IONIA AVE. SWGRAND RAPIDS, MI 49502(616) 233-7144

R-29-I DRIVEWAY OPENINGS & APPROACHES AND CONCRETE SIDEWALKS

R-7-F COVER B R-15-F COVER K

STANDARD PLANS INCLUDED IN PROPOSAL

0.98 MI OF HMA PAVEMENT RECONSTRUCTION INCLUDES HMASURFACE REMOVAL, AGGREGATE CONDITIONING, CONCRETE CURBAND GUTTER, HMA PAVING AND PAVEMENT MARKINGS ON OLTHOFFDRIVE FROM BLACK CREEK RD. TO EAST END. AND SHERIDAN ROADFROM OLTHOFF DR. NORTH TO CITY LIMITS IN THE CITY OFMUSKEGON, MUSKEGON COUNTY.

THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BEDONE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OFTRANSPORTATION 2012 STANDARD SPECIFICATIONS FORCONSTRUCTION AND THE 2011 MICHIGAN MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES. THESE IMPROVEMENTS HAVEBEEN DESIGNED IN ACCORDANCE WITH THE 2017 MDOT LAPGUIDELINES FOR GEOMETRICS.

OLTHOFF

POE 19+20SHERIDAN

ANDSHERIDAN ROAD

FROM OLTHOFF DRIVE NORTH TO CITY LIMITS

STA 15+50 SHERIDAN TO STA 19+20 (P.O.E.) SHERIDAN ROAD PLAN AND PROFILE

LITTLE

BLAC

K

LITTLE

BLACK

CREEK

STANDARD PLANS INCLUDED IN PROPOSAL

OLTHOFF DR. & SHERIDAN RD.

H-91842

PAVEMENT MARKING DETAIL17

CITY OF MUSKEGONPUBLIC WORKS DEPARTMENT1350 E. KEATING AVE.MUSKEGON MI 49442

THE CONTRACTOR SHALL SAW CUT ALL MEETS RELATIVE TO SIDEWALK OR PAVEMENTCONSTRUCTION UNLESS WAIVED BY THE ENGINEER. PAYMENT FOR SAW CUTTING SHALLBE INCLUDED IN THE PAYMENT FOR THE PAY ITEMS PAVT, REM, MODIFIED, CURB ANDGUTTER, REM, HMA SURFACE, REM AND SIDEWALK, REM. NO ADDITIONAL PAYMENT WILLALLOWED FOR SAW CUTTING.

PUBLIC UTILITIES OF ALL TYPES HAVE BEEN SHOWN ON THE PLAN USING AVAILABLEINFORMATION, BUT ARE NOT GUARANTEED AS ACCURATE, OR THAT UTILITIES OTHERTHAN THOSE SHOWN ARE NOT PRESENT. THE CONTRACTOR SHALL CALL MISS DIG 3WORKING DAYS (EXCLUDING SAT., SUN., AND HOLIDAYS) BEFORE DIGGING(1-800-482-7171).

GENERAL NOTES:

UPON REQUEST AND APPROVAL, THE CONTRACTOR MAY OBTAIN A WATER SUPPLY FROMTHE CITY OF MUSKEGON FIRE HYDRANTS AT NO COST, PROVIDED THAT THEY FOLLOWTHE CONDITIONS OF THE CITY WATER DEPARTMENT.

FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL CALL MISSDIG, 1-800-482-7171, A MINIMUM OF 3 WORKING DAYS EXCLUDING SATURDAYS, SUNDAYS,AND HOLIDAYS PRIOR TO EXCAVATING IN THE VICINITY OF ALL UTILITY LINES. ALLMISS DIG PARTICIPATING MEMBERS WILL THUS BE NOTIFIED, THIS DOES NOT RELIEVETHE CONTRACTOR THE RESPONSIBILITY OF NOTIFYING OWNERS WHO MAY NOT BE PARTOF THE MISS DIG ALERT SYSTEM.

EXISTING TRAFFIC CONTROL SIGNS THAT NEED TO BE REMOVED TO ALLOW THE

CONTRACTOR TO WORK WILL BE REMOVED BY THE CONTRACTOR AND STORED IN A

SAFE PLACE TO AVOID DAMAGE. THE CONTRACTOR SHALL THEN REINSTALL THE SIGNS

IN THEIR ORIGINAL LOCATION OR AS DIRECTED BY THE ENGINEER. REMOVAL AND

REPLACEMENT OF THE SIGNS WILL BE INCLUDED IN THE ITEM OF MINOR TRAF DEVICES.

SIGNS THAT ARE DAMAGED BY THE CONTRACTOR WILL BE REPLACED BY CITY FORCES,

AND THE CONTRACTOR WILL PAY THE CITY FOR THE COST OF REPLACEMENT.

THE CONTRACTOR SHALL PREVENT EROSION AND CONTROL SEDIMENTATION

ASSOCIATED WITH THE PROJECT. KEEP SEDIMENTATION WITHIN THE RIGHT OF WAY

AND OUT OF SURFACE WATERS, CONSTRUCT AND MAINTAIN TEMPORARY EROSION

AND SEDIMENTATION CONTROLS, CONTROLS TO INCLUDE EROSION CONTROL, INLET

PROTECTION, FABRIC DROPS, ON ALL INLET STRUCTURES, NEW AND EXISTING, AND

INSTALL TEMPORARY EROSION, SEDIMENTATION CONTROLS AS DIRECTED BY THE

ENGINEER. THE CONTRACTOR SHALL REMOVE ON A DAILY BASIS SOIL TRACKED

ONTO EXISTING PAVED ROADS, (VACUUM METHODS ARE PREFERRED BUT BROOM

SWEEPING IS ACCEPTABLE IF THE MATERIAL IS REMOVED) THE CONTRACTOR SHALL

INSPECT ALL SOIL EROSION / SEDIMENTATION CONTROL MEASURES ON A WEEKLY

BASIS OR AFTER EACH RAIN FALL EVENT, CLEAN REPAIR, OR REPLACE, AS NECESSARY,

TO ENSURE PROPER FUNCTION. ALL SOIL EROSION / SEDIMENTATION CONTROLS

SHALL REMAIN UNTIL ALL DISTURBED AREAS ARE STABILIZED. ALL SOIL EROSION /

SEDIMENTATION CONTROL, EXCEPT FOR THE EROSION CONTROL, INLET PROTECTION,

FABRIC DROP, SHALL BE INCLUDED WITH THE PAY ITEM PROJECT CLEAN UP NO OTHER

PAYMENT SHALL BE MADE.

IRRIGATION SYSTEMS AS MARKED OR STAKED, AND ARE DAMAGED THROUGH CARELESSWORK BY THE CONTRACTOR WILL BE REPAIRED BY THE CONTRACTOR AT NO COST TOTHE CITY OF MUSKEGON. THE CITY OF MUSKEGON WILL PAY FOR RELOCATION OFIRRIGATION SYSTEMS DUE TO WIDENING OF ROAD OR IN CONFLICT WITH THECONSTRUCTION OF UNDERGROUND WORK. PAYMENT WILL BE MADE BY A NEGOTIATEDUNIT PRICE THROUGH A CONTRACT MODIFICATION. IT SHALL BE AT THE ENGINEER'SDISCRETION AS TO WHAT IRRIGATION REPAIR AND/OR RELOCATION IS THE RESULT OFCARELESS WORK BY THE CONTRACTOR OR THAT WHICH NECESSARY TO THECONSTRUCTION OF ROAD OR UTILITY WORK.PAYMENT FOR IRRIGATION WORK WE BENONPARTICIPATING AND 100% FUNDED BY THE CITY OF MUSKEGON.

PAYMENT FOR GRADING AND COMPACTING FOR PROPOSED CURB AND GUTTER, CONC, DETF4 AND HAND PATCHING SHALL BE INCLUDED IN PAYMENT FOR THE PAY ITEMS CURBAND GUTTER, CONCRETE, DET F4 AND HAND PATCHING.

1.

3.

4.

5.

6.

7.

8.

2.

STA 20+50 OLTHOFF TO STA 25+50 OLTHOFF ROAD PLAN AND PROFILE78

STA 15+50 OLTHOFF TO 20+50 OLTHOFF ROAD PLAN AND PROFILE


6

STA 30+50 OLTHOFF TO STA 35+50 OLTHOFF ROAD PLAN AND PROFILE910 STA 35+50 OLTHOFF TO STA 37+12 OLTHOFF ROAD PLAN AND PROFILE

EX ROADL

C

L

P

TYPICAL EXISTING CROSS SECTIONS

NOT TO SCALE

33'

ROW 66'

STATION 2+75 TO 37+00 OLTHOFF

EX. AGGREGATE BASE 8"

EX. HMA 3"

EX. CONC CURB AND GUTTER (TO REMAIN IN PLACE EXCEPTWHERE NOTED FOR REMOVAL ON PLANS) BOTH SIDES

33' EM TO EM

HMA SURFACE, REM

L

P

E

X

S

L

O

P

E

2

%

E

X

S

LO

PE

2

%

2 17


REVISION

REVISION

REVISIONFEB 19C WIGGINS

APPROVED

CHECKED

DRAWN

AS-BUILT

OFSHEET NO

PROJECT NO

SCALE

SURVEY H-91842none

cross section - detail sheet

OLTHOFF DRIVE AND SHERIDAN ROAD CROSS SECTION SHEET AND DETAIL SHEET

33'

2' 2'

CATCH BASIN CASTING EAST JORDAN #7045 OR EQUAL

DRAINAGE STRUCTURE COVERS

33

3

TYPE A - SOLID COVER

MANHOLE CASTING EAST JORDAN #1045 OR EQUAL

330# 10890#

490# 1470#

QUANTITY

CASTING DESCRIPTION

UNIT TOTAL

WEIGHTWEIGHT

14.5'

