village of paw paw - abonmarche and lagrave... · 2016-09-15 · water main, rem 25 ft water main,...

1 O

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AC

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B # 15-0901

COUNTY KEY

LOCAL UTILITIES

CABLE:

WATER/SANITARY/ELECTRICGAS:

TELEPHONE:

MDOT STANDARD PLAN SERIES

TRAFFIC AND SAFETY STANDARD PLANS

VILLAGE OF PAW PAW

CONTRACT 2: NILES ST. AND LAGRAVE ST.

RECONSTRUCTION PROJECT

CALL MISS DIG

Know what's

R

VILLAGE OF PAW PAW OFFICIALS

Confidence By Design

DATE: COPYRIGHT 2015 - ABONMARCHE CONSULTANTS, INC.MAY 2016

INTERNET:

PROJECT LOCATION MAP

PROJECT

AREA

P.O.E. NILES ST.

STA. 22+15

P.O.B. NILES ST.

STA. 0+20

P.O.B. LAGRAVE ST.

STA. 100+00

P.O.E. LAGRAVE ST.

STA. 117+10

NOTES:

Sheet List Table

SHT NO. DESCRIPTION

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27

2 ISSUED FOR BID DAD 2016-06-07

1 MDEQ FINAL PLAN SUBMITTAL TRD 2016-05-01

5 ADDENDUM #3 DAD 2016-07-07

6 ISSUED FOR CONSTRUCTION DAD 2016-07-22

NO. REVISION DESCRIPTION: BY: DATE:

1

2

3

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PRO

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DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:

ofNO. REVISION DESCRIPTION: BY: DATE:

HARD COPY IS INTENDED TOBE 24" X 36" WHEN PLOTTED.SCALE(S) INDICATED AND

GRAPHIC QUALITY MAY NOTBE ACCURATE FOR ANY

OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

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4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


1

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SHEET NO.

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DESIGNED BY:

PM REVIEW:

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SIGNATURE:

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QA/QC REVIEW:

DATE:

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4902

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4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


1

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DATE:

SHEET NO.

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DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

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HORZ:VERT:

SHEE

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OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

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Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

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4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


2

Base Bid

Item Description

Unit

Sht 4

Quantity

Mobilization, Max. 7%LSUM 1

1

2

3

2

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, 7/2

0/20

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0:53

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AM

, sro

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, 1:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

9.92

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T

SCR

1"=40'N/A

15-0901

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MAY 2016

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NILES ST.

LA GRAVE ST.

E. B

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PH S

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ST.

SEE SHEET6SEE SHEET6

P.O.B. 100+00

P.O.B. STA 0+00

66' 21.5'66'23.5'

66'

66'

24'

23.8' 22.8' 66'

BENCHMARK #1MAG NAIL INLIGHT POLE

ELEV.=737.99'

CAUTIONBURIED GAS MAINS

CALL MISS DIG


CALL MISS DIG

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


1

2

3

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AM

, sro

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, 1:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

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15-0901

25

MAY 2016

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NILES ST. NILES ST.

LA GRAVE ST. LA GRAVE ST.

PAW

PAW

ST.

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ST.

PAW

PAW

ST.

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OAK

ST.


P.O.E. STA 22+15P.O.E. 117+10

66'33'38' 66'24.5' 66'

66' 35.5' 36' 66' 35.5' 66'


CALL MISS DIG


CALL MISS DIG


CALL MISS DIG


CALL MISS DIG

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


1

2

3

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, sro

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, 1:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

9.92

7.10

17M

anist

ee, M

ISo

uth

Have

n, M

ISo

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Bend

, IN

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7

WA

TER

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TRE

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PLA

NS-

1

SCR

1"=40'N/A

15-0901

25

MAY 2016

JWM

TRD

SPJ/AS

VILL

AG

E O

F PA

W P

AW

NIL

ES S

T. A

ND

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ST.

REC

ON

STRU

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N P

ROJE

CT

VAN

BUR

EN C

OUN

TY, M

I

WATER MAIN, 4 INCH,CUT AND PLUG2 EA

NILES ST.

WAT

ER S

T

LA GRAVE ST.

X X X X X X X X X X X X

WATER MAIN TO BEABANDONED IN PLACE(NOT A PAY ITEM)

WATER MAIN TO BEABANDONED IN PLACE(NOT A PAY ITEM)

E. B

ERRI

EN S

T.E.

BER

RIEN

ST.


