N

W

E

SCALE 1SHEET NO OFNOT TO SCALE 5

JEFFERSON & WESTERN PARKING LOT

UTILITIESNOTE:

REGISTRATION NUMBER

PREPARED UNDER THE SUPERVISION OF:

6201042090

WATER & SEWER

SHEET DESCRIPTION

PLAN AND PROFILE OF PROPOSED

CITY OF MUSKEGON

STANDARD PLANS

TELEPHONE

GAS

ELECTRIC

CABLE

EXCLUDING SAT, SUN & HOLIDAYS3 WORKING DAYS

Know what's below.

Call before you dig.

INDEX TO SHEETS

MICHELLE PETERSONCONSUMERS 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

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

CONSTRUCTION INCLUDES PAVEMENT REMOVAL, STORM SEWER,4,200 SYD HMA PAVEMENT, 330 FEET DECORATIVE BLOCK WALL,CONC CURB AND GUTTER, CONC SIDEWALK AND PAVEMENTMARKINGS ON HIGH POINT FLATS PARKING LOT, BLOCK 310 IN THECITY OF MUSKEGON, MUSKEGON COUNTY.

project location

THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE

DONE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF

TRANSPORTATION 2012 STANDARD SPECIFICATIONS FOR

CONSTRUCTION, CITY OF MUSKEGON STANDARD

SPECIFICATIONS FOR WATERMAIN AND THE 2011 MICHIGAN

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THESE

IMPROVEMENTS HAVE BEEN DESIGNED IN ACCORDANCE WITH

THE 2004 AASHTO GUIDELINES. PROJECT NUMBER B-253

ONE WAY

ONE WAY

ONE W

AY ONE W

AY

CITY OF MUSKEGONENGINEERING DEPARTMENT1350 E KEATING AVEMUSKEGON MI 49442

LEIGHANN MIKESELL, P.E.CITY ENGINEER

SURVEY

AS-BUILT

CITY OF MUSKEGONOFFICE OF THE CITY ENGINEER

MAY 17

APPROVED

DRAWN

CHECKED

C WIGGINS REVISION

REVISION

REVISION

PROJECT NOAPRIL 17C WIGGINS

B-253Brookens

JEFFERSON & WESTERNPARKING LOT

JAN 18

Brookens MAR 18

R-1-G DRAINAGE STRUCTURESR-7-F COVER BR-9-D COVER DR-29-I DRIVEWAY OPENINGS & APPROACHES AND CONCRETE SIDEWALKSR-30-G CONCRETE CURB & GUTTERR-83-C UTILITY TRENCHESR-96-E SOIL EROSION & SEDIMENTATION CONTROL MEASURES

STANDARD PLANS ARE INCLUDED IN PROPOSAL

1. TITLE SHEET

2. DETAIL SHEET

3. PARKING LOT PLAN

4. PARKING LOT LAYOUT, PAVEMENT MARKING & PERMANENT

5. SIGNING TRAFFIC CONTROL PLAN

DRAINAGE STRUCTURE COVERS

TYPE

CASTING DESCRIPTION

TYPICAL DRIVE APPROACH DETAIL

EXIST DRIVE

EXIST SIDEWALK

5'

CONST JOINT

HMA PAVT

CURB & GUTTER

TERRACE

10' MINIMUM

WALKEXIST

DRIVEWAY, NONREINF, CONC,

6 INCH, MODIFIED

1/2" EXPANSION PAD

SIDEWALK

OF CONCRETE AT GUTTER

6"" DRIVE APPROACH

THICKEN EDGE OF DRIVEAPPROACH TO FULL DEPTH

18"

6"

CONC CURB &CUTTER

1/2" EXPANSION PAD

VARIES

10' MAX

12 TERRACE WIDTH1

2 TERRACE WIDTH

TOP SHALL BE IN ACCORDANCE

WITH THE MDOT STANDARD PLANS

R-1-G (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)

PLANPIPE PER

JOINTS SHALL BE

RUBBER O-RING

GASKETS

48" DIA

6"

CATCH BASIN SPECIAL DETAIL

CATCH BASIN 2 FT ID SPECIAL DETAIL

PROPOSED PIPE

BRICKBRICK

4" PEA GRAVEL BASE REQUIRED

CATCH BASIN CASTINGEAST JORDAN #7045

24"

PRECAST CONCRETE(ASTM C-478)

4"

MIN 6"6" MIN ADJUSTMENT

MIN 8" ADJUSTMENT

6"

MIN 24"

12" 12"3' 8"

6"

2 5OFSHEET NOSCALE none

detail sheet

DETAIL SHEET

2% SLOPE MAX

10% SLOPE MAX

MIN CORE DIA 2"GREATER THAN PIPE O.D.