EX ROADL

C

L

P

TYPICAL PROPOSED CROSS SECTIONS

NOT TO SCALE

33'

ROW 66'

EX. AGGREGATE BASE 5"EX. CONC CURB AND GUTTER (TO REMAIN IN PLACEEXCEPT WHERE NOTED FOR REMOVAL ON PLANS) BOTH SIDES

33' EM TO EM

L

P

33'

2'

EXISTING GRASS

2'

14.5'

MACHINE GRADING, MODIFIED NOTE STA 14+21 TO 15+48 OLTHOFF:MACHINE GRADING, MODIFIED WILL BE PAID FOR PREPARING THE SUBGRADEFOR 6 INCHES OF AGGREGATE BASE IN THE TRENCHES RESULTING FROMTHE PLACEMENT OF THE CATCH BASINS AND SEWER IN THE OLTHOFF &SHERIDAN INTERSECTION. IN ADDITION MACHINE GRADING SHALL COVERTHE COST OF GRADING THE AREA BETWEEN THE OLD CURB AND GUTTERAND THE PROPOSED CURB AND GUTTER FOR 6 INCHES OF AGGREGATE.ALL ACCESS EXCAVATION WILL BE REMOVED FROM THE JOB SITE ANDBECOME PROPERTY OF THE CONTRACTOR. PAYMENT FOR REMOVING THEEXCAVATION, COMPACTING SUBGRADE, SHAPING SUBGRADE TO PROPOSEDCROSS SECTION AND REMOVING EXCESS MATERIAL WILL BE INCLUDED INTHE PAYMENT FOR MACHINE GRADING, MODIFIED PAY ITEM.

AGGREGATE BASE CONDITIONING LIMITS

RATEHMA MIXPERFORMANCE

GRADE

OLTHOFF DR. AND SHERIDAN RD. HMA APPLICATION

HMA, 4E3 (TOP COURSE) 220# / SYD 70-28(P)

HMA BOND COAT, SS-1H, AT 0.05 GAL/SY, SHALL BE PLACED BETWEENEACH LIFT THE COST IS INCLUDED WITH THE HMA, 4E3 PAY ITEM.

2 INCH-1 LIFT AWI 260, MIN

HMA, 4E3 (LEVEL COURSE) 220# / SYD 64-28 2 INCH-1 LIFT

TOP SHALL BE IN ACCORDANCE

WITH THE MDOT STANDARD PLANS

R-1-F (PRECAST REINFORCED

CONCRETE FLAT SLAB TOP)

CATCH BASIN CASTING EAST

JORDAN #7045

4" PEA GRAVEL BASE REQUIRED

CONCRETE

FOOTING

GRADE 'B'

PRECAST

CONCRETE

(ASTM C-478)

PLAN

PIPE PER

JOINTS SHALL BE

RUBBER O-RING

GASKETS

48" DIA

6"

CATCH BASIN SPECIAL DETAIL

MIN 6" ADJUSTMENT

6"

MIN 24"

12" 12"3' 8"

NO SCALE

4' MIN

4' MIN

2" HMA, 4E3, TOP COURSE

2" HMA, 4E3, LEVELING COURSE

SAW CUT EDGES FULL DEPTH

24"

EXISTING PRECAST CONCOR BRICK STRUCTURE

WHERE CALLED FOR ON PLANS "DRAINAGESTRUCTURE, ADDITIONAL DEPTH, ADJUST,MODIFIED" IS EQUAL TO OR EXCEEDS 2' THECONTRACTOR WILL USE PRECASTECCENTRIC CONE SECTIONS CONFORMINGTO ASTM C-478.

6" MIN

PLACE 8" THICK PNC CONCRETE AROUNDTHE ADJUSTED CASTING STRUCK OFF 2"BELOW HMA, 4E3 LEVELING COURSE. AFTER24 HRS OF CURE TIME AND BEFORE HMA, 4E3TOP COURSE IS PLACED PLACE 2" OF COMPACTEDHMA, 4E3 OVER THE CONCRETE BASE FLUSH WITHTHE HMA, 4E3 LEVELING COURSE. THISWORK INCLUDED IN THE PAY ITEM "DRSTRUCTURE COVER, ADJUST, CASE 1, MODIFIED

DRAINAGE STRUCTURE COVER EAST JORDAN#1045 OR EQUAL TYPICAL

48" TYP.

18"

LINE UP STEPS

8" THICK PNC CONCRETE, STRIKEOFF 2 INCHES BELOW HMA LEVELING COURSE.

6" AGGREGATE BASE

DRAINAGE STRUCTURE COVER, ADJUST DETAIL

PLACE 2 INCHES OF HMA, 4E3 OVER8 INCH CONCRETE BASE FLUSHWITH HMA, 4E3 LEVELING COURSE

NOTE:ADJUSTMENT OF MANHOLES SPECIAL DETAILWILL BE INCLUDED IN THE COST OF THE NEWMANHOLE. ADJUSTMENT OF THE NEW MANHOLESWILL BE DONE IN ACCORDANCE WITH DRAINAGESTRUCTURE COVER, ADJUST DETAIL.

WATER VALVE BOX ANDCOVER, COMPLETE DETAIL

2' MIN water

2' MIN

8" THICK PNC CONCRETE, STRIKEOFF 2" BELOW HMA LEVELING COURSE.

2" HMA 4E3, TOP COURSE

2" HMA 4E3, LEVELING COURSE

PLACE BONNET ON 4 EQUALLYSPACED CONC BRICKS

PLACE 8" THICK PNC CONCRETE AROUNDTHE ADJUSTED CASTING STRUCK OFF 2"BELOW HMA, 4E3 LEVELING COURSE. AFTER24 HRS OF CURE TIME AND BEFORE HMA, 4E3TOP COURSE IS PLACED, PLACE 2" OF COMPACTEDHMA, 4E3 OVER THE CONCRETE BASE FLUSH WITHTHE HMA, 4E3 LEVELING COURSE. THISWORK INCLUDED IN THE PAY ITEM "WATER VALVEBOX AND COVER, COMPLETE.

6" AGGREGATE BASE

PLACE 2 INCHES OF HMA, 4E3 OVER8 INCH CONCRETE BASE FLUSHWITH HMA, 4E3 LEVELING COURSE

SAW CUT EDGES

PROP 2" HMA, 4E3 TOP COURSEPROP 2" HMA, 4E3 LEVELING COURSE

P

R

O

P

S

LO

P

E

2

%

PR

O

P S

LO

PE 2%

PROP 2" HMA, 4E3 BASE COURSE

HMA, 4E3 (BASE COURSE) 220# / SYD 58-22 2 INCH-1 LIFT

2" HMA, 4E3,BASE COURSE

2" HMA 4E3, BASE COURSE

3"

AGGREGATE BASE, CONDITIONING(REMOVAL OF APPROXIMATELY 3INCHES OF THE EXISTING AGGREGATEINCLUDED IN THIS PAY ITEM.)

AGGREGATE BASE, CONDITIONING LIMITS

AND

STATION 1+70 TO 19+20 SHERIDAN

STATION 2+75 TO 37+00 OLTHOFF

AND

STATION 1+70 TO 19+20 SHERIDAN


AGGREGATE BASE, CONDITIONING NOTE:THE REMOVAL OF APPROXIMATELY 3 INCHES OF THE EXISTING AGGREGATEBASE WILL BE INCLUDED IN THE PAY ITEM AGGREGATE BASE, CONDITIONING.ALL EXCESS AGGREGATE PRODUCED WHILE PERFORMING THE WORKAGGREGATE BASE, CONDITIONING WILL BE REMOVED FROM THE JOB SITEAND BECOME PROPERTY OF THE CONTRACTOR. PAYMENT FOR REMOVINGEXCESS AGGREGATE, COMPACTING THE REMAINING AGGREGATE ANDSHAPING AGGREGATE TO PROPOSED CROSS SECTION WILL BE INCLUDEDIN THE PAYMENT FOR AGGREGATE BASE, CONDITIONING PAY ITEM.

MISCELLANEOUS PAY ITEMS

HMA - (2.75")

SAND- COMPACT BROWNFINE

END OF BORINGGROUND WATER 10'

0.3'

0.9'

10'

STA 10+85-14' LT

BORING NO 1CL

GRAVEL - NATURAL (7.5")

HMA - (3.75")

SAND- SLIGHTLYCOMPACT BROWN FINE


0.3'

1.0'

10'

STA 11+60-13' RT

BORING NO 2CL

GRAVEL - NATURAL (8")

OLTHOFF OLTHOFFHMA - (3.25")

SAND- LOOSE BROWNFINE

END OF BORING

GROUND WATER 7.5'

0.3'

0.9'

10'

STA 8+60-14' RT

BORING NO 5CL


SHERIDANHMA - (3.5")

SAND- COMPACT BROWNFINE TRACE GRAVEL

0.3'

1.0'

10'

STA 14+35-5' LT

BORING NO 6CL


SHERIDAN

3.5'



7.5'GROUND WATER 8'8'

END OF BORING

7'

8.5'


SAND- LOOSE BROWNFINE

PAVEMENT AND SOIL BORINGS

EXISTING GRASS (BOTH SIDES)

10 FT DR STRUCTURE COVER, ADJ, ADD DEPTH, MODIFIED

HAND PATCHING 330# / SYD 64-28 3 INCH-2 LIFTS

HMA - (3")



0.3'

0.9'

10'

STA 21+34-8' RT

BORING NO 3CL


OLTHOFFHMA - (3.25")

END OF BORINGNO GROUND WATER

0.3'