WATER MAIN, REM25 FT


SIDEWALK, REM6 SYD

SIDEWALK, REM23 SYD

SIDEWALK, REM6 SYDSIDEWALK, REM

23 SYD

RELOCATE MAILBOX(PAID FOR AS "POST, MAILBOX")

RELOCATE MAILBOX(PAID FOR AS "POST, MAILBOX")

TREE, REM, 6 INCH TO 18 INCH1 EA





SIDEWALK, REM9 SYD

SIDEWALK, REM15 SYD

SIDEWALK, REM10 SYD

SIDEWALK, REM7 SYD



WATER MAIN TO BEABANDONED IN PLACE

(NOT A PAY ITEM)WATER MAIN TO BE

ABANDONED IN PLACE(NOT A PAY ITEM)

SIDEWALK, REM22 SYDSIDEWALK, REM

22 SYD

SIDEWALK, REM18 SYD

SIDEWALK, REM18 SYD

COLD MILLING HMA SURFACE3500 SYD (THIS SHEET)

PAVT, REM1520 SYD (THIS SHEET)

SIDEWALK, REM16 SYD

SIDEWALK, REM6 SYD

88

LIMITS OFCONSTRUCTION



6.0' (TYP.)

7.0' (TYP.)

10.0'

25.0'

2.5' (TYP.)

13.5'

16.0'4.5' (TYP.) 7.8' (TYP.)

24.5'

11.0'

12.6'

20.0'


CALL MISS DIG

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


Alternate Bid 1: Water Main Work

Item Description

Unit

Sht 7

Quantity

Tree, Rem, 6 inch to 18 inch

Ea 2

Pavt, RemSyd

1794

Sidewalk, RemSyd

348

Cold Milling HMA Surface Syd

3500

Post, Mailbox

Ea 2

Water Main, 4 inch, Cut and Plug

Ea 6

Water Main, Rem

Ft 705

1

2

3

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2016

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54:3

4 A

M, s

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rts, 1

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PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

9.92

7.10

17M

anist

ee, M

ISo

uth

Have

n, M

ISo

uth

Bend

, IN

Porta

ge, I

N

Con

fiden

ce B

y D

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neer

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Arc

hite

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urve

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NSU

LTA

NTS

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C.

8

NIL

ES S

T.& L

A G

RAVE

ST.

REM

OVA

L PL

AN

S-2

SCR

1"=40'N/A

15-0901

25

MAY 2016

JWM

TRD

SPJ/AS

VILL

AG

E O

F PA

W P

AW

NIL

ES S

T. A

ND

LAG

RAVE

ST.

REC

ON

STRU

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VAN

BUR

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TY, M

I

NILES ST. NILES ST.

E. S

AINT

JOSE

PH S

T.

PAW

PAW

ST.

E. M

ICHI

GAN

AVE.

OAK

ST.


E. S

AINT

JOSE

PH S

T.

PAW

PAW

ST.

E. M

ICHI

GAN

AVE.

OAK

ST.

X X X X X X X X X X X X

DR STRUCTURE, REM1 EA









COLD MILLINGHMA SURFACE70 SYD(FOR ALTERNATE)

COLD MILLINGHMA SURFACE75 SYD(FOR ALTERNATE)

WATER MAIN, 4 INCH,CUT AND PLUG1 EA (FOR ALTERNATE)

SIDEWALK, REM105 SYD (THIS INTERSECTION)

PAVT, REM5050 SYD

PAVT, REM35 SYD(FOR ALTERNATE)

WATER MAIN, REM765 FT (THIS SECTION)(FOR ALTERNATE)

CURB AND GUTTER, REM135 FT (THIS INTERSECTION)


SIDEWALK, REM30 SYD (FOR ALTERNATE)


CURB AND GUTTER, REM260 FT (FOR ALTERNATE)


CURB AND GUTTER, REM275 FT (FOR ALTERNATE)

WATER MAIN, REM385 FT (FOR ALTERNATE)

WATER MAIN, REM40 FT (FOR ALTERNATE)




WATER MAIN, 4 INCH,CUT AND PLUG

2 EA(FOR ALTERNATE)












PAVT, REM4550 SYD

PAVT, REM45 SYD(FOR ALTERNATE)


POWER POLE TO BERELOCATED (BY OTHERS)