MIN CORE DIA 2"GREATER THAN PIPE O.D.

COVER B, MODIFIED

COVER D, MODIFIED

CATCH BASIN CASTING EAST JORDAN #7045 OR EQUAL

CATCH BASIN CASTING EAST JORDAN #5105 OR EQUAL

QTY

1

3

RATEHMA MIXPERFORMANCE

GRADE

HMA APPLICATION RATE

HMA, 36A (TOP COURSE) 165# / SYD 64-28

HMA BOND COAT, SS-1H, AT 0.05 GAL/SY, SHALL BE PLACED BETWEEN

EACH LIFT THE COST IS INCLUDED WITH THE HMA PAY ITEM.

1.5 INCH-1 LIFT AWI 220, MIN

HMA, 13A (LEVEL COURSE) 220# / SYD 64-28 2 INCH-1 LIFT

SURVEY

AS-BUILT

CITY OF MUSKEGONOFFICE OF THE CITY ENGINEER

MAY 17

APPROVED

DRAWN

CHECKED

C WIGGINS REVISION

REVISION

REVISION

PROJECT NOAPRIL 17C WIGGINS

B-253Brookens

JEFFERSON & WESTERNPARKING LOT

JAN 18

Brookens MAR 18

GENERAL NOTES:

1. EXISTING CONDITIONS INCLUDING ELEVATIONS ARE SUBJECT TO CHANGE DUE TO CONSTRUCTION OUTSIDE THECONTROL OF THE CITY OF MUSKEGON. CONTRACTOR IS TO VERIFY EXISTING CONDITIONS OF THE SITE, MATCH ALLEXISTING MEETS AND COORDINATE WORK ACTIVES WITH NEIGHBORING CONTRACTORS.

2. UPON REQUEST AND APPROVAL, THE CONTRACTOR MAY OBTAIN A WATER SUPPLY FROM THE CITY OF MUSKEGON FIREHYDRANTS AT NO COST, PROVIDED THAT THEY FOLLOW THE CONDITIONS OF THE CITY WATER DEPARTMENT.

3. WHENEVER SMALL CASTINGS (STOP BOXES & METER PITS) THAT ARE ENCOUNTERED WITHIN THE WORK AREA, THEYSHALL BE ADJUSTED AT NO COST TO THE CITY. PAYMENT FOR ADJUSTING THESE CASTINGS SHALL BE INCLUDED INTHE PAYMENT FOR NEW WATER SERVICES PAY ITEMS.

4. FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL CALL MISS DIG, 1-800-482-7171, A MINIMUM OF3 WORKING DAYS EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS PRIOR TO EXCAVATING IN THE VICINITY OF ALLUTILITY LINES. ALL MISS DIG PARTICIPATING MEMBERS WILL THUS BE NOTIFIED, THIS DOES NOT RELIEVE THECONTRACTOR THE RESPONSIBILITY OF NOTIFYING OWNERS WHO MAY NOT BE PART OF THE MISS DIG ALERT SYSTEM.

5. PUBLIC UTILITIES OF ALL TYPES HAVE BEEN SHOWN ON THE PLAN USING AVAILABLE INFORMATION, BUT ARE NOTGUARANTEED AS ACCURATE OR THAT UTILITIES OTHER THAN THOSE SHOWN ARE NOT PRESENT.

6. THE CONTRACTOR SHALL SAW CUT ALL MEETS RELATIVE TO SIDEWALK OR PAVEMENT CONSTRUCTION UNLESS WAIVEDBY THE ENGINEER. PAYMENT FOR SAW CUTTING SHALL BE INCLUDED IN THE PAYMENT FOR THE PAY ITEMS PAVT,REM, MODIFIED, CURB AND GUTTER, REM, HMA SURFACE, REM AND SIDEWALK, REM. NO ADDITIONAL PAYMENT WILLALLOWED FOR SAW CUTTING.

