Post on 13-Feb-2020
1 O
F 25
V
ILLA
GE
O
F P
AW
P
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S S
T. A
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LA
GR
AV
E S
T. R
EC
ON
ST
RU
CT
IO
N P
RO
JE
CT
AC
I JO
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
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
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1 TL
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g, 1
, 7/2
0/20
16 1
1:40
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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:
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
est M
ain
Stre
etBe
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bor,
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4902
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PRO
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DC
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SEC
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S
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AS NOTEDAS NOTED
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
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ST.
REC
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STRU
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N P
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CT
VAN
BUR
EN C
OUN
TY, M
I
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
1
2
3
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
-090
1 X
1.dw
g, 2
, 7/2
0/20
16 1
0:53
:36
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:
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
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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Have
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STRU
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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
1
2
3
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
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\dw
g\15
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1 X
1.dw
g, 3
, 7/2
0/20
16 1
0:53
:37
AM
, sro
berts
, 1:1
X X X
PRO
JEC
T:
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
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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LTA
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, IN
C.
4
DE
TAIL
S, L
EGEN
D &
NO
TES
SCR
AS NOTEDN/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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N P
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CT
VAN
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EN C
OUN
TY, M
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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
2
Base Bid
Item Description
Unit
Sht 4
Quantity
Mobilization, Max. 7%LSUM 1
1
2
3
2
E:\C
IVIL
3D
\EN
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2015
\15-
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PA
W P
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E ST
\dw
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1.dw
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, 7/2
0/20
16 1
0:53
:44
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:
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
est M
ain
Stre
etBe
nton
Har
bor,
MI.
4902
3T
269.
927.
2295
F 26
9.92
7.10
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anist
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EXIS
TING
CO
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S-1
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ILES
ST &
LA
GRA
VE S
T
SCR
1"=40'N/A
15-0901
25
MAY 2016
JWM
TRD
SPJ/AS
VILL
AG
E O
F PA
W P
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NIL
ES S
T. A
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ST.
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OUN
TY, M
I
NILES ST.
LA GRAVE ST.
E. B
ERRI
EN S
T
WAT
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T.
E. S
AINT
JOSE
PH S
T.E.
SAI
NT JO
SEPH
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
CAUTIONBURIED GAS MAINS
CALL MISS DIG
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
1
2
3
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
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AV
E ST
\dw
g\15
-090
1 B
S.dw
g, 5
, 7/2
0/20
16 1
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:03
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:
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
est M
ain
Stre
etBe
nton
Har
bor,
MI.
4902
3T
269.
927.
2295
F 26
9.92
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17M
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EXIS
TING
CO
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S-2
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ST, N
ILES
ST &
LA
GRA
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T
SCR
1"=40'N/A
15-0901
25
MAY 2016
JWM
TRD
SPJ/AS
VILL
AG
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F PA
W P
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NIL
ES S
T. A
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STRU
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NILES ST. NILES ST.
LA GRAVE ST. LA GRAVE ST.
PAW
PAW
ST.
E. M
ICHI
GAN
AVE.
OAK
ST.
PAW
PAW
ST.
E. M
ICHI
GAN
AVE.
OAK
ST.
SEE SHEET5SEE SHEET5
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'
CAUTIONBURIED GAS MAINS
CALL MISS DIG
CAUTIONBURIED GAS MAINS
CALL MISS DIG
CAUTIONBURIED GAS MAINS
CALL MISS DIG
CAUTIONBURIED GAS MAINS
CALL MISS DIG
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
1
2
3
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
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1 B
S.dw
g, 6
, 7/2
0/20
16 1
0:54
:07
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:
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
est M
ain
Stre
etBe
nton
Har
bor,
MI.
4902
3T
269.
927.
2295
F 26
9.92
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7
WA
TER
ST, N
ILES
ST &
LA
GRA
VE S
TRE
MO
VAL
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
LAG
RAVE
ST.