CALL MISS DIG


CALL MISS DIG

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


Base Bid

Item Description

Unit

Sht 8

Quantity

Tree, Rem, 6 inch to 18 inchEa 3

Dr Structure, RemEa 9

Curb and Gutter, RemFt 835

Pavt, Rem Syd

9730

Sidewalk, Rem Syd

800


Item Description

Unit

Sht 8

Quantity

Curb and Gutter, RemFt 615

Pavt, Rem Syd

218

Sidewalk, Rem Syd

95

Cold Milling HMA Surface Syd

145

Water Main, 4 inch, Cut and Plug

Ea 7

Water Main, RemFt 1190

1

2

3

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1 R

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dwg,

8, 7

/20/

2016

10:

54:3

7 A

M, s

robe

rts, 1

:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

9.92

7.10

17M

anist

ee, M

ISo

uth

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15-0901

25

MAY 2016

JWM

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CAUTIONCRITICAL UTILITY

LAGR

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ST.

P.O.

B. S

TA 0+

20

10

WATER ST.

13

PROPOSED 8" WATER MAIN

SIDEWALK RAMP,CONC, 6 INCH290 SFT (THIS INTERSECTION)

SIDEWALK , CONC, 4 INCH220 SFT (THIS INTERSECTION)

DETECTABLE WARNING SURFACE,CAST IRON30 FT (THIS INTERSECTION)

GATE VALVE AND BOX, 8 INCHSTA 0+78, 9.8' L (1 EA)


CALL MISS DIG

GATE VALVE AND BOX, 8 INCHSTA 0+38, 11.1' R (1 EA)


WATER MAIN, DI CL 53, 8 INCH, TR DET G525 FT (THIS SHEET)



SIDEWALK RAMP,CONC, 6 INCH35 SFT

SIDEWALK, CONC, 4 INCH170 SFT


SIDEWALK RAMP, CONC, 6 INCH45 SFT


DR STRUCTURE, ADJ, CASE 1(COVER Q)1 EA

POST, MAILBOX(PAID ON REMOVAL SHEET) POST, MAILBOX

(PAID ON REMOVAL SHEET)


DR STRUCTURE, ADJ, CASE 11 EA

5.5' (TYP.)



POST, MAILBOX(PAID ON REMOVAL SHEET)

POST, MAILBOX(PAID ON REMOVAL SHEET)

18" MIN (TYP.)

18" MIN (TYP.)

18" MIN (TYP.)

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07



Item Description

Unit

Sht 9

Quantity

Machine Grading

Sta 5.5

Subbase, CIPCyd

140

Aggregate Base, 8 inch Syd

420

Aggregate Surface Cse, 6 inch Syd

35

Dr Structure Cover, Adj, Case 1

Ea 3

Dr Structure Cover, Type Q

Ea 3

HMA, 5E3

Ton 130

HMA, LVSP

Ton 50

HMA Approach

Ton 13

Driveway, Nonreinf Conc, 6 inch Syd

32

Sidewalk Ramp, Conc, 6 inch

Sft 370

Sidewalk, Conc, 4 inch

Sft 645

Detectable Warning Surface, Cast Iron

Ft 40

Gate Valve and Box, 8 inch

Ea 4

Water Main, DI Cl 53, 6 inch, Tr Det G

Ft 10


Ft 525

Water Serv Ea 4

Water Serv, Long, HDD

Ea 4

1

2

3

E:\C

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, 7/2

0/20

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0:55

:18

AM

, sro

berts

, 1:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

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Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

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17M

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+50

TO 1

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15-0901

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SEE SHEET11

PROPOSED 8"WATER MAIN

9







INLINE WATER VALVE, TEMP, 8 INCH1 EA


DETECTABLE WARNINGSURFACE, CAST IRON30 FT (THIS INTERSECTION)

SIDEWALK RAMP, CONC, 6 INCH280 SFT (THIS INTERSECTION)

DR STURCTURE, ADJ, CASE 1(COVER Q, SAN)

1 EA

DR STRUCTURE, ADJ, CASE 1(COVER D)

2 EA

5.5' (TYP.)

DR STURCTURE, ADJ, CASE 1(COVER Q)

1 EA

18" MIN (TYP.)