1.0'

10'

STA 32+47-16' LT

BORING NO 4CL


OLTHOFF


DETAIL FOR COVER B

M

U

S

K

E

G

O

N

WE

S

T

M

I

C

H

I

G

A

N

'

S

S

H

O

R

E

L

I

N

E

C

I

TY

1 1/2"

(2) CLOSED

PICKHOLES

CUSTOM LOGO

3/4" LETTERS

(RECESSED FLUSH)

1 1/2" LETTERS

(RECESSED FLUSH)

1040 A LOGO MANHOLE COVER

26" DIA

13/16"

1 1/2"

21 1/2" DIA

COVER SECTION

TYPICAL DRIVE APPROACH DETAIL

EXIST DRIVE

EXIST SIDEWALK

5'

CONST JOINT

CONC PAVT

CURB

TERRACE

12' MINIMUM

WALKEXIST

DRIVEWAY, NONREINF, CONC,

8 INCH, MODIFIED

1/2" EXPANSION PAD

SIDEWALK

OF CONCRETE AT GUTTER

8" DRIVE APPROACH

THICKEN EDGE OF DRIVEAPPROACH TO FULL DEPTH

18"

8"

CONCPAVT

1/2" EXPANSION PAD

6.5'

10' MAX

5'5'

NO SCALE

2% SLOPE MAX

10% SLOPE MAX

EX 8

" SAN

OLTHOFF DRIVE

BLACK CREEK RD

EX 24" STMEX 24" STM

EX 12" SAN

EX 12" STM

EX 3

6" STORM

MH

WV

EX 24" W.M.

APPROX ELEC

APPROX US SIGNAL

APPROX FRONTIER COMMS

EX 4" GASEX 3" GAS

EX 24" W.M.

MH

EX 12" SANITARY

MH

EX 12" W

ATERMAIN

EX 24" STORM

WV

WV

HYD

GAS B

OX

TEL B

OX

TEL B

OX

WV

WV

HYD

WV

mbo

x

WV

mbo

x

cb cb

MH

cb

cbcb

EX 24" STORM

EX 12" STORM

MH

EX 12"

ST

MH

MH

MH

TEL B

OX

TEL B

OX

1+00

2+00

3+00

4+00

5+00

EX 24" W.M.

elec

elec

GV

lp

TEL B

0X

mbo

x

Address: 2246 OLTHOFF DRMUSKEGON, MI 49444Owned By: RWD PROPERTY LLC

Address: 2225 OLTHOFF DRMUSKEGON, MI 49444Owned By: STATE OF MICHIGAN(MDOT)

APPROX US SIGNAL


elec

elec

elec

elec

TR 12"

TR 12"

TR 12"

TR 15"

LIN

EMATCH

6+00

1+00

634

EX E

M 6

30.7

2

1+50 2+00 3+002+50 3+50 4+00 5+004+50 5+50

630

632

630

6+00

628

632

RIG

HT

LEFT

2+001+00 1+50 2+50 3+00 4+503+50 4+00 5+00 5+50

6+00

630

632

630

632

628

EX E

M 6

30.0

0

EX E

M 6

29.8

5

EX E

M 6

30.2

5

EX E

M 6

30.17

EX E

M 6

30.3

7

EX E

M 6

30.5

9

EX E

M 6

31.05

EX E

M 6

30.8

5

EX C

B 6

29.8

5

1+78

EX E

M 6

30.6

0

EX E

M 6

29.8

5

EX C

B 6

29.7

5

1+65

EX E

M 6

30.15

EX E

M 6

30.0

0

EX E

M 6

30.4

5

EX E

M 6

30.3

0

EX E

M 6

30.9

0

EX E

M 6

30.7

0

EX E

M 6

31.04

10' UTIL

ITY E

ASEMENT

10' UTIL

ITY E

ASEMENT

37' BC-B

C

66' ROW

BENCH MARK ELEV. 631.14FLANGE BOLT ON HYDRANTUNDER E IN EJIW NE CORNEROLTHOFF & BLACK CREEK

ACTUAL UTILITIES FLAGGED IN FIELD

HMA DR

STA 3+95 LT & 4+13 LT2 EA WATER VALVE BOX AND COVER, COMPLETE

STA 2+86 LT1 EA WATER VALVE BOX AND COVER, COMPLETE

STA 2+85 LT1 EA DR STRUCTURE COVER, ADJ, CASE 1, MODIFIED1 EA DR STRUCTURE COVER, TYPE B, MODIFIED



CONC DR

DR STRUCTURE COVER, ADJ, CASE 1, MODIFIED

HMA, 4E3

QUANTITIES THIS SHEET

EA

3

415

WATER VALVE BOX AND COVER, COMPLETE EA

3

SYD

1200

HMA SURFACE, REMDR STRUCTURE COVER, TYPE B, MODIFIED

TON

EROSION CONTROL, INLET PROTECTION, FABRIC DROPEA

3

EA

3

AGGREGATE BASE, CONDITIONING3.3 STA

STA 1+67 LT, 1+77 RT & 1+80 RT3 EA EROSION CONTROL, INLET PROTECTION, FABRIC DROP

STA 2+75 TO 6+00 ADDITIONAL QUANTITIES THIS SHEET3.3 STA AGGREGATE BASE, CONDITIONING1200 SYD HMA SURFACE, REM280 TON HMA, 4E3

saw

MPH SIGN

EXISTING LT EDGE METAL PROFILE

EXISTING RT EDGE METAL PROFILE

EX 6

" W

M

2+75 P

OB

634

HAZARD

FLAMMABLE MATERIAL

HAZARD

HIGH VOLTAGE LINE

HAZARD

HIGH VOLTAGE LINE

ROW

ROWROW

ROW

= PAVEMENT, CURB & GUTTER,AND SIDEWALK REMOVAL

= NEW CONCRETE DRIVEWAYS, CURB & GUTTER & SIDEWALKS

= HMA SURFACE REMOVAL

C. WIGGINS H-91842SURVEY

AS-BUILT


JAN 19

APPROVED

DRAWN

CHECKED

REVISION

REVISION

REVISION

SCALE SHEET NO 4 OF 17PROJECT NO

STREET IMPROVEMENTS

1" = 20'


AutoCAD SHX Text

X

EX 12" SAN

EX 6

" SAN

EX 8

" SAN

EX 24" STM

EX 8

" STM

10" STM

10"

EX 8

" STM

cb

APPROX US SIGNAL


TEL B

0X

EX 24" STM

WV WV

WV

HYD

lp

MH

MH MH

MH

cb

WV

HYD

WV

6+00

7+00

8+00

9+00

10+00

EX 24" W.M.EX 24" W.M.

EX 24" W.M.

elec TEL B0X

IB

TRANS

mbo

x IB

TEL B

0X TEL B

0X

TRANS

SIG

N

SIG

N

lp

Address: 2360 OLTHOFF DRMUSKEGON, MI 49444Owned By: 2400 OLTHOFF DRIVE LLC

Address: 2291 OLTHOFF DRMUSKEGON, MI 49444Owned By: FOLKERT FOLKERT & HAVERKAMP LLC

APPROX ELEC


EX 3" GAS

EX 12" SAN

APPROX ELEC APPROX ELEC

TR 15"

TR 24"

TR 2

4"TR 15"

TR 6

"

TR 8

"

TR 8

"

TR 6

"

MATCH

LIN

E

EX 24" STM

11+00

C. WIGGINS

LIN

EMATCH

EX 3" GASOLTHOFF DRIVE

H-91842

RIG

HT

LEFT

PLAN AND PROFILE

SURVEY

AS-BUILT


JAN 19

APPROVED

DRAWN

CHECKED

REVISION

REVISION

REVISION


STREET IMPROVEMENTS

1" = 20'6+00 7+006+50 7+50 8+00 8+50 9+00 9+50 10+5010+00


11+00

7+006+00 6+50 8+007+50 9+008+50 9+50 10+00 10+50

630

632

630

628

634

632

632

630

630

628

634

632

EX E

M 6

31.15

EX C

B 6

30.4

6

8+42EX E

M 6

31.05

EX E

M 6

30.6

3

EX E

M 6

31.02

EX E

M 6

30.9

1

EX E

M 6

30.7

4

EX E

M 6

30.8

5

EX E

M 6

30.6

7

EX E

M 6

31.02

EX E

M 6

31.14

EX E

M 6

31.30

11+008+41

EX C

B 6

30.4

6

EX E

M 6

31.05

EX E

M 6

31.15

EX E

M 6

31.02

EX E

M 6

30.9

1

EX E

M 6

30.7

4

EX E

M 6

30.6

3

EX E

M 6

30.6

7

EX E

M 6

30.8

5

EX E

M 6

31.02

EX E

M 6

31.14

EX E

M 6

31.30



10' UTIL

ITY E

ASEMENT

10' UTIL

ITY E

ASEMENT

37' BC-B

C

66' ROW

BENCH MARK ELEV. 632.58FLANGE BOLT ON HYDRANTUNDER E IN EJIW 9+13 LT

CONC DR

CONC DR

STA 6+41, 6+45 LT, & 6+57 LT3 EA WATER VALVE BOX AND COVER, COMPLETE

STA 7+01 LT1 EA DR STRUCTURE COVER, ADJ, CASE 1, MODIFIED1 EA DR STRUCTURE COVER, TYPE B, MODIFIED STA 8+41 RT

1 EA DR STRUCTURE COVER, ADJ, CASE 1, MODIFIED1 EA DR STRUCTURE COVER, TYPE B, MODIFIED

STA 8+50 RT10 FT CURB AND GUTTER, REM1 EA EROSION CONTROL, FABRIC DROP10 FT CURB AND GUTTER, CONC, DET F41 EA DR STRUCTURE COVER, ADJ, CASE 1, MODIFIED1 EA DR STRUCTURE COVER, TYPE K, MODIFIED