REC
ON
STRU
CTIO
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, 4 INCH,CUT AND PLUG1 EA
WATER MAIN, REM25 FT
WATER MAIN, REM425 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
TREE, REM, 6 INCH TO 18 INCH1 EA
WATER MAIN, REM175 FT
WATER MAIN, REM55 FT
WATER MAIN, REM25 FT
SIDEWALK, REM9 SYD
SIDEWALK, REM15 SYD
SIDEWALK, REM10 SYD
SIDEWALK, REM7 SYD
WATER MAIN, 4 INCH,CUT AND PLUG1 EA
WATER MAIN, 4 INCH,CUT AND PLUG2 EA
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
LIMITS OFCONSTRUCTION
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'
CAUTIONBURIED GAS MAINS
CALL MISS DIG
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
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
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
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\dw
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1 R
M1.
dwg,
7, 7
/20/
2016
10:
54:3
4 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:
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
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
Porta
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N
Con
fiden
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Engi
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Arc
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CO
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C.
8
NIL
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T.& L
A G
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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
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NIL
ES S
T. A
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LAG
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ST.
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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.
LA GRAVE ST. LA GRAVE 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
DR STRUCTURE, REM1 EA
DR STRUCTURE, REM1 EA
DR STRUCTURE, REM1 EA
DR STRUCTURE, REM1 EA
DR STRUCTURE, REM1 EA
DR STRUCTURE, REM1 EA
DR STRUCTURE, REM1 EA
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)
WATER MAIN, 4 INCH,CUT AND PLUG1 EA (FOR ALTERNATE)
SIDEWALK, REM30 SYD (FOR ALTERNATE)
TREE, REM, 6 INCH TO 18 INCH1 EA
CURB AND GUTTER, REM260 FT (FOR ALTERNATE)
CURB AND GUTTER, REM120 FT (THIS INTERSECTION)
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 PLUG1 EA (FOR ALTERNATE)
WATER MAIN, 4 INCH,CUT AND PLUG1 EA (FOR ALTERNATE)
WATER MAIN, 4 INCH,CUT AND PLUG1 EA (FOR ALTERNATE)
WATER MAIN, 4 INCH,CUT AND PLUG
2 EA(FOR ALTERNATE)
WATER MAIN, 4 INCH,CUT AND PLUG1 EA (FOR ALTERNATE)
TREE, REM, 6 INCH TO 18 INCH1 EA
SIDEWALK, REM110 SYD (THIS INTERSECTION)
SIDEWALK, REM100 SYD (THIS INTERSECTION)
SIDEWALK, REM100 SYD (THIS INTERSECTION)
SIDEWALK, REM125 SYD (THIS INTERSECTION)
SIDEWALK, REM95 SYD (THIS INTERSECTION)
CURB AND GUTTER, REM120 FT (THIS INTERSECTION)
CURB AND GUTTER, REM120 FT (THIS INTERSECTION)
CURB AND GUTTER, REM70 FT (THIS INTERSECTION)
CURB AND GUTTER, REM70 FT (THIS INTERSECTION)
PAVT, REM4550 SYD
PAVT, REM45 SYD(FOR ALTERNATE)
TREE, REM, 6 INCH TO 18 INCH1 EA
POWER POLE TO BERELOCATED (BY OTHERS)
POWER POLE TO BERELOCATED (BY OTHERS)
POWER POLE TO BERELOCATED (BY OTHERS)
SEE SHEET7SEE SHEET7
LIMITS OFCONSTRUCTION
LIMITS OFCONSTRUCTION
LIMITS OFCONSTRUCTION
LIMITS OFCONSTRUCTION
LIMITS OFCONSTRUCTION
LIMITS OFCONSTRUCTION
LIMITS OFCONSTRUCTION
CAUTIONBURIED GAS MAINS
CALL MISS DIG
CAUTIONBURIED GAS MAINS
CALL MISS DIG
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
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
Alternate Bid 1: Water Main Work
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
E:\C
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3D
\EN
G\_
2015
\15-
0901
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PA
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dwg,
8, 7
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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:
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
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
esig
n
Engi
neer
ing
Arc
hite
ctur
eLa
nd S
urve
ying
Mar
ina/
Wat
erfro
ntC
omm
unity
Pla
nnin
gLa
ndsc
ape
Arc
hite
ctur
eD
evel
opm
ent S
ervi
ces
CO
PYRI
GHT
201
3 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, IN
C.