7. THE CONTRACTOR SHALL PREVENT EROSION AND CONTROL SEDIMENTATION ASSOCIATED WITH THE PROJECT. KEEPSEDIMENTATION WITHIN THE RIGHT OF WAY (OR CONSTRUCTION LIMITS) AND OUT OF SURFACE WATERS. CONSTRUCTAND MAINTAIN TEMPORARY EROSION AND SEDIMENTATION CONTROLS, TO INCLUDE INLET PROTECTION, FABRIC DROPSON ALL INLET STRUCTURES NEW AND EXISTING AND INSTALL TEMPORARY EROSION, SEDIMENTATION CONTROLS ASDIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL REMOVE ON A DAILY BASIS SOIL TRACKED ONTO EXISTINGPAVED ROADS, (VACUUM METHODS ARE PREFERRED BUT BROOM SWEEPING IS ACCEPTABLE IF THE MATERIAL ISREMOVED) THE CONTRACTOR SHALL INSPECT ALL SOIL EROSION / SEDIMENTATION CONTROL MEASURES ON A WEEKLYBASIS OR AFTER EACH RAIN FALL EVENT, CLEAN REPAIR, OR REPLACE, AS NECESSARY, TO ENSURE PROPERFUNCTION. ALL SOIL EROSION / SEDIMENTATION CONTROLS SHALL REMAIN UNTIL ALL DISTURBED AREAS ARESTABILIZED. 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.

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

TYPE A - SOLID COVER AS DETAILED BELOW

MANHOLE CASTING EAST JORDAN #1045 OR EQUAL

COVER C, MODIFIED

0

WV

CS

MPMPMP

CS

CB

CB

CB

CB

CB

CB

MH

MP

WV

WV

WVWV

WV

WV

MH

MH

MH

MH

MH MH

MH

MHMH

MH

HH

HH

HH

HH

HH

TRANSELECELEC TELELEC

TRANSELEC

HHELEC

ELEC

CB

8" TREE

6" TREE

6" TREE

8" TREE

WV

12" TREE12" TREE

12" TREE6" TREE

4" W

M

VAC BRK

TEL. CONDUIT

MH

GAS MRK

HYD

TP

LP

LP

LP

LP

LPLP

LPLP

LP

LP

MHMH

ELECTRIC CONDUIT MH

ELECTRIC

VAULT

WV

2" ELEC CONDUIT

2" ELEC CONDUIT

2" ELEC C

ONDUIT

EX 3-6" ELEC CONDUITSEX 8" SANITARY

EX 8

" SANIT

ARY

EX 12" W

M

EX 12" CONC STORM

EX 8" WMEX 12" SANITARY

ELECTRIC CONDUITELECTRIC CONDUIT

BOX

TEL. CONDUIT

TEL. CONDUIT

ELEC

VAULT

ELEC

VAULT

ELEC

VAULT

TEL

VAULT

EX 12" DI STORM

EX 12" STORM

EX C

ONC ISLAND

BLD F

OOTIN

G

WATER S

ERVIC

E

WATER S

ERVIC

E

WATER S

ERVIC

E

WATER S

ERVIC

E

EX CONC

EX HMA

EX CURB & GUTTER

HMA

CONC S

WCONC S

W

EX CONC SW

EX HMA

CURB & GUTTER

EX CURB & GUTTER

Address: 285 W WESTERN AVEMUSKEGON, MI 49440Owned By: PARKLAND MUSKEGON INC

Address: 880 1ST STMUSKEGON, MI 49440Owned By: CITY OF MUSKEGON

BUILDING

JEFFERSON S

T.

FIR

ST S

T

WESTERN AVE.

CLAY AVE.EX C

URB &

GUTTER

EX HMA

EX HMA

EX HMA

EX HMA

EX HMA

ELEC

TRIC C

ONDU

IT

EX HMA

EX HMAEX HMA

EX CONC SW

EX CONC SW

EX CONC SWEX CONC SW

EX C

ONC S

WEX C

ONC S

W

EX CONC SW

EX CONC SW

EX A

DA R

AMP

EX A

DA R

AMP

EX A

DA R

AMP

EX HMA

EX CURB & GUTTER

EX HMA

EX HMA EX CURB & GUTTER

EX C

URB &

GUTTER

EX C

ONC S

W

EX C

OLORED C

ONC S

W

EX C

ONC D

REX C

OLORED C

ONC

EX C

ONC

EX CONC 2" ELEC CONDUIT

EX RET WALL

EX RET WALL

EX C

ONC D

REX C

ONC S

W

20'