CONC DR

STA 9+75 RT & 10+02 LT2 EA DR STRUCTURE COVER, ADJ, CASE 1, MODIFIED2 EA DR STRUCTURE COVER, TYPE B, MODIFIED

STA8+50 LT1 EA EROSION CONTROL, INLET PROTECTION, FABRIC DROP


HMA, 4E3


EA

EA

5

640


5

SYD

1850

HMA SURFACE, REM

DR STRUCTURE COVER, TYPE B, MODIFIED

TON

CURB AND GUTTER, REM FT

10

FT

10

CURB AND GUTTER, CONC, DET F4

EADR STRUCTURE COVER, TYPE K, MODIFIED


2

EA

1

4

AGGREGATE BASE, CONDITIONING5 STA

STA 6+00 TO 11+00 ADDITIONAL QUANTITIES THIS SHEET5 STA AGGREGATE BASE, CONDITIONING1850 SYD HMA SURFACE, REM640 TON HMA, 4E3

BORE #1

saw

EX 6

" W

M

HAZARD

FLAMMABLE MATERIAL

HAZARD

HIGH VOLTAGE LINE

HAZARD

HIGH VOLTAGE LINE

elec elec elec

elecelecelec

ROW

ROW

ROW

ROW

= PAVEMENT, CURB & GUTTER,AND SIDEWALK REMOVAL



EX 12" STM

WV

TR 15"

TR 2

4"

SHERIDAN DR

EX 12" SAN EX 12" SAN

EX 12" SAN

EX 6

" SAN

EX 6

" SAN

EX 24" STM

EX 10" STM

10" ST

M

10"

EX 12" STM

10"

EX 8

" STM

EX 12" SAN

EX 3" GAS

WV

MH

EX 24" W.M.

EX 18"

W.M

.

MH

HYD

WV

MH

EX 4" GAS

cb

WV

EX 24" W.M.

MH

MH

cb

cb

WV

WV

WV

13+00

MH

14+00

12+00

11+00

cb

15+00

HH

HYD

TEL B0XTEL B0X

TRANS

TRANS

TRANS

TRANS

TEL B0X

lp

SIG

N

mbo

x

HH

TEL B

0X

TEL B

0X

ELEC B

0X

lp

1+00


Address: 2359 OLTHOFF DRMUSKEGON, MI 49444Owned By: DTE ENERGY

APPROX ELECAPPROX ELEC

APPROX ELEC APPROX ELEC

TR 2

4"

TR 12"

TR 15"

TR 15"

TR 15"

DRAWN

1+70

LIN

EMATCH

LINEMATCH 1+70

EX 3" GAS

37' BC-B

C

EX 6

" GAS

APPROX FRONTIER COM

10' UTIL

ITY E

ASEMENT

10' UTIL

ITY E

ASEMENT

APPROX FRONTIER COM

APPROX US SIGNAL

ROWROW

ROWROW

37' BC TO BC

100' ROW

100' ROW

OLTHOFF DRIVE

13+50

RIG

HT

LEFT

PLAN AND PROFILE

SURVEY

AS-BUILT


JAN 19

APPROVED

REVISION

CHECKED

C. WIGGINS

REVISION

REVISION SHEET NO 5 OF 17SCALE

PROJECT NO

1" = 20'


STREET IMPROVEMENTS

11+00

H-91842

12+0011+50 12+50 13+00 14+0013+50 15+0114+38 16+00

11+00 11+50 12+00 12+50 13+00 14+5014+00 15+5015+00

16+00

632

630

630

628

634

632

632

630

632

630

628

634

EX C

B 6

30.4

6

EX E

M 6

30.6

0

EX E

M 6

30.7

4

EX E

M 6

30.9

1

EX E

M 6

30.5

9

EX E

M 6

30.7

8

EX E

M 6

31.14

EX E

M 6

31.04

EX E

M 6

31.30

EX E

M 6

30.9

5

EX E

M 6

31.00

= PAVEMENT, CURB & GUTTER,

14+68 15+31

EX C

B 6

30.3

5

EX E

M 6

30.6

0

EX E

M 6

30.7

4

EX E

M 6

30.6

0

EX E

M 6

30.9

1

EX E

M 6

31.04

EX E

M 6

31.14

EX E

M 6

31.30

EX E

M 6

30.9

5

EX C

B 6

30.3

0

EX E

M 6

30.8

3

EX E

M 6

31.00

66' ROW

AND SIDEWALK REMOVAL




14+21

PROP 45' RPROP 45' R

EX P

C

EX P

T

PROP P

C 6

30.3

5

PROP C

B 6

30.0

0

PROP C

B 6

30.2

0

MEET

15+50

PROP P

T 6

30.9

0

MEET

PROP P

C 6

30.3

0

MEET

PROP P

T 6

30.3

0MEET

STA 14+21 LT TO 15+48 LT2 EA DR STRUCTURE, REM, MODIFIED2 EA EROSION CONTROL, FABRIC DROP1 STA MACHINE GRADING, MODIFIED55 TON AGGREGATE BASE2 EA CATCH BASIN SPECIAL DETAIL2 EA DR STRUCTURE COVER, TYPE K, MODIFIED65 FT SEWER, CL E, 12 INCH, TR DET B65 FT VIDEO TAPPING SEWER AND CULV PIPE140 CURB AND GUTTER, REM140 CURB AND GUTTER, CONC, DET F480 SYD TOPSOIL SURFACE, FURN, 4 INCH80 SYD HYDROSEEDING



STA 14+90 LT, 14+93 LT, 14+96 LT & 14+99 LT4 EA WATER VALVE BOX AND COVER, COMPLETE


STA 13+91 RT1 EA DR STRUCTURE COVER, ADJ, CASE 1, MODIFIED1 EA DR STRUCTURE COVER, TYPE B, MODIFIED

STA 12+30 LT1 EA DR STRUCTURE COVER, ADJ, CASE 1, MODIFIED1 EA DR STRUCTURE COVER, TYPE B, MODIFIED2 EA DR STRUCTURE TAP, 12 INCH(PROP TC 630.5, PROP 12" TAP SW & NE 625.8)



STA 14+74 LT & 14+83 RT2 EA DR STRUCTURE COVER, ADJ, CASE 1, MODIFIED2 EA DR STRUCTURE COVER, TYPE B, MODIFIED

GRAD

ING LIMIT

GRADING LIMIT

CONC DR

CONC DR

STA 14+01 LT1 EA EROSION CONTROL, INLET PROTECTION, FABRIC DROP

STA 14+00 RT1 EA EROSION CONTROL, INLET PROTECTION, FABRIC DROP


15+50

BORE #2

saw

saw

saw

S SIGN

S SIGN

MPH SIGN

MPH SIGN

LIN

EMATCH

saw

woods line

woo

ds l

ine

EX 6

" W

M

EX 6

" W

M

HAZARD

FLAMMABLE MATERIAL

HAZARD

HIGH VOLTAGE LINE

HAZARD

HIGH VOLTAGE LINE

elec

elec

elec

elec

ROW

ROW


HMA, 4E3


EA

EA

6

660


7

SYD

1900HMA SURFACE, REM

DR STRUCTURE COVER, TYPE B, MODIFIED

TON

AGGREGATE BASE55 TON

STA1

MACHINE GRADING, MODIFIEDCURB AND GUTTER, REM FT

140

FT

140CURB AND GUTTER, CONC, DET F4TOPSOIL SURFACE, FURN, 4 INCH 80

SYD

HYDROSEEDING SYD80

EADR STRUCTURE COVER, TYPE K, MODIFIED


4

EA

FT

2

6

SEWER, CL E, 12 INCH, TR DET B

EA

FT

65

2

DR STRUCTURE TAP, 12 INCH

VIDEO TAPING SEWER AND CULV PIPEFT

65


DR STRUCTURE, REM, MODIFIEDEA

2

CATCH BASIN SPECIAL DETAIL2

EA

NOTE:ONE WAY TRAFFIC SHALL BE MAINTAINED DURINGTHE UNDERGROUND AND GRADING CONSTRUCTIONIN THE OLTHOFF DR. AND SHERIDAN RD. INTERSECTION.

OLTHOFF DRIVE

EX 18" STM

EX 12" SANEX 12" SAN

EX 18" STM

10" ST

M

10"

MH

EX 18" W.M.

APPROX ELEC

MH

cb

cbWV

WV

WV

HYD HYD

16+00

17+00

18+00

19+00

20+00

EX 18" W.M.