9
WA
TER
STPL
AN
AN
D PR
OFI
LEST
A (P
.O.B
.) 0+
20 TO
5+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
CTIO
N P
ROJE
CT
VAN
BUR
EN C
OUN
TY, M
I
CAUTIONCRITICAL UTILITY
LAGR
AVE
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)
CAUTIONBURIED GAS MAINS
CALL MISS DIG
GATE VALVE AND BOX, 8 INCHSTA 0+38, 11.1' R (1 EA)
GATE VALVE AND BOX, 8 INCHSTA 0+42, 19.2' R (1 EA)
WATER MAIN, DI CL 53, 8 INCH, TR DET G525 FT (THIS SHEET)
WATER MAIN, DI CL 53, 6 INCH, TR DET G10 FT (THIS SHEET)
GATE VALVE AND BOX, 8 INCHSTA 4+86, 3.5' L (1 EA)
SIDEWALK RAMP,CONC, 6 INCH35 SFT
SIDEWALK, CONC, 4 INCH170 SFT
DETECTABLE WARNING SURFACE,CAST IRON10 FT (THIS INTERSECTION)
SIDEWALK RAMP, CONC, 6 INCH45 SFT
SIDEWALK, CONC, 4 INCH50 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 1(COVER Q)1 EA
DR STRUCTURE, ADJ, CASE 11 EA
5.5' (TYP.)
LIMITS OFCONSTRUCTION
DR STRUCTURE, ADJ, CASE 1(COVER Q)1 EA
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
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
Alternate Bid 1: Water Main Work
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
Water Main, DI Cl 53, 8 inch, Tr Det G
Ft 525
Water Serv Ea 4
Water Serv, Long, HDD
Ea 4
1
2
3
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
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PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
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1.dw
g, 9
, 7/2
0/20
16 1
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:
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
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
esig
n
Engi
neer
ing
Arc
hite
ctur
eLa
nd S
urve
ying
Mar
ina/
Wat
erfro
ntC
omm
unity
Pla
nnin
gLa
ndsc
ape
Arc
hite
ctur
eD
evel
opm
ent S
ervi
ces
CO
PYRI
GHT
201
3 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, IN
C.
10
NIL
ES S
TPL
AN
& P
ROFI
LEST
A 5
+50
TO 1
0+90
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
CTIO
N P
ROJE
CT
VAN
BUR
EN C
OUN
TY, M
I
NILES ST.
E. B
ERRI
EN S
T.
NILES ST.
SEE SHEET11
PROPOSED 8"WATER MAIN
9
SIDEWALK, CONC, 4 INCH175 SFT
SIDEWALK, CONC, 4 INCH40 SFT
SIDEWALK, CONC, 4 INCH175 SFT
SIDEWALK, CONC, 4 INCH50 SFT
WATER MAIN, DI CL 53, 8 INCH, TR DET G585 FT (THIS SHEET)
GATE VALVE AND BOX, 8 INCHSTA 8+32, 10.0' R (1 EA)
INLINE WATER VALVE, TEMP, 8 INCH1 EA
GATE VALVE AND BOX, 8 INCHSTA 8+22, 10.0' R (1 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
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
Alternate Bid 1: Water Main Work
Item Description
Unit
Sht 10
Quantity
Machine Grading
Sta 5.5
Subbase, CIPCyd
165
Aggregate Base, 8 inch Syd
495
Aggregate Surface Cse, 6 inch Syd
155
Dr Structure Cover, Adj, Case 1
Ea 5
Dr Structure Cover, Type D
Ea 2
Dr Structure Cover, Type Q
Ea 2
Dr Structure Cover, Type B
Ea 1
HMA, 5E3
Ton 135
HMA, LVSP
Ton 55
HMA Approach
Ton 15
Sidewalk Ramp, Conc, 6 inch
Sft 280
Sidewalk, Conc, 4 inch
Sft 885
Detectable Warning Surface, Cast Iron
Ft 30
Gate Valve and Box, 8 inch
Ea 2
Water Main, DI, Cl 53 8 inch, Tr Det G
Ft 585
Water Serv Ea 4
Water Serv, Long, HDD
Ea 4
Inline Water Valve, Temp, 8 inch
Ea 1
3
2
1
E:\C
IVIL
3D
\EN
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2015
\15-
0901
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PA
W P
AW
LA
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AV
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\dw
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1.dw
g, 1
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:
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
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
esig
n
Engi
neer
ing
Arc
hite
ctur
eLa
nd S
urve
ying
Mar
ina/
Wat
erfro
ntC
omm
unity
Pla
nnin
gLa
ndsc
ape
Arc
hite
ctur
eD
evel
opm
ent S
ervi
ces
CO
PYRI
GHT
201
3 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, IN
C.