DR STURCTURE, ADJ, CASE 1(COVER B, STM)

1 EA

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07



Item Description

Unit

Sht 10

Quantity

Machine Grading

Sta 5.5

Subbase, CIPCyd

165


495


155


Ea 5

Dr Structure Cover, Type D

Ea 2


Ea 2

Dr Structure Cover, Type B

Ea 1

HMA, 5E3

Ton 135

HMA, LVSP

Ton 55

HMA Approach

Ton 15


Sft 280


Sft 885


Ft 30


Ea 2

Water Main, DI, Cl 53 8 inch, Tr Det G

Ft 585

Water Serv Ea 4


Ea 4

Inline Water Valve, Temp, 8 inch

Ea 1

3

2

1

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1 R

1.dw

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0, 7

/20/

2016

10:

55:2

5 A

M, s

robe

rts, 1

:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

9.92

7.10

17M

anist

ee, M

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Have

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Bend

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0+90

TO 1

6+50

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1"=20'1"=5'

15-0901

25

MAY 2016

JWM

TRD

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AG

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F PA

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INILES ST.

E. S

AINT

JOSE

PH S

T.

PAW

PAW

ST.

NILES ST.

SEE SHEET12

PROPOSEDCENTERLINE GRADE

SEE SHEET10


(FOR ALTERNATE)

GATE VALVE AND BOX, 6 INCHSTA 11+63, 7.1' R (1 EA)(FOR ALTERNATE)

GATE VALVE AND BOX, 8 INCHSTA 11+69, 13.6' L (1 EA)(FOR ALTERNATE)

INLINE WATER VALVE, TEMP, 6 INCH1 EA

(FOR ALTERNATE)


(FOR ALTERNATE)


(FOR ALTERNATE)WATER MAIN, DI CL 53, 8 INCH, TR DET G

575 FT (THIS SHEET)(FOR ALTERNATE)

WATER MAIN, DI CL 53, 6 INCH, TR DET G35 FT (THIS SHEET)(FOR ALTERNATE)

CURB AND GUTTER,CONC, DET C4

325 FT(FOR ALTERNATE)

DR STRUCTURE, ADJ, CASE 11 EA (COVER K)





DR STRUCTURE, ADJ, CASE 11 EA (COVER B, STM)





GATE BOX, ADJ, CASE 11 EA


15' (TYP.)

10' (TYP.)

SIDEWALK, CONC, 4 INCH555 SFT (THIS INTERSECTION)



DETECTABLE WARNINGSURFACE, CAST IRON

40 FT (THIS INTERSECTION)


CURB AND GUTTER,CONC, DET C4

105 FT(THIS INTERSECTION)

CURB AND GUTTER,CONC, DET C4155 FT(FOR ALTERNATE)

CURB AND GUTTER, CONC, DET C460 FT (THIS INTERSECTION)


5.5' (TYP.)


CALL MISS DIG

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


Base Bid

Item Description

Unit

Sht 11

Quantity

Machine Grading

Sta 5.5

Subbase, CIPCyd

875


2625

Sanitary Sewer, PVC SDR 35, 8 inch, Tr Det G

Ft 330

Sanitary Service, PVC, 6 inch

Ft 210

Sanitary Cleanout

Ea 6


Ea 10

Dr Structure Cover, Type K

Ea 7


Ea 3


Ea 3

Sanitary Manhole, 48 inch dia

Ea 3

HMA, 5E3

Ton 220

HMA, LVSP

Ton 290

Curb and Gutter, Conc, Det C4

Ft 245


Sft 990


Sft 1710


Ft 80

Gate Box, Adj, Case 1

Ea 1


Item Description

Unit

Sht 11

Quantity


21


Ft 480

Driveway Opening, Conc, Det M

Ft 40


Sft 50


Ea 2


Ea 3


Ft 35


Ft 575

Water Serv Ea 1

Water Serv, Long

Ea 3

Inline Water Valve, Temp, 6 inch

Ea 1

3

2

1

E:\C

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1 R

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1, 7

/20/

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10:

55:3

3 A

M, s

robe

rts, 1

:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

9.92

7.10

17M

anist

ee, M

ISo

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Have

n, M

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Bend

, IN

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Con

fiden

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Mar

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Wat

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Pla

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PYRI

GHT

201

3 - A

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NSU

LTA

NTS

, IN

C.

12

NIL

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TPL

AN

AN

D PR

OFI

LEST

A 1

6+50

TO 2

2+15

(P.O

.E.)

SCR

1"=20'1"=5'

15-0901

25

MAY 2016

JWM

TRD

SPJ/AS

VILL

AG

E O

F PA

W P

AW

NIL

ES S

T. A

ND

LAG

RAVE

ST.

REC

ON

STRU

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CT

VAN

BUR

EN C

OUN

TY, M

I

NILES ST. NILES ST.

E. M

ICHI

GAN

AVE.