SIG

N MHmbo

x

Address: 2441 OLTHOFF DRMUSKEGON, MI 49444Owned By: LUFRAN LLC

APPROX US SIGNAL

SIG

N

15+50

LIN

EMATCH

woods line

woods line

lp


HH

elec

TRANS

TEL B0X

TR 18"

TR 18" T

R 18"

TR 2

4"

TR 2

4"

TR 2

4"

TR 2

4"

TR 18"

TR 18"lp

TRANS

EX 18" STM

SIG

N

SIG

N

SIG

N

SIG

N SIG

N

Address: 2600 OLTHOFF DRMUSKEGON, MI 49444Owned By: STATE OF MICHIGAN(STATE PRISON)

RIG

HT

LEFT

PLAN AND PROFILE

SURVEY

AS-BUILT


JAN 19

APPROVED

DRAWN

CHECKED

C. WIGGINS REVISION

REVISION

REVISION


1" = 20'

STREET IMPROVEMENTS


H-91842

15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+50 20+50

632

630

630

628

634

632

632

630

632

630

628

634


19+00

EX E

M 6

30.6

3

EX E

M 6

30.7

7

EX E

M 6

30.9

0

EX E

M 6

31.10



20+00

15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+5019+00 20+00

20+50

LIN

EMATCH

EX E

M 6

31.00

EX C

B 6

30.4

0

EX E

M 6

30.5

8

EX E

M 6

30.7

3

EX E

M 6

30.9

0

EX E

M 6

30.0

8

EX E

M 6

30.2

4

EX E

M 6

30.6

3

EX E

M 6

30.7

7

EX E

M 6

30.9

0

EX E

M 6

31.10

EX E

M 6

31.00

EX C

B 6

30.4

0

EX E

M 6

30.5

8

EX E

M 6

30.7

3

EX E

M 6

30.9

0

EX E

M 6

30.0

8

EX E

M 6

30.2

4

20+50



CONC DR






STA 18+00 RT & 18+00 lt2 EA EROSION CONTROL, INLET PROTECTION, FABRIC DROP

HAZARD

FLAMMABLE MATERIAL

HAZARD

HIGH VOLTAGE LINE

37' BC-B

C

10' UTIL

ITY E

ASEMENT

10' UTIL

ITY E

ASEMENT

66' ROW

ROW

ROW

ROW

ROW

APPROX FRONTIER COMAPPROX FRONTIER COM


HMA, 4E3


EA

EA

2

630


3

SYD

1830HMA SURFACE, REMDR STRUCTURE COVER, TYPE B, MODIFIED

TON

EROSION CONTROL, INLET PROTECTION, FABRIC DROPEA2

EA

2

AGGREGATE BASE, CONDITIONING 5

STA


EX 12" SAN

10"

EX 12" SAN

EX 15" STM EX 12" STM

10" STM

10" STM

10"

APPROX US SIGNAL


22+00

Address: 2611 OLTHOFF DRMUSKEGON, MI 49444Owned By: ALLIED WASTE SYSTEMS INC #489

MH

MH

MH

MH

cb

cbcb

cbWV

WV

HYD HYD

21+

00

23+00

24+00

25+00

EX 12" SAN

EX 18" W.M. EX 18" W.M.

mbo

x

IB

mbo

x lp

woods line

woods line

woods line

lp

HH

elec

HH

ELEC

TEL B

0X


TR 18"

TR 2

4"

TR 2

4"

SIG

N

SIG

N

SIG

N

SIG

N


PL

RIG

HT

LEFT

PLAN AND PROFILE

SURVEY

AS-BUILT


JAN 19

APPROVED

DRAWN

CHECKED

C. WIGGINS REVISION

REVISION

REVISION


1" = 20'

STREET IMPROVEMENTS


H-91842

20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+50 25+50

632

630

630

628

634

632

632

630

632

630

628

634


24+00

EX C

B 6

32.5

7

EX E

M 6

32.12

EX E

M 6

30.9

5

EX E

M 6

31.75

EX E

M 6

31.55

EX E

M 6

33.0

5



25+00

20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+50 25+5024+00 25+00

EX C

B 6

31.35

EX E

M 6

32.3

5

EX E

M 6

32.7

5

EX E

M 6

32.9

0

EX E

M 6

31.24

EX E

M 6

32.12

EX E

M 6

30.9

5

EX E

M 6

31.75

EX E

M 6

31.55

EX C

B 6

31.35

EX E

M 6

32.3

5

EX E

M 6

31.24

EX C

B 6

32.5

7

EX E

M 6

32.7

5

EX E

M 6

32.9

0

EX E

M 6

33.0

5

25+50



EX HMA

BORE #320+50

LIN

EMATCH

25+50

LIN

EMATCH






STA 21+00 RT & 21+00 LT2 EA EROSION CONTROL, INLET PROTECTION, FABRIC DROP



HMA, 4E3


EA

4

630


2

SYD

1830


TON


EA

4


STA

HAZARD

FLAMMABLE MATERIAL

HAZARD

HIGH VOLTAGE LINE

37' BC-B

C

10' UTIL

ITY E

ASEMENT

10' UTIL

ITY E

ASEMENT

66' ROW

ROW

ROW

ROW

ROW

APPROX FRONTIER COM


OLTHOFF DRIVE

EX 12" SAN

10" STM

EX 12" SAN

EX 12" STM

EX 12" STM

EX 12" STM

10"

EX 8

" SAN

EX 18" W.M.

APPROX ELEC

MH

MH

MH M

H

MH

cb

cbWV

WV

WV

WVWV

WV

HYD H

YD

26+00

27+00

28+

00

29+00

30+00

EX 18" W.M. EX 18" W.M.

cb

woods line woods linewoods line

woods line

lp

TRANS

ELEC B

OX

TEL B

OX

TRANS

PP


mbo

x

HH

ELEC

WV

mbo

x

HHHH

TEL

TEL

SIG

N

EX 12" STM

SIG

N

SIG

N

SIG

N


PL

RIG

HT

LEFT

PLAN AND PROFILE

SURVEY

AS-BUILT


JAN 19

APPROVED

DRAWN

CHECKED

C. WIGGINS REVISION

REVISION

REVISION


1" = 20'

STREET IMPROVEMENTS


H-91842

25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+50 30+50

636

634

634

632

638

636

634

634

632

636


29+00

EX E

M 6

34.0

0

EX C

B 6

33.8

2

EX E

M 6

33.6

3

EX E

M 6

33.4

8

EX E

M 6

33.3

3

EX E

M 6

33.2

0

EX E

M 6

33.0

5

EX E

M 6

34.6

2



30+00

636

638

EX E

M 6

34.3

0

EX E

M 6

34.13

EX E

M 6

34.4

7



EX E

M 6

34.0

0

EX C

B 6

33.8

2

EX E

M 6

33.6

3

EX E

M 6

33.4

8

EX E

M 6

33.3

3

EX E

M 6

33.2

0

EX E

M 6

33.0

5

EX E

M 6

34.6

2

EX E

M 6

34.3

0

EX E

M 6

34.13

EX E

M 6

34.4

7

25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+5029+00 30+00

EX HMA

EX HMA

25+50

LIN

EMATCH

30+50

LIN

EMATCH







EX 6

" W

M

EX 6

" W

M




HMA, 4E3


EA

5

630

WATER VALVE BOX AND COVER, COMPLETEEA6

SYD

1830


TON


EA

5


STA


HAZARD

FLAMMABLE MATERIAL

HAZARD

HIGH VOLTAGE LINE

37' BC-B

C

10' UTIL

ITY E

ASEMENT

10' UTIL

ITY E

ASEMENT

66' ROW

ROW

ROW

ROW

ROW

APPROX FRONTIER COM APPROX FRONTIER COM

= HMA SURFACE REMOVALOLTHOFF DRIVE

EX 12" SAN

EX 8

" SAN

EX 15" SAN

EX 8

" SAN

EX 12" STM

EX 12" STM

EX 12" STM

10" STM

10"

EX 4" GAS

34+00

MH

MH

MH

EX 12" STM

WV WV

cb

cb

HYD

EX 16" W.M.EX 16" W.M.

31+

00

32+00

33+00

35+00

EX 16" W.M.

lp


woods line

woods line woods line

woo

ds l

ine

woods lineGAS

mbo

x

SIG

N

IB

SIG

NSIG

N

SIG

N

SIG

N

SIG

N

SIG

N

SIG

N

SIG

N


RIG

HT

LEFT

PLAN AND PROFILE

SURVEY

AS-BUILT


JAN 19

APPROVED

DRAWN

CHECKED

C. WIGGINS REVISION

REVISION

REVISION


1" = 20'

STREET IMPROVEMENTS


H-91842

30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+50 35+50


34+00



EX E

M 6

34.7

8

EX E

M 6

34.9

5

EX E

M 6

35.12

EX E

M 6

35.2

5

EX E

M 6

34.4

0

EX E

M 6

35.5

2

EX E

M 6

35.6

8

EX E

M 6

35.8

2

EX E

M 6

36.0

8

35+00

EX E

M 6

35.9

8

636

634

634

632

638

636

634

634

632

636

636

638

EX E

M 6

34.6

2

EX E

M 6

34.7

8

EX E

M 6

34.9

5

EX E

M 6

35.12

EX E

M 6

35.2

5

EX E

M 6

34.4

0

EX E

M 6

35.5

2

EX E

M 6

35.6

8

EX E

M 6

35.8

2

EX E

M 6

36.0

8

EX E

M 6

35.9

8

EX E

M 6

34.6

2

30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+50 35+5034+00 35+00



35+50

EX HMA EX HMA

BORE #4

30+50

LIN

EMATCH

35+50

LIN

EMATCH








HMA, 4E3


EA

3

630

WATER VALVE BOX AND COVER, COMPLETEEA

2

SYD

1830


TON


EA

3


STA

HAZARD

FLAMMABLE MATERIAL

HAZARD

HIGH VOLTAGE LINE

37' BC-B

C

10' UTIL

ITY E

ASEMENT

10' UTIL

ITY E

ASEMENT

66' ROW

APPROX FRONTIER COM APPROX FRONTIER COM

ROW ROW

ROWROW

ROW


OLTHOFF DRIVE

AutoCAD SHX Text

X

10"

OLTHOFF DRIVE

EX 15" SAN

EX 12" STM

EX 15" STM

10" STM

EX 10" STM

EX 8

" SAN

EX 8

" SAN

EX 16" W.M.