11
NIL
ES S
TPL
AN
& P
ROFI
LEST
A. 1
0+90
TO 1
6+50
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
CTIO
N P
ROJE
CT
VAN
BUR
EN C
OUN
TY, M
INILES ST.
E. S
AINT
JOSE
PH S
T.
PAW
PAW
ST.
NILES ST.
SEE SHEET12
PROPOSEDCENTERLINE GRADE
SEE SHEET10
GATE VALVE AND BOX, 8 INCHSTA 11+58, 10.7' L (1 EA)
(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)
GATE VALVE AND BOX, 8 INCHSTA 14+68, 13.8' L (1 EA)
(FOR ALTERNATE)
GATE VALVE AND BOX, 6 INCHSTA 14+64, 10.8' L (1 EA)
(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 K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER B, STM)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER B, STM)
DR STRUCTURE, ADJ, CASE 11 EA (COVER B, STM)
GATE BOX, ADJ, CASE 11 EA
DETECTABLE WARNINGSURFACE, CAST IRON40 FT (THIS INTERSECTION)
15' (TYP.)
10' (TYP.)
SIDEWALK, CONC, 4 INCH555 SFT (THIS INTERSECTION)
SIDEWALK RAMP, CONC, 6 INCH515 SFT (THIS INTERSECTION)
SIDEWALK RAMP, CONC, 6 INCH475 SFT (THIS INTERSECTION)
DETECTABLE WARNINGSURFACE, CAST IRON
40 FT (THIS INTERSECTION)
SIDEWALK, CONC, 4 INCH710 SFT (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)
PROPOSED 8"WATER MAIN
5.5' (TYP.)
CAUTIONBURIED GAS MAINS
CALL MISS DIG
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
Base Bid
Item Description
Unit
Sht 11
Quantity
Machine Grading
Sta 5.5
Subbase, CIPCyd
875
Aggregate Base, 8 inch Syd
2625
Sanitary Sewer, PVC SDR 35, 8 inch, Tr Det G
Ft 330
Sanitary Service, PVC, 6 inch
Ft 210
Sanitary Cleanout
Ea 6
Dr Structure Cover, Adj, Case 1
Ea 10
Dr Structure Cover, Type K
Ea 7
Dr Structure Cover, Type Q
Ea 3
Dr Structure Cover, Type B
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
Sidewalk Ramp, Conc, 6 inch
Sft 990
Sidewalk, Conc, 4 inch
Sft 1710
Detectable Warning Surface, Cast Iron
Ft 80
Gate Box, Adj, Case 1
Ea 1
Alternate Bid 1: Water Main Work
Item Description
Unit
Sht 11
Quantity
Driveway, Nonreinf Conc, 6 inch Syd
21
Curb and Gutter, Conc, Det C4
Ft 480
Driveway Opening, Conc, Det M
Ft 40
Sidewalk, Conc, 4 inch
Sft 50
Gate Valve and Box, 6 inch
Ea 2
Gate Valve and Box, 8 inch
Ea 3
Water Main, DI Cl 53, 6 inch, Tr Det G
Ft 35
Water Main, DI Cl 53, 8 inch, Tr Det G
Ft 575
Water Serv Ea 1
Water Serv, Long
Ea 3
Inline Water Valve, Temp, 6 inch
Ea 1
3
2
1
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
-090
1 R
1.dw
g, 1
1, 7
/20/
2016
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:
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
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
esig
n
Engi
neer
ing
Arc
hite
ctur
eLa
nd S
urve
ying
Mar
ina/
Wat
erfro
ntC
omm
unity
Pla
nnin
gLa
ndsc
ape
Arc
hite
ctur
eD
evel
opm
ent S
ervi
ces
CO
PYRI
GHT
201
3 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, IN
C.