EASEMENT

GRASS

STA 2+90 LT TO 3+15 LT2 EA CATCH BASIN 2 FT ID SPECIAL DETAIL2 EA DR STRUCTURE COVER, TYPE D, MODIFIED25 FT SEWER, CL E, 12 INCH, TR DET B(PROP GUTTER 612.2, PROP 12" INV NE 609.3)

PROP CL E STORM SEWER @ 0.30%

STA 3+97 RT13 SYD SIDEWALK, REM120 SFT SIDEWALK, CONC, 6 INCH, COLORED10 SFT SIDEWALK, CONC, 6 INCH, COLORED WITH ACIDIC STAIN1 EA CATCH BASIN SPECIAL DETAIL1 EA DR STRUCTURE COVER, TYPE B, MODIFIED1 EA SEWER TAP, 12 INCH(PROP TOP CAST 614.0, PROP 12" INV NE 608.8PROP 12" INV W 608.8)

STA 3+15 LT TO 3+97 RT1 EA CATCH BASIN SPECIAL DETAIL1 EA DR STRUCTURE COVER, TYPE D, MODIFIED110 FT SEWER, CL E, 12 INCH, TR DET B(PROP GUTTER ELEV 612.35, PROP 12" INVE 609.1, 12" INV SW 909.1)

20 CYD MASONRY AND CONC STRUCTURE, REM(CONC ISLAND & FOOTING)

BM ELEVATION 617.14FLANGE BOLT UNDER E IN EJIWON HYDRANT W CORNER OFCLAY AND JEFFERSON

STA 1+76 TO 4+02830 FT CURB AND GUTTER, CONC, DET F4250 SFT SIDEWALK, CONC, 6 INCH1200 SFT SIDEWALK, CONC, 4 INCH

STA 4+02200 FT DECORATIVE BLOCK WALL SPECIAL DETAIL

WV

1 EA UTILITY POLE, REM

EX 6" WM

EX 16" W

M

WV

EX 4" WM

MHEX 4" WM

EX 6" WM

EX 6" WM

STA 2+43 TO 3+753 EA DR STRUCTURE, REM, MODIFIED7 CYD FLOWABLE FILL(FILL EX 12" STORM)

EX 6" STORM

EX 6

" STORM

EX 6

" WM

EX G

UARD R

AIL

EX HEDGE

EX 12" SANITARY

STA 3+40 LT TO 3+55 LT55 FT GUARD RAIL, REM4 EA TREE, REM, 6 INCH TO 18 INCH

STA 3+50 RT TO 3+85 RT40 FT HEDGE, REM4 EA TREE, REM, 6 INCH TO 18 INCH

EX TOP BA

NK

ROW

1+00 TO 3+952360 SYD PAVT, REM, MODIFIED190 FT CURB AND GUTTER, REM

EX 12" W

M

EX HMA

EX HMA

EX HMA

EX HMA

EX HMA

EX HMA

EX TEMP RAMP TO BASEMENT

EX TOP BANK

ROW

ROW

TEL. CONDUIT

ELECTRIC CONDUITEX 16" WM

EX 16" WM

WV

EX 16" W

M

WATER S

ERVIC

E

SAW

SAW

SAW

AGGREGATE BASE, 6 INCHEROSION CONTROL, INLET PROTECTION, FABRIC DROP

DR STRUCTURE, REM, MODIFIED

SIDEWALK, REM

SEWER, CL E, 12 INCH, TR DET B

SIDEWALK, CONC, 4 INCH

QUANTITIES THIS SHEET

SYD

SYD

SYD

EA

SYD

EA

EA

SFT

4

65

2407

6

4450

1

75

1970

TOPSOIL SURFACE, FURN, 4 INCH

HYDROSEEDING SYD100

SYD100

DR STRUCTURE COVER, TYPE B, MODIFIEDEA1

SIDEWALK, CONC, 6 INCH, COLORED SFT120

CURB AND GUTTER, CONC, DET F4 FT920

DRIVEWAY, NONREINF CONC, 6 INCH, MODIFIED

PAVT, REM, MODIFIED

TON475

TON350

STA 0+91 TO 5+50 ADDITIONAL QUANTITIES THIS SHEET1703 EXCAVATION, EARTH80 EMBANKMENT, CIP6 EA EROSION CONTROL, INLET PROTECTION, FABRIC DROP4450 SYD AGGREGATE BASE, 6 INCH500 TON HMA, 13A370 TON HAM, 36A100 SYD TOPSOIL SURFACE, FURN, 4 INCH100 SYD HYDROSEEDING