EX 15" STM

MH

MH

MH

WVcb

cb

HYD

36+00

37+00

38+

00

woods line

woods

line

woods line


TR 18"

TR 18"

TR 18"

TR 18"

TR 18"

TR 6

"TR 6

" TR 10"

TR 15"

TR 12"

TR 8

"

TR 8

"TR 10"

TR 12"

TR 10"

TR 10"T

R 12"

TR 12"

TR 12"

TR 2

0"

TR 12"

TR 12"

TR 12"

TR 8

"

TR 8

"

TR 10"

TR 8

"

woods line

woo

ds l

ine

TR 18"

TR 18"

WV

WV

WV

EX 15" STM

39+00

40+00

cb

cb

MH

SIG

N

SIG

N

SIG

N

SIG

N

RIG

HT

LEFT

PLAN AND PROFILE

SURVEY

AS-BUILT


JAN 19

APPROVED

DRAWN

CHECKED

C. WIGGINS REVISION

REVISION

REVISION


1" = 20'

STREET IMPROVEMENTS


H-91842

15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+50 20+50

632

630

632

630

628

634

EX E

M 6

31.10


19+00

EX E

M 6

36.8

6

EX E

M 6

36.6

8

EX E

M 6

36.3

5





15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+5019+00

EX E

M 6

36.0

8

634

634

632

636

636

638

EX EM HP 637.17

EX EM 63

6.92

EX EM 63

6.66

EX EM 63

6.10

EX EM 63

6.10

EX EM 63

6.43

EX EM 63

6.85

EX 637

.25

PROP

638.05

LIN

EMATCH

35+50








HMA, 4E3


EA

2

500

WATER VALVE BOX AND COVER, COMPLETE

FT40

SYD

1450


TON


EA

2

AGGREGATE BASE, CONDITIONING 1.5

STA

37' BC-B

C

10' UTIL

ITY E

ASEMENT

10' UTIL

ITY E

ASEMENT

66' ROW

ROW


STA 37+00 RT40 FT CURB AND GUTTER, REM25 SYD DRIVEWAY, NONREINF CONC, 8 INCH, MODIFIED40 CURB AND GUTTER, CONC, DET F4

woo

ds l

ine

CURB AND GUTTER, REM

DRIVEWAY, NONREINF CONC, 8 INCH, MODIFIEDCURB AND GUTTER, CONC, DET F4

FT40

SYD

25

EA1

EX 12" SAN

EX 12" STM EX 12" STM

EX 10

" STM

10"

EX 12" SAN

EX 2

4" W

.M.

EX 18" W.M.

APPROX ELEC

APPROX U

S S

IGNAL

APPROX F

RONTIE

R C

OMMS

ACTUAL UTILITIES FLAGGED IN FIELD

EX 4

" GAS

EX 6" GAS

4+00

MH

MH

MH

WV

WV

WV

WV

WV

WV15+00

cbcb

MH

lp

IB

TEL B

0X

HYD

TRANS T

RANS

HH

IBHH

HHTEL B0X

lp

TEL B0X

1+00

2+00

3+00

5+00


APPROX ELEC

APPROX E

LEC

MH

TR 12"TR 15"

TR 15"

TR 15"

TR 15"

TR 24"

TR 15"LIN

EMATCH

5+50

1+70

LIN

EMATCH

EX 18"

W.M

.

EX E

M 6

31.10

DRAWN

632

EX E

M 6

30.7

0

RIG

HT

LEFT

PLAN AND PROFILE

SURVEY

AS-BUILT


JAN 19

APPROVED

C. WIGGINS

CHECKED

REVISION

REVISION

REVISION


1" = 20'

STREET IMPROVEMENTS


H-91842

0+50 1+00 1+48.5 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50

630

630

628

634

632

632

630

630

628

634

632

EX C

B 6

30.2

9

EX E

M 6

30.6

0

EX E

M 6

30.9

0

EX E

M 6

30.9

5

EX E

M 6

30.3

9

EX E

M 6

30..85


AND SIDEWALK REMOVAL= PAVEMENT, CURB & GUTTER,


EX E

M 6

30.6

0

1+00

EX E

M 6

30.6

0

EX C

B 6

30.2

7

EX E

M 6

30.7

5

EX E

M 6

31.17

EX E

M 6

30.8

0

EX E

M 6

30.6

5

EX E

M 6

31.05

EX E

M 6

31.15

EX E

M 6

30.4

8

EX E

M 6

31.07

EX E

M 6

30..85

EX E

M 6

30.9

0

EX E

M 6

31.22

4+67

4+67

1+18.5

1+18.50+50 2+501+48.5 2+00 3+00 3+50 4+00 4+50 5+00

5+50

4+67

STATION EQUATION14+83 OLTHOFF DR EQUALS 1+00 SHERIDAN RD

STA 14+90 LT, 14+93 LT, 14+96 LT & 14+99 LT4 EA WATER VALVE BOX AND COVER, COMPLETE

CONC DR

HMA DR

EX 6" GAS

EX 18" W.M.

OLTHOFF DRIVE


HMA, 4E3


450


2

SYD

1360HMA SURFACE, REMTON



MPH SIGN



HAZARD

FLAMMABLE MATERIAL

EX 6" GAS

HAZARD

HIGH VOLTAGE LINE

ROW

ROW


EX 12" SANEX 12" SAN

EX 4

" SAN

EX 12" STM

EX 10" S

TM

10"

10" STM

10"

HYD

WV

WV

WV

ELEC ELEC

cb

MH

cb

EX 12" STM

cbcb

MH

TR 12"

TR 12"

HH

TEL B0X

CONC WALL

SIG

N

lp

TRANS

ELEC BOX

SIG

N

7+00

6+00

8+00

9+00

MH


APPROX ELEC

ELEC

ELEC

TELEPHONE

ELEC

TELEPHONETELEPHONE TELEPHONE

TR 3

6"

TR 3

0"

TR 15"

TR 15"

TR 18"

TR 12"

LIN

EMATCH

MATCH

5+50

10+00

LIN

E



H-91842

634

632

EX E

M 6

30..85

EX E

M 6

30.6

3

EX E

M 6

31.15

RIG

HT

LEFT

PLAN AND PROFILE

SURVEY

AS-BUILT


JAN 19

APPROVED

DRAWN

CHECKED

C. WIGGINS REVISION

REVISION

REVISION


1" = 20'

STREET IMPROVEMENTS


5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00

632

630

630

628

634

632

632

630

630

EX E

M 6

30.8

5

628

EX E

M 6

30.6

3

EX E

M 6

30.5

7

EX E

M 6

31.15

EX E

M 6

30.7

0

EX E

M 6

31.60

EX C

B 6

31.34

EX E

M 6

30.9

3

EX E

M 6

30..85

5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00

EX E

M 6

30.8

5

EX E

M 6

30.7

0

EX E

M 6

30.3

3

EX E

M 6

30.5

7

EX E

M 6

31.60

EX C

B 6

31.34

EX E

M 6

30.9

3

EX C

B 6

30.3

4

BENCH MARK ELEV. 631.61FLANGE BOLT ON HYDRANTUNDER E IN EJIW 8+00 RT

CONC DR

HMA DR

CONC DR

HMA DR

STA 6+56 RT1 EA WATER VALVE BOX AND COVER, COMPLETE


STA 8+00 RT1 EA WATER VALVE BOX AND COVER, COMPLETE STA 9+80 RT

1 EA WATER VALVE BOX AND COVER, COMPLETE


EX 6" GASEX 6" GAS

EX 18" W.M.EX 18" W.M.


Address: 2325 S SHERIDAN RDMUSKEGON, MI 49444Owned By: MUSKEGON CASTINGS LLC






HMA, 4E3


EA

EA

2

570


3

SYD


TON


4

EA

2



BORE #3

10' UTIL

ITY E

ASEMENT

10' UTIL

ITY E

ASEMENT

37' BC-B

C

100' ROW

woods line

woods line woods line

woods line

woods line



HAZARD

FLAMMABLE MATERIAL

HAZARD

HIGH VOLTAGE LINE

ROW

ROW


EX 12" SAN EX 6" FM

EX 8" S

AN

EX 18" STM

EX 18" STM

EX 18" STM

APPROX ELEC

EX 6" GAS

TELEPHONE

WV

HYD

WV

TR 12"

IBlp

TRANS

TRANS

MH

MH

10+00

11+00

12+00 13+00

14+00


ELEC

TELEPHONETELEPHONETELEPHONE TELEPHONE

MH

TR 6

"

TR 12"

TR 8

"

TR 8

"

TR 2

4"

TR 15"

TR 10"

TR 10"

TR 15"

TR 10"

TR 8

"

TR 12"

TR 8

"

TR 15"

TR 18"

TR 15"

TR 12"

TR 12"

TR 10"

TR 10"

TR 6

"

TR 18"

TR 18"

TR 18"

TR 15"

TR 15"

TR 15"TR 15"

TR 15"

TR 15"

TR 15"

TR 15"

TR 12"

EX 12" W

.M.

LIN

E

LIN

E

MATCH

MATCH

15+00

EX 18" W.M.



630

EX E

M 6

32.7

5

EX E

M 6

32.5

5

RIG

HT

LEFT

10+00 12+0010+50 11+00 11+50 12+50 13+5013+00

632

14+00 14+50

630

630

628

634

632

632

630

628

634

632

EX E

M 6

30.8

5

EX E

M 6

30.6

3

EX E

M 6

31.15

EX E

M 6

30.5

7

EX E

M 6

30.7

0

EX E

M 6

31.60

EX E

M 6

30.9

3

EX E

M 6

32.6

0

EX E

M 6

32.4

7

EX E

M 6

32.9

5

EX E

M 6

32.2

0

EX E

M 6

32.0

5

EX E

M 6

31.90

EX E

M 6

32.8

0

EX C

B 6

30.3

4

15+00

PLAN AND PROFILE

SURVEY

AS-BUILT


JAN 19

APPROVED

DRAWN

CHECKED

C. WIGGINS REVISION

REVISION

REVISION


STREET IMPROVEMENTS

1" = 20'


H-9184210+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50

15+00

EX E

M 6

31.60

EX E

M 6

31.60

EX E

M 6

33.10

EX E

M 6

31.00

EX E

M 6

32.9

2

EX E

M 6

32.5

5

EX 18" W.M.