OAK

ST.

11 P.O.E. STA 22+15


LIVE TAP, 8 INCH BY 8 INCHSTA 18+50, 19.4' L (1 EA)(FOR ALTERNATE)DR STRUCTURE, ADJ, CASE 1

1 EA (COVER B, STM)













CURB AND GUTTER, CONC, DET C4105 FT (FOR ALTERNATE)



DETECTABLE WARNING SURFACE, CAST IRON40 FT ( THIS INTERSECTION)

DETECTABLE WARNINGSURFACE, CAST IRON

10 FT ( THIS CROSSING)(FOR ALTERNATE)

SIDEWALK, CONC, 4 INCH150 SFT (FOR ALTERNATE)

SIDEWALK RAMP, CONC, 6 INCH135 SFT (FOR ALTERNATE)


WATER MAIN, DI CL 53, 8 INCH, TR DET G205 FT (FOR ALTERNATE)


5.5' (TYP.)

WATER SERVICE TO BE REPLACED(BY VILLAGE OF PAW PAW)



18" MIN. (TYP.)


CALL MISS DIG

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


Base Bid

Item Description

Unit

Sht 12

Quantity

Machine Grading

Sta 5.75

Subbase, CIPCyd

835


2505


Ft 671


Ft 260

Sanitary Cleanout

Ea 7


Ea 10


Ea 5


Ea 3


Ea 5


Ea 3

HMA, 5E3

Ton 220

HMA, LVSP

Ton 290


Ft 185


Sft 600


Sft 1225


Ft 40


Ea 4


Item Description

Unit

Sht 12

Quantity


55


Ft 105

Driveway Opening, Conc, Det M

Ft 80


Sft 135


Sft 150


Ft 10


Ft 205

Water Serv Ea 2

Live Tap, 8 inch by 8 inch

Ea 1

3

2

1

E:\C

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G\_

2015

\15-

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-600

PA

W P

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LA

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E ST

\dw

g\15

-090

1 R

1.dw

g, 1

2, 7

/20/

2016

10:

55:4

1 A

M, s

robe

rts, 1

:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

9.92

7.10

17M

anist

ee, M

ISo

uth

Have

n, M

ISo

uth

Bend

, IN

Porta

ge, I

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Con

fiden

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Arc

hite

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Mar

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Wat

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Pla

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, IN

C.

13

LA G

RAVE

STR

EET

PLA

N &

PRO

FILE

STA

. (P.

O.B

) 100

+00

TO 1

05+6

5

SCR

1"=20'1"=5'

15-0901

25

MAY 2016

JWM

TRD

SPJ/AS

VILL

AG

E O

F PA

W P

AW

NIL

ES S

T. A

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LAG

RAVE

ST.

REC

ON

STRU

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LA GRAVE ST.

WAT

ER S

T.

E. B

ERRI

EN S

T.

LA GRAVE ST.

9

14


RAMPS AT THIS INTERSECTIONQUANTIFIED ON SHEET 9



SIDEWALK RAMP, CONC, 6 INCH290 FT (THIS INTERSECTION)


DR STRUCTURE, ADJ, CASE 12 EA (COVER Q, SAN)


DR STRUCTURE, ADJ, CASE 11 EA (COVER D)






EXISTING CENTERLINE

5.5' (TYP.)

18" MIN. (TYP.)

18" MIN. (TYP.)


CALL MISS DIG

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07



Item Description

Unit

Sht 13

Quantity

Machine Grading

Sta 5.75

Subbase, CIPCyd

185


555


Ea 5


Ea 2


Ea 2


Ea 1

HMA, 5E3

Ton 140

HMA, LVSP

Ton 65

HMA Approach

Ton 35


Sft 290


Sft 1410


Ft 40


Ea 3


Ft 600

Water Serv Ea 6


Ea 6


Ea 1

3

2

1

E:\C

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3D

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G\_

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PA

W P

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LA

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E ST

\dw

g\15

-090

1 R

1.dw

g, 1

3, 7

/20/

2016

10:

55:4

9 A

M, s

robe

rts, 1

:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

9.92

7.10

17M

anist

ee, M

ISo

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Have

n, M

ISo

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Bend

, IN

Porta

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Con

fiden

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Arc

hite

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urve

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GHT

201

3 - A

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MA

RCHE

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NSU

LTA

NTS

, IN

C.