ELEC

VAULT

1+00

2+00

3+00

4+00

STA 2+92 LTADJUST BY FRONTIER

STA 3+45 RTREMOVE BY CONSUMERS

STA 3+42 RTADJUST BY CONSUMERS

EX 8" SANITARY

STA 3+83 LTREMOVE BY CONSUMERS

STA 4+00 LTADJUST BY FRONTIER

WOOD POST

STA 3+90 RTRELOCATE BY FRONTIER

CATCH BASIN 2 FT ID SPECIAL DETAILCATCH BASIN SPECIAL DETAIL

FLOWABLE FILL, NON-STRUCTURAL

GUARD RAIL, REM

TREE, REM, 6 INCH TO 18 INCH

MASONRY AND CONC STRUCTURE, REMUTILITY POLE, REM

CONC PAVT, NONREINF, 8 INCH

SEWER TAP, 12 INCH

CURB AND GUTTER, REM

HMA, 13AHMA, 36A

DECORATIVE BLOCK WALL SPECIAL DETAIL

HEDGE, REM

EA

8

EXCAVATION, EARTHEMBANKMENT, CIP

FT

135

FT335

FT40

FT55

EA

2

EA

2

EA

1

SYD35

FT280

CYD20

CYD1703

CYD80

CYD

7

SCALE SHEET NO 3 OF 5HOR. 1" = 20 FT

= NEW CONCRETE SIDEWALK, DRIVEWAYS , PAVEMENT, & CURB AND GUTTER

= PAVT, REM, MODIFIED & SIDEWALK, REM

TEL. CONDUIT EX 4" GAS

EX 3" GAS

EX 4

" GAS

EX 4

" GAS

EX 3" GAS

STA 2+45 RT TO 2+65 RT & 2+95 TO 4+00 RT135 FT DECORATIVE BLOCK WALL SPECIAL DETAIL

TIP GUTTER PAN DOWN

TIP GUTTER PAN DOWN

CONSTRUCTION PLANS

EASEMENT

EASEMENT

10'

52.2

7'

16.98'

7.7

3'

5'

34.7

3'

9'

31.2'

EASEMENT LINE

SIDEWALK, CONC, 6 INCH

SIDEWALK, CONC, 6 INCH, COLORED WITH ACIDIC STAIN

SFT500

SFT10

ELEC

VAULT

HMA

HMA

EXPOSED AGG CONC

TRANSELEC ELEC

DR STRUCTURE COVER, TYPE D, MODIFIEDEA3

SURVEY

AS-BUILT

CITY OF MUSKEGONOFFICE OF THE CITY ENGINEER

MAY 17

APPROVED

DRAWN

CHECKED

C WIGGINS REVISION

REVISION

REVISION

PROJECT NOAPRIL 17C WIGGINS

B-253Brookens

JEFFERSON & WESTERNPARKING LOT

JAN 18

Brookens MAR 18

STA 2+25 LT TO 3+15 LT105 SYD SIDEWALK, REM90 FT CURB AND GUTTER, REM1 EA DR STRUCTURE, REM, MODIFIED90 FT CURB AND GUTTER, CONC, DET F4105 SYD DRIVEWAY, NONREINF CONC, 6 INCH, MODIFIED

WV

CS

CB

CB

CB

MH

MP

WV

MH

MH

MH

MH

MH MH

MH

MH

HH

HH

HH

HH

HH

TRANSELECELEC TELELEC

TRANSELEC

HHELEC

ELEC

CB

12" TREE12" TREE

MH

HYD

TP

LP

LP

LP

LP

LPLP

LPLP

LP

MHMH

MH

ELECTRIC

VAULT

WV

BOX

ELEC

ELEC

ELEC

TEL

CONC S

WCONC S

W

EX CONC SW

EX HMA

CURB & GUTTER

EX CURB & GUTTER

Address: 285 W WESTERN AVEMUSKEGON, MI 49440Owned By: PARKLAND MUSKEGON INC

Address: 880 1ST STMUSKEGON, MI 49440Owned By: CITY OF MUSKEGON

BUILDING

JEFFERSON S

T.