EX 6" GASEX 6" GAS

STA 11+01 RT1 EA WATER VALVE BOX AND COVER, COMPLETE



Address: 2259 S SHERIDAN RDMUSKEGON, MI 49442Owned By: PSC PROPERTY CO


HMA, 4E3


EA

EA

1

640


1

SYD


TON

EA

1


STA


lp

BORE #4

saw

10' UTIL

ITY E

ASEMENT

10' UTIL

ITY E

ASEMENT

37' BC-B

C

100' ROW

woods line

woods line



HAZARD

FLAMMABLE MATERIAL

HAZARD

HIGH VOLTAGE LINE

ROW

ROW

ROW

ROW


27"

EX 12" W

.M.

EX 18" S

TM

10"

EX 10" S

TM

EX 4

8" CMP

EX 4

8" CMP

LIT

TLE B

LACK C

REEK

EX 6

" FM

EX 12" W.M.

APPROX COMM FIBER

APPROX COMM FIBER

EX 6" GAS

EX 3" GAS

GVENT

EX 6

" GAS

TELEPHONE TELEPHONE

MH

cbcb

MH

WV

WV

WV

WV

HYD

HYD

WVEX 18" W.M.

EX 18" W.M.

FM

FM

meter

vault EX 18" W.M.

EX 18" W.M.

GV

GV

GV G

V

GAS

vault

EX 27" STM

15+00

16+00

17+00

18+00

19+00

TELEPHONE

TR 6

"

TR 8

"TR 8

"

TR 6

"

TR 10"

TR 12"

LIN

EMATCH

15+00



CITY OF MUSKEGON

H-9184219+00

EX E

M 6

32.5

5

15+00 15+50 17+50

EX E

M 6

31.90

RIG

HT

LEFT

15+00 15+50 16+00 16+50 17+00 17+50 18+02 18+50 19+00 19+50

632

630

630

EX E

M 6

32.0

5

EX E

M 6

32.0

0

628

634

632

EX E

M 6

32.4

5

EX E

M 6

32.3

0

630

632

EX E

M 6

32.4

0

630

628

634

632

EX E

M 6

31.90

EX E

M 6

32.0

5

EX E

M 6

32.8

0

EX E

M 6

32.2

0

EX E

M 6

32.3

0

EX E

M 6

32.4

5

EX E

M 6

32.4

0

EX C

B 6

31.70

PLAN AND PROFILE

SURVEY

AS-BUILT

OFFICE OF THE CITY ENGINEERJAN 19

CHECKED

APPROVED

DRAWN C. WIGGINS REVISION

REVISION

REVISION


1" = 20'

STREET IMPROVEMENTS


EX E

M 6

31.92

EX E

M 6

32.5

5

16+00 16+50 18+0217+00 18+50 19+50

EX E

M 6

32.2

0

EX E

M 6

32.10

EX C

B 6

31.70

BENCH MARK ELEV. 635.82FLANGE BOLT ON HYDRANTUNDER E IN EJIW 15+08 RT

18+25 CL1 EA MONUMENT PRESERVATION1 EA MONUMENT BOX

5'

2'

CIT

Y L

IMIT

SCIT

Y L

IMIT

S

CITY OF MUSKEGON MUSKEGON TOWNSHIP

STA 14+95 RT TO 15+75 RT90 CURB AND GUTTER, REM30 SYD HMA SURFACE, REM1 TON AGGREGATE BASE5 TON HAND PATCHING90 FT DRIVEWAY OPENING, CONC, DET M10 SYD TOPSOIL, FURN, 4 INCH10 SYD HYDROSEED


Address: 2185 S SHERIDAN DRMUSKEGON, MI 49442Owned By: CONSUMERS ENERGY

X X X X X X X

GRAVEL D

R

X X X X X X X


STA 18+02 RT1 EA EROSION CONTROL, INLET PROTECTION, FABRIC DROP STA 18+25 TO 19+25

200 FT EROSION CONTROL, SILT FENCE

HMA, 4E3


540

SYD

1550HMA SURFACE, REM

TON

CURB AND GUTTER, REM FT

90

TOPSOIL SURFACE, FURN, 4 INCH 10SYD

HYDROSEEDING SYD10


2

TON

5HAND PATCHING

DRIVEWAY OPENING, CONC, DET M FT

90


EROSION CONTROL, SILT FENCEFT

EA

EAMONUMENT PRESERVATIONMONUMENT BOX


grading limit

1

1

200

HMA DR

HMA DR

SAW

SAW

saw

10' UTIL

ITY E

ASEMENT

10' UTIL

ITY E

ASEMENT

37' BC-B

C10

0' ROW

woods line

woods line

toe ba

nk

top ba

nktoe bank

EX 6" FM

EX 6

" FM

EX 6" FM

woods line



PROP G

UTTER 6

32.4

5

PROP G

UTTER 6

32.2

7

15+75

PROP RT GUTTER PROFILE

HAZARD

FLAMMABLE MATERIAL

ROW

ROW ROW

ROW


TEL

DR STRUCTURE COVER TO BE ADJUSTED BY FRONTIER COMMUNICATIONS

NO SCALE

FRUITPORT TWP.

KEATING AVE.

INDUS

TRIAL

BLVD

.

PORT C

ITY B

LVD.

LATIMER DR.

CENTER S

T.

WOODW

ARD S

T.

INTERW

OOD S

T.

BARBARA S

T.

EVANSTON AVE.

LAKETON AVE.

KEATING AVE.

SUN DOLPHIN RD.

HARRIS

DR.

OLTHOFF DR.

SHERID

AN

RD.

CRESTON A

VE,

ROUSE S

T.

KEATING AVE.

HARVEY S

T.

THERESA A

VE.

MERCY DR.

ROBERTS

SHERMAN BLVD.

SOUTH B

OUND

BLACK C

REEK R

D

E. PLAZA D

R

WEST

PLAZA D

R

ROBERTS S

T.

BARNEY AVE.

BIKE TRAIL

EVANSTON AVE.

LAKETON AVE.

HARVEY S

T.

U.S

. 3

1U.S

. 3

1

NORTH B

OUND

SHERMAN BLVD.

SHERID

AN

RD.

ROBERTS S

T.

CITY OF MUSKEGON

TRAFFIC CONTROL DETAIL

QUARTERLIN

E R

D

SOUTHLAND DR.

KREGAL AVE

SOUTHLAND DR.

SAUTER S

T.

CONSTRUCTION AREA

SURVEY

AS-BUILT


JAN 2019

APPROVED

DRAWN

CHECKED

C. WIGGINS REVISION

REVISION

REVISION

SCALE SHEET NO 15 OF 17NOT TO SCALE

PROJECT NO

BROADWAY AVE.W

ALKER R

D.

DANGL R

D.

MIL

L IRON R

D.

EVANSTON AVE.

MIL

L IRON R

D.

MIL

L IRON R

D.

LAKETON AVE.

BIKE TRAIL

MCARTHUR S

T

GRIF

FIN

ST.

MERTESSE S

T.

PAZ S

T.

ROMEDUIS

ST.

DEBAKER R

D.

DEVOW

E S

T.

SHERID

AN

RD.

COLUMBIA AVE.

DELS AVE.

DEBAKER R

D.

OLTHOFF DR.

DANGL R

D.

DEBAKER R

D.

BROADWAY AVE.

BLACK C

REEK

RD

OLTHOFF DR

SHERIDAN RD

12" 6"

SS-1

SS-248"

12" 6"

SPECIAL SIGNS

1 EA BARRICADE, TYPE III4 EA PLASTIC DRUMS

1 EA R11-21 ea R5-11 EA M4-10LT4 EA PLASTIC DRUMS1 EA BARRICADE, TYPE III

W21-4SS-2

W21-4SS-1

W20-3SS-1

W21-4SS-1

W20-3SS-1

H-91842


TRAFFIC CONTROL DETAIL

48"