14

LA G

RAVE

STR

EET

PLA

N &

PRO

FILE

STA

105

+65

TO 1

11+5

0

SCR

1"=20'1"=5'

15-0901

25

MAY 2016

JWM

TRD

SPJ/AS

VILL

AG

E O

F PA

W P

AW

NIL

ES S

T. A

ND

LAG

RAVE

ST.

REC

ON

STRU

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VAN

BUR

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I

WATER MAIN, DI CL 53, 6 INCH, TR DET G30 FT (THIS SHEET)(FOR ALTERNATE)

LA GRAVE ST.

E. S

AINT

JOSE

PH S

T.

PAW

PAW

ST.

LA GRAVE ST.13

15

PROPOSED 8" WATERMAIN


(FOR ALTERNATE)

GATE VALVE AND BOX, 8 INCHSTA 106+61, 7.8' L (1 EA)(FOR ALTERNATE)


(FOR ALTERNATE)


(FOR ALTERNATE)


(FOR ALTERNATE)GATE VALVE AND BOX, 6 INCHSTA 106+56, 12.5' L (1 EA)

(FOR ALTERNATE)

FIRE HYDRANTSTA 110+14, 22.0' L(FOR ALTERNATE)





SIDEWALK, CONC, 4 INCH585 SFT (THIS INTERSECTION) SIDEWALK, CONC, 4 INCH

650 SFT (THIS INTERSECTION)


CURB AND GUTTER,CONC, DET C470 FT (THIS INTERSECTION)












PROPOSEDCENTERLINE

5.5' (TYP.)

DR STRUCTURE, ADJ, CASE 11 EA (COVER Q)


CALL MISS DIG

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


Base Bid

Item Description

Unit

Sht 14

Quantity

Machine Grading

Sta 5.75

Subbase, CIPCyd

780


2340


100


Ft 675


Ft 175

Sanitary Cleanout

Ea 5


Ea 13


Ea 7


Ea 3


Ea 3


Ea 2


Ea 2

HMA, 5E3

Ton 195

HMA, LVSP

Ton 260

HMA Approach

Ton 10


Ft 250


Sft 1000


Sft 1485


Ft 80


Ea 1


Item Description

Unit

Sht 14

Quantity


Sft 300

Fire Hydrant

Ea 1


Ea 1


Ea 4


Ft 30


Ft 590

Water Serv Ea 1

Water Serv, Long

Ea 3

3

2

1

E:\C

IVIL

3D

\EN

G\_

2015

\15-

0901

-600

PA

W P

AW

LA

GR

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E ST

\dw

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-090

1 R

1.dw

g, 1

4, 7

/20/

2016

10:

55:5

6 A

M, s

robe

rts, 1

:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

9.92

7.10

17M

anist

ee, M

ISo

uth

Have

n, M

ISo

uth

Bend

, IN

Porta

ge, I

N

Con

fiden

ce B

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Engi

neer

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Arc

hite

ctur

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urve

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Mar

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Wat

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Pla

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Arc

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ent S

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CO

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3 - A

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NSU

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15

LA G

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STR

EET

PLA

N &

PRO

FILE

STA

111

+50

TO 1

17+1

0 (P

.O.E

.)

SCR

1"=20'1"=5'

15-0901

25

MAY 2016

JWM

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E. M

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OAK

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14 P.O.E. 117+10


PROPOSED 8" WATERMAIN



DETECTABLE WARNING SURFACE,CAST IRON


LIVE TAP, 8 INCH BY 8 INCHSTA 113+40, 9.6' L (1 EA)(FOR ALTERNATE)

GATE BOX, ADJ, CASE 12 EADR STRUCTURE, ADJ, CASE 1

1 EA (COVER B, STM)










CURB AND GUTTER, CONC, DET C435 FT (FOR ALTERNATE)

CURB, CONC, DET E445 FT (FOR ALTERNATE)


5.5' (TYP.)

WATER MAIN, DI CL 53, 8 INCH, TR DET G195 FT (FOR ALTERNATE)




18" MIN. (TYP.)


CALL MISS DIG

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


Base Bid

Item Description

Unit

Sht 15

Quantity

Machine Grading

Sta 5.5

Subbase, CIPCyd

795


2385


Ft 350


Ft 245

Sanitary Cleanout

Ea 7


Ea 8


Ea 3


Ea 3


Ea 2


Ea 2


Ea 1


Ea 1

HMA, 5E3

Ton 200

HMA, LVSP

Ton 265

HMA Approach

Ton 20


24


Ft 150


Sft 525


Sft 870


Ft 40


Ea 4


Item Description

Unit

Sht 15

Quantity


Ft 35

Curb, Conc, Det E4

Ft 45


Sft 110


Ft 195

Water Serv Ea 1

Water Serv, Long

Ea 1

Live Tap, 8 inch by 8 inch

Ea 1

3

2

1

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DATE:

SHEET NO.