FIR

ST S

T

WESTERN AVE.

CLAY AVE.

EX CONC SW

EX CONC SW

EX CONC SW

EX CONC SW

EX C

ONC S

WEX C

ONC S

W

EX CONC SW

EX CONC SW

EX A

DA R

AMP

EX A

DA R

AMP

EX A

DA R

AMP

EX HMA

EX CURB & GUTTER

EX HMA

EX HMA EX CURB & GUTTER

EX C

URB &

GUTTER

EX C

ONC S

W

EX C

ONC S

W

EX C

ONC D

REX C

ONC

EX C

ONC

EX CONC

EX C

ONC D

REX C

ONC S

W

20'

EASEMENT

GRASS

BM ELEVATION 617.14FLANGE BOLT UNDER E IN EJIWON HYDRANT W CORNER OFCLAY AND JEFFERSON

WV

WV

MH

ROW

ROW

ROW

ELEC

1+00 2+00

3+00

4+00

SCALE SHEET NO 4 OF 5HOR. 1" = 20 FT

= NEW CONCRETE SIDEWALK, DRIVEWAYS , PAVEMENT, & CURB AND GUTTER

PROP

GUT

612.60

PROP

CB 612.20

PROP

GUT

612.60

PROP

GUT

612.35

PROP

CB

613.80

PROP GUT 616.90

PROP

GUT

616.20

PROP

GUT

616.55

PROP

GUT

613.15

MEET

EB 613.80

MEET

EB 614.0

PROP

GUT

614.00

PROP

PAV

613.60

PROP

GUT

616.65

PROP

GUT

616.60

1.94%

1.68%

2.17%

1.70%

1.90%

PROP

PAV

613.60

1.98%

19'

19'

25'

19'

19'

26'

22'

60'

60'

30'

X

X

XX

X

XX

PROP

CB 612.35

9.5' TYP

EX SW 613.7

EX SW 613.2

ex sw 613.8

EX SW 613.0

EX SW 613.9

EX SW 6114

.2

EX SW 615.2

EX SW 616.3

EX SW 617.4

EX SW 617.3

EX SW 617.1

EX SW 616.8

EX SW 616.6

X X X X

X

X

19'

24'

X

X

X

X

X

X

X

X

9.5' TYP

benc

h

19'

19'

9.5' TYP

PROP

PAV

614.00

1.94%

X

X

X X X XX

X

X

XX

X

X

X

X

X

0.36%0.36%

PROP CURB AND GUTTER, CONC, DET F4

PROP CURB AND GUTTER, CONC, DET F4

PROP CURB AND GUTTER, CONC, DET F4

10'

BUILDING

TEL

SAN

TEL

PROP DECORATIVE BLOCK WALL

PROP DECORATIVE BLOCK WALL

PARKING LOT LAYOUT AND PAVEMENT MARKING DETAIL

PROP DECORATIVE BLOCK WALL

PROP CURB AND GUTTER, CONC, DET F4

20'

ENTRANCE

ENTRANCE30'