1 EA SIGN, PORTABLE, CHANGEABLE MESSAGE. OPER



W20-2SS-1

M4-9 UPSS-1

M4-9 UPSS-1

M4-9 RTSS-1

M4-9 UPSS-1

M4-9 RTSS-1

SHERIDAN RD.PLACE 68 EA PLASTIC DRUMSAT 25 FT INTERVALS

OLTHOFF DR.PLACE 136 EA PLASTIC DRUMSAT 25 FT INTERVALS

1 EA R11-21 ea R5-14 EA PLASTIC DRUMS2 EA BARRICADE, TYPE III

5 EA R6-1 RT (PLACE 1 EAONE-WAY ARROW ACROSSFROM EACH DRIVE)

3 EA R6-1 LT (PLACE 1 EAONE-WAY ARROW ACROSSFROM EACH DRIVE)

R5-1A

2 EA R6-1 LT (PLACE 1 EAONEWAY ARROW ACROSSFROM EACH DRIVE)

4 EA R6-1 RT (PLACE 1 EAONE-WAY ARROW ACROSSFROM EACH DRIVE)

R6-1 LT

R6-1 LT

M4-9 UPSS-1

M4-9 UPSS-1

M4-8ASS-1

M4-9 UPSS-1

R5-1A R5-1A

R5-1A

R5-1A

R5-1A

R6-6

TOTAL AREADESCRIPTIONSIGN

ESTIMATED QUANTITIES SIGN, TYPE B TEMPORARY

AREA QUANTITY

ROAD CLOSEDRII-2

WRONG WAYR5-1 DO NOT ENTER 9 SFT

M4-10 LT DETOUR ARROW LEFT 6 SFTDETOUR UP

G20-2 END ROAD WORK 8 SFT

M4-9 UP

R5-1A

5 SFT

6 SFTWORK ZONE BEGINSR5-18C 16 SFT

10 SFT

ROAD CLOSED AHEADW20-3 16 SFT

M4-8A DETOUR ENDS 4 SFT

R6-1 RT ONE-WAY ARROW 3 SFTR6-1 LT 3 SFTONE-WAY ARROW

DETOUR AHEADW20-2 16 SFT

ROAD WORK AHEADW21-4 16 SFT

7

210

26

16

1

1

123

8 SFT4 SFT6 SFT30 SFT

18 SFT

16 SFT

21 SFT30 SFT20 SFT

7 SFT

1

16 SFT32 SFT48 SFT

TOTAL 279 SFT

DETOUR RTM4-9 RT 5 SFT3 15 SFT

G20-2

TOTAL AREADESCRIPTIONSIGN

ESTIMATED QUANTITIES SIGN, TYPE B TEMPORARY, SPECIAL

AREA QUANTITYSS-1 OLTHOFF DR. 4 SFT15 60 SFT

TOTAL 64 SFTSS-3 SHERIDAN RD. 4 SFT1 4 SFT

R5-18C

R5-1A

R6-6

FT64

ESTIMATED TRAFFIC CONTROL DEVICES

SIGN, TYPE B, TEMP, PRISMATIC, FURN

EA

SIGN, TYPE B, TEMP, PRISMATIC, OPER

MINOR TRAFFIC DEVICESMAINTENANCE GRAVEL, LM

EA

EAEA

FT

CYDLS

SFTSFT

44

266266

64

501

279279

PLASTIC DRUM, HIGH INTENSITY, FURN

BARRICADE, TYPE III, HIGH INTENSITY, LIGHTED, FURN BARRICADE, TYPE III, HIGH INTENSITY, LIGHTED, OPER

PLASTIC DRUM, HIGH INTENSITY, OPER

SIGN, TYPE B, TEMP, PRISMATIC, SPECIAL, FURNSIGN, TYPE B TEMP, PRISMATIC, SPECIAL, OPERSIGN, PORTABLE, CHANGEABLE MESSAGE. FURN

SIGN, PORTABLE, CHANGEABLE MESSAGE. OPEREA3EA3

ONE-WAY BEGINS 8 SFT1 8 SFT

R6-1 LT

ONE-W

AY

ONE-WAY TWO WAY TRAFFICTRAFFIC CONTROL NOTES:

1. HMA TOP COURSE SHALL BE PLACED AFTER ALL WORK, EXCEPT PAVEMENT MARKING.IS COMPLETE. THE HMA TOP COURSE MUST BE PLACED ON A SATURDAY OR SUNDAYWHEN TRAFFIC VOLUMES ARE AT THEIR LOWEST.

2. THE CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, RESIDENCES, AND CROSSSTREETS WITH MAINTENANCE GRAVEL AS DIRECTED BY THE ENGINEER. CONTRACTORMAY USE AGGREGATE OR HMA MILLINGS. AGGREGATE OR HMA MILLINGS USED TOMAINTAIN TRAFFIC WILL BE PAID AT THE BID PROPOSAL UNIT PRICE FOR MAINTENANCEGRAVEL.

3. DURING CONSTRUCTION TRAFFIC TO LOCAL BUSINESSES SHALL BE MAINTAINED ONTHE EXISTING AGGREGATE BASE.

4. IN ADDITION TO THE 216 PLASTIC DRUMS, USED AS CHANNELING DEVICES AND INCONJUNCTION WITH THE TYPE III BARRICADES, THE CONTRACTOR WILL SUPPLY ANADDITIONAL 50 PLASTIC DRUMS FOR IDENTIFYING HAZARDS IN THE CONSTRUCTION ZONE.

5. EXISTING TRAFFIC CONTROL SIGNS THAT NEED TO BE REMOVED TO ALLOW THECONTRACTOR TO WORK WILL BE REMOVED BY THE CONTRACTOR AND STORED IN A SAFEPLACE TO AVOID DAMAGE. THE CONTRACTOR SHALL THEN REINSTALL THE SIGNS INTHEIR ORIGINAL LOCATION OR AS DIRECTED BY THE ENGINEER. REMOVAL ANDREPLACEMENT OF THE SIGNS WILL BE INCLUDED IN THE ITEM OF MINOR TRAF DEVICES.SIGNS THAT ARE DAMAGED BY THE CONTRACTOR WILL BE REPLACED BY CITY FORCES,AND THE CONTRACTOR WILL PAY THE CITY FOR THE COST OF REPLACEMENT.

6. ONE-WAY TRAFFIC WILL BE MAINTAINED ON SHERIDAN ROAD FROM THE NORTH END OFTHE PROJECT SOUTH TO OLTHOFF DRIVE, AND ON OLTHOFF DRIVE FROM SHERIDAN WESTTO BLACK CREEK ROAD. TWO-WAY TRAFFIC WILL BE MAINTAINED ON OLTHOFF DRIVEFROM SHERIDAN ROAD TO THE EAST END OF OLTHOFF DRIVE. ACCESS TO BUSINESSDRIVEWAYS WILL BE MAINTAINED WITH MAINTENANCE GRAVEL FROM THE TIME THEPAVEMENT IS REMOVED AND UNTIL THE HMA LEVELING COURSE IS COMPLETED. HMA TOPCOURSE WILL BE PLACED ON A WEEKEND WHEN BUSINESS TRAFFIC IS MINIMAL. THECONTRACTOR WILL COORDINATE WITH PROPERTY OWNERS AS TO THE TIME AND DATEFOR THE VARIOUS STAGES OF CONSTRUCTION.

AutoCAD SHX Text

BLACK

AutoCAD SHX Text

CREEK

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

14+00

15+00

LIN

EMATCH

13+00

12+00

1+00

SHERIDAN RD

OLTHOFF DRIVE OLTHOFF DRIVE

1+70

MEET 2

+75

EDGE METAL

EX SOLID WHITE

EX DOUBLE YELLOW

70' 75' 150'

2+75 TO 5+70 740 FT PAVT MRKG, WATERBORNE, 4 INCH, YELLOW(SOLID DOUBLE YELLOW)

2+75 TO 3+0530 FT PAVT MRKG, WATERBORNE, 4 INCH, WHITE(SOLID WHITE) 5+70 TO 14+15

210 FT PAVT MRKG, WATERBORNE, 4 INCH, YELLOW(SKIP YELLOW)

15+50 TO 23+00190 FT PAVT MRKG, WATERBORNE, 4 INCH, YELLOW(SKIP YELLOW)

11'

10'

EDGE METAL

16.5

'

33'

33'

EDGE METAL

EDGE METAL

33'16.5

'

16.5

'

25 FT PAVT MRKG, OVLY COLD PLASTIC, 18 INCH, STOP BAR

PERMANENT PAVEMENT MARKING DETAIL FOR OLTHOFF DRIVE

16+00

17+00

BLACK CREEK RD

SURVEY

AS-BUILT


JAN 19

APPROVED

DRAWN

CHECKED

C. WIGGINS REVISION

REVISION

REVISION


1" = 40'


H-91842

PERMANENT PAVEMENT MARKING DETAIL

23+00

LIN

EMATCH

LIN

EMATCH 23

+00

34+00

LIN

EMATCH

18+00

19+00

20+00

21+

00

22+00

25+00

26+00

24+00

27+00

28+

00

29+00

30+00

31+

00

32+00

33+00

34+00

36+00

37+00

35+00

LIN

EMATCH

OLTHOFF DRIVE

OLTHOFF DRIVE

OLTHOFF DRIVE

16.5

'

33'

EDGE METAL

16.5

'

33'

EDGE METAL

16.5

'

33'

EDGE METAL

16.5

'

33'

EDGE METAL



37+12

POE

POB 2

+75

LIN

EMATCH

LINEMATCH

1+00

3+00

2+00

5+00

1+70

4+00

6+00

OLTHOFF DRIVE

7+00

8+00

9+00

10+00

11+00

12+00 14+00

15+00

13+00

16+00

17+00

18+00

19+00

LIN

EMATCH

SHERIDAN RD SHERIDAN RD

SHERIDAN RD

PAVT MRKG, WATERBORNE, 4 INCH, YELLOW

TOTAL PERMANENT PAVEMENT MARKING QUANTITIES

PAVT MRKG, WATERBORNE, 4 INCH, WHITE

PAVT MRKG, OVLY COLD PLASTIC, 18 INCH, STOP BAR

18+20 TO 19+20200 FT PAVT MRKG, WATERBORNE, 4 INCH, WHITE(SOLID WHITE)

1920

230

25

FT

FT

FT

PERMANENT PAVEMENT MARKING DETAIL FOR SHERIDAN ROAD

SURVEY

AS-BUILT


JAN 19

APPROVED

DRAWN

CHECKED

C. WIGGINS REVISION

REVISION

REVISION


1" = 40'


H-91842

PERMANENT PAVEMENT MARKING DETAIL

11+00


EDGE METAL

33'16.5

'

16.5

'

33'16.5

'

16.5

'

EDGE METAL


LIN

EMATCH

19+20 M

EET

SHERIDAN RD

19+20 P

OE

EX SOLID WHITE

EX SOLID WHITE

EX SKIP YELLOWLIN

EMATCH

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