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DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

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OTHER SIZES

QA/QC REVIEW:

DATE:

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BERR

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S NILES ST

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S NILES ST

LA GRAVE ST

WAT

ER S

T

BERR

IEN

ST

LA GRAVE ST

8" GATE VALVE &BOX

(2) 8" 45° BEND

6"x8" REDUCER

6" COUPLING TOEXISTING

8" TEE

8" TEE

8" GATE VALVE &BOX

8" GATE VALVE &BOX

6"x8" REDUCER


8" GATE VALVE &BOX

8" 45° BEND

8" 45° BEND

(2) 8" 45° BEND

8" GATE VALVE &BOX

8" GATE VALVE &BOX

8" GATE VALVE &BOX

8" TEE


8" TEE


INLINE WATERVALVE, TEMP, 8 INCH

8" GATE VALVE &BOX

8" GATE VALVE &BOX

8" CROSS

CONNECT WATER MAIN TOEXISTING GATE VALVE

CONNECT WATER MAIN TOEXISTING GATE VALVE

(2) 8" 45° BEND

(2) 8" 45° BEND

(2) 8" 45° BEND

8" 90° BEND

(4) 8" 45° BEND

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


CAUTIONCRITICAL UTILITY

1

2

3

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PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

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HORZ:VERT:

SHEE

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OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

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Har

bor,

MI.

4902

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269.

927.

2295

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8" GATE VALVE &BOX

INLINE WATER VALVE,TEMP, 6 INCH

6" GATE VALVE &BOX

8" GATE VALVE &BOX

8"x8"x6" TEE

8"x8"x6" TEE

6" COUPLINGTO EXISTING


8"x8"x6" TEE

8" GATE VALVE &BOX


6" GATE VALVE &BOX

(2) 6" 45°BENDS

LIVE TAP, 8 INCH BY 8 INCH

PROVIDE MONOLITHIC CURBTO MEET EXISTING GRADE

(INCLUDED IN PRICE OF SIDEWALK)

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07



CALL MISS DIGCAUTION

BURIED GAS MAINSCALL MISS DIG

3

2

1

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7, 7

/20/

2016

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57:1

0 A

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robe

rts, 1

:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

9.92

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DET

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15-0901

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MAY 2016

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PAW

PAW

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LA GRAVE ST

OAK

ST

LA GRAVE ST

LA GRAVE ST

LA GRAVE ST

8" GATE VALVE &BOX

8" GATE VALVE &BOX

6"x8" CROSS

6" GATE VALVE &BOX



LIVE TAP, 8 INCH BY 8 INCH

8"x8"x8"x6" CROSS

8" GATE VALVE &BOX

8" GATE VALVE &BOX



8"x6" TEE

PROPOSED FIREHYDRANT

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07



CALL MISS DIGCAUTION

BURIED GAS MAINSCALL MISS DIG

3

2

1

E:\C

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2016

10:

57:2

3 A

M, s

robe

rts, 1

:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

9.92

7.10

17M

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15-0901

25

MAY 2016

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LIMITS OF RESTORATION(TYP.)




15' (TYP.)

15' (TYP.)

15' (TYP.)

15' (TYP.)

PAVT MRKG, WATERBORNE,4 INCH, YELLOW550 FT (THIS SHEET)

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07



Item Description

Unit

Sht 19

Quantity

Erosion Control, Inlet Protection, Fabric Drop

Ea 15

Erosion Control, Silt Fence

Ft 250

Fertilizer, Chemical Nutrient, Cl A

Lb 75

Mulch Blanket

Syd

1525

Seeding, Mixture TDS

Lb 75

Topsoil Surface, Furn, 4 inch Syd

1525

Pavt Mrkg, Waterborne, 4 inch, Yellow

Ft 550

3

2

1

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8 A

M, s

robe

rts, 1

:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

9.92

7.10

17M

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20

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SCR

1"=40'N/A

15-0901

25

MAY 2016

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TRD

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VILL

AG

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NILES ST. NILES ST.


E. S

AINT

JOSE

PH S

T.

PAW

PAW

ST.