= NEW HMA, PAVT

= DECORATIVE BLOCK WALL

STA 4+00 RT6.25 SFT SIGN, TYPE IIIA (STOP)12 FT POST, STEEL, 3 LB

STA 2+67 RT6.25 SFT SIGN, TYPE IIIA (STOP)12 FT POST, STEEL, 3 LB

850 FT PAVT MRKG, WATERBORNE, 4 INCH, WHITE

1000 FT PAVT MRKG, WATERBORNE, 4 INCH, WHITE

280 FT PAVT MRKG, WATERBORNE, 4 INCH, WHITE

2 SFT SIGN, TYPE IIIC(R7-8 & R7-8P)12 FT POST, STEEL, 2 LB

1.5 SFT SIGN, TYPE IIIC(R7-8)12 FT POST, STEEL, 2 LB

120 FT PAVT MRKG, WATERBORNE, 4 INCH, BLUE2 EA PAVT MRKG, WATERBORNE, HANDICAP, SYM BLUE

PERMANENT PAVEMENT MARKING AND SIGNING QUANTITIES

PAVT MRKG, WATERBORNE, 4 INCH, BLUE 220 FT

POST, STEEL, 3 LB 24 FT

SIGN DESCRIPTION

TYPE, IIIA SIGNING QUANTITIES

QUANTITY DIMENSIONS AREA

R7-8P VAN ACCESSIBLE 1 12"X6" 0.5 SFT

14.5 SFTTOTAL AREA

PAVT MRKG, WATERBORNE, 4 INCH, WHITE 2130 FT

R7-8 RESERVED HANDICAP 4 18"X12" 6 SFTRI-1 STOP 2 24"X24" 8 SFT

POST, STEEL, 2 LB 36 FT

PAVT MRKG, WATERBORNE, HANDICAP, SYM, BLUE 4 EASIGN, TYPE IIIA 15 SFT

3 SFT SIGN, TYPE IIIC(2 EA R7-8)12 FT POST, STEEL, 2 LB

EX C

URB &

GUTTER

EX CB

TIP GUTTER PAN DOWN

TIP GUTTER PAN DOWN

EASEMENT

EASEMENT

10'

52.2

7'

16.98'

7.7

3'

5'34.7

3'

9'

31.2'

30.98'

EASEMENT

EASEMENTLINE STA 2+00 TO 3+95 NO CURB HEAD, PAN ONLYSTA 2+00 TO 3+95 NO CURB HEAD, PAN ONLY

19'

120 FT PAVT MRKG, WATERBORNE, 4 INCH, BLUE2 EA PAVT MRKG, WATERBORNE, HANDICAP, SYM BLUE

9.5

' TYP

5'

8'

5'

9.5' TYP

TOTAL 89 PARKING SPACES4 HANDICAP SPACES85 STANDARD SPACES

TRANSELEC ELEC

EX 613.50

EX 613.05

EX DOO

R 613.50

SURVEY

AS-BUILT

CITY OF MUSKEGONOFFICE OF THE CITY ENGINEER

MAY 17

APPROVED

DRAWN

CHECKED

C WIGGINS REVISION

REVISION

REVISION

PROJECT NOAPRIL 17C WIGGINS

B-253Brookens

JEFFERSON & WESTERNPARKING LOT

JAN 18

Brookens MAR 18

2'

5'

3'

24'

5'3'2'

SCALE SHEET NO 5 OF 5HOR. 1" = 20 FT

SURVEY

AS-BUILT

CITY OF MUSKEGONOFFICE OF THE CITY ENGINEER

MAY 17

APPROVED

DRAWN

CHECKED

C WIGGINS REVISION

REVISION

REVISION

PROJECT NOAPRIL 17C WIGGINS

B-253Brookens

JEFFERSON & WESTERNPARKING LOT

JAN 18

Brookens MAR 18

TRAFFIC CONTROL DETAIL

N

W

E

project location

ONE WAY

ONE WAY ONE W

AY ONE W

AY

W21-4

W21-4

1. THE CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, RESIDENCES.

TRAFFIC CONTROL NOTES:

2. IN ADDITION TO THE PLASTIC BARRELS USED FOR CHANNELING DEVICES THE CONTRACTOR WILL SUPPLY AN ADDITIONAL 10 PLASTIC BARRELS, FOR MARKING TEMPORARY DRIVES, BLOCKING EXISTING DRIVES, AND SIDEWALKS, ETC. AS DIRECTED BY THE ENGINEER.

TOTAL

TOTAL AREADESCRIPTION

ROAD WORK AHEAD

SIGN

W21-4

PHASE I ESTIMATED QUANTITIES SIGN, TYPE B TEMPORARY

AREA QUANTITY

2 16 SFT 32 SFT

48 SFT

ESTIMATED PHASE I TRAFFIC CONTROL DEVICES

SIGN, TYPE B TEMP, PRISMATIC, FURNSIGN, TYPE B TEMP, PRISMATIC, OPERMINOR TRAFFIC DEVICES

EAEA

SFTSFT

2525

14848

PLASTIC DRUM, HIGH INTENSITY, FURNPLASTIC DRUM, HIGH INTENSITY, OPER

G20-2 2 16 SFTEND ROAD WORK 8 SFT

G20-2

G20-2

LS