E. M

ICHI

GAN

AVE.

OAK

ST.

E. S

AINT

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PH S

T.

PAW

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E. M

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AVE.

OAK

ST.


15' TYP.

15' (TYP.)






PAVT MRKG, WATERBORNE,4 INCH, YELLOW

560 FT

PAVT MRKG, WATERBORNE,4 INCH, YELLOW570 FT

PAVT MRKG, WATERBORNE,4 INCH, YELLOW550 FTPAVT MRKG, OVLY COLD PLASTIC,

24 INCH, STOP BAR40 FT (THIS INTERSECTION)

PAVT MRKG, OVLY COLD PLASTIC,12 INCH, CROSSWALK


PAVT MRKG, OVLY COLD PLASTIC,12 INCH, CROSSWALK

240 FT (THIS INTERSECTION) PAVT MRKG, OVLY COLD PLASTIC,24 INCH, STOP BAR40 FT (THIS INTERSECTION)

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


Base Bid

Item Description

Unit

Sht 20

Quantity

Erosion Control, Inlet Protection, Fabric Drop

Ea 50

Erosion Control, Silt Fence

Ft 250

Fertilizer, Chemical Nutrient, Cl A

Lb 75

Mulch Blanket

Syd

1525

Seeding, Mixture TDS

Lb 75

Topsoil Surface, Furn, 4 inch Syd

1525

Pavt Mrkg, Ovly Cold Plastic, 12 inch, Crosswalk

Ft 480

Pavt Mrkg, Ovly Cold Plastic, 24 inch, Stop Bar

Ft 80

Pavt Mrkg, Waterborne, 4 inch, Yellow

Ft 1680

3

2

1

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PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

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PHASE 1A CONSTRUCTION

PHASE 1A CONSTRUCTION

711

7 11

10

10

10

10

13

12

1312

1312

11

1312

11 8

14

3

3

41

5

41

21 6

14

3

3

2 15

6

12

13

9

10

11

1

2

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4

5

6

7

8

14

8

13

26

2 121

21 4

10

10

MAINTAIN ONE LANE OF WBE. MICHIGAN AVENUE WESTOF BROWN ST. UTILIZINGCHANNELIZING DEVICES

10*

*PROVIDE TYPE IIIBARRICADE w/R11-2 TOCLOSE INSIDE WB LANETO E. MICHIGAN AVENUE

PROV

IDE

MDOT

TYP

ICAL

M04

90a

TEMP

TRA

FFIC

CON

TROL

FOR

EB E

. MIC

HIGA

N AV

E.IN

CLUD

E PO

RTIO

N OF

MDO

T TY

PICA

LST

ANDA

RD M

0490

a ON

THIS

SID

E OF

CONS

TRUC

TION

WOR

K Z

ONE

15

10

10

9

9

9

9

2

2

4 ADDENDUM #2 DAD 2016-07-06

3 ADDENDUM #1 DAD 2016-06-27



5 ADDENDUM #3 DAD 2016-07-07


Base Bid

Item Description

Unit

Sht 21

Quantity

Barricade, Type III, High Intensity, Lighted, Furn

Ea 22

Barricade, Type III, High Intensity, Lighted, Oper

Ea 22

Lighted Arrow, Type C, Furn

Ea 1

Lighted Arrow, Type C, Oper

Ea 1

Minor Traf Devices LSUM 1

Plastic Drum, High Intensity, Furn

Ea 75

Plastic Drum, High Intensity, Oper

Ea 75

Sign, Type B, Temp, Prismatic, Furn

Sft 1133

Sign, Type B, Temp, Prismatic, Oper

Sft 1133

Traf Regulator Control

LSUM 1

1

2

3

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1 T1

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1, 7

/20/

2016

10:

58:5

7 A

M, s

robe

rts, 1

:1

PRO

JEC

T:

DATE:

SHEET NO.

ACI JOB #

DRAWN BY:

DESIGNED BY:

PM REVIEW:

SEAL:

SIGNATURE:

SCALE:

HORZ:VERT:

SHEE

T TIT

LE:




OTHER SIZES

QA/QC REVIEW:

DATE:

95 W

est M

ain

Stre

etBe

nton

Har

bor,

MI.

4902

3T

269.

927.

2295

F 26

9.92

7.10

17M

anist

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n, M

ISo

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, IN

Porta

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village of paw paw - abonmarche and lagrave... · 2016-09-15 · water main, rem 25 ft water main,...

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