12
NIL
ES S
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
CTIO
N P
ROJE
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
PROPOSEDCENTERLINE GRADE
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)
GATE BOX, ADJ, CASE 11 EA
GATE BOX, ADJ, CASE 12 EA
GATE BOX, ADJ, CASE 11 EA
DR STRUCTURE, ADJ, CASE 11 EA (COVER B, STM)
DR STRUCTURE, ADJ, CASE 11 EA (COVER B, STM)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER B, STM)
DR STRUCTURE, ADJ, CASE 11 EA (COVER B, STM)
CURB AND GUTTER, CONC, DET C4105 FT (FOR ALTERNATE)
CURB AND GUTTER, CONC, DET C4125 FT (THIS INTERSECTION)
SIDEWALK, CONC, 4 INCH600 SFT (THIS INTERSECTION)
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)
SIDEWALK RAMP, CONC, 6 INCH600 SFT (THIS INTERSECTION)
WATER MAIN, DI CL 53, 8 INCH, TR DET G205 FT (FOR ALTERNATE)
PROPOSED 8"WATER MAIN
5.5' (TYP.)
WATER SERVICE TO BE REPLACED(BY VILLAGE OF PAW PAW)
WATER SERVICE TO BE REPLACED(BY VILLAGE OF PAW PAW)
WATER SERVICE TO BE REPLACED(BY VILLAGE OF PAW PAW)
18" MIN. (TYP.)
CAUTIONBURIED GAS MAINS
CALL MISS DIG
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
Base Bid
Item Description
Unit
Sht 12
Quantity
Machine Grading
Sta 5.75
Subbase, CIPCyd
835
Aggregate Base, 8 inch Syd
2505
Sanitary Sewer, PVC SDR 35, 8 inch, Tr Det G
Ft 671
Sanitary Service, PVC, 6 inch
Ft 260
Sanitary Cleanout
Ea 7
Dr Structure Cover, Adj, Case 1
Ea 10
Dr Structure Cover, Type K
Ea 5
Dr Structure Cover, Type Q
Ea 3
Dr Structure Cover, Type B
Ea 5
Sanitary Manhole, 48 inch dia
Ea 3
HMA, 5E3
Ton 220
HMA, LVSP
Ton 290
Curb and Gutter, Conc, Det C4
Ft 185
Sidewalk Ramp, Conc, 6 inch
Sft 600
Sidewalk, Conc, 4 inch
Sft 1225
Detectable Warning Surface, Cast Iron
Ft 40
Gate Box, Adj, Case 1
Ea 4
Alternate Bid 1: Water Main Work
Item Description
Unit
Sht 12
Quantity
Driveway, Nonreinf Conc, 6 inch Syd
55
Curb and Gutter, Conc, Det C4
Ft 105
Driveway Opening, Conc, Det M
Ft 80
Sidewalk Ramp, Conc, 6 inch
Sft 135
Sidewalk, Conc, 4 inch
Sft 150
Detectable Warning Surface, Cast Iron
Ft 10
Water Main, DI Cl 53, 8 inch, Tr Det G
Ft 205
Water Serv Ea 2
Live Tap, 8 inch by 8 inch
Ea 1
3
2
1
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
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:
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
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
esig
n
Engi
neer
ing
Arc
hite
ctur
eLa
nd S
urve
ying
Mar
ina/
Wat
erfro
ntC
omm
unity
Pla
nnin
gLa
ndsc
ape
Arc
hite
ctur
eD
evel
opm
ent S
ervi
ces
CO
PYRI
GHT
201
3 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, 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
ND
LAG
RAVE
ST.
REC
ON
STRU
CTIO
N P
ROJE
CT
VAN
BUR
EN C
OUN
TY, M
I
LA GRAVE ST.
WAT
ER S
T.
E. B
ERRI
EN S
T.
LA GRAVE ST.
9
14
PROPOSED 8"WATER MAIN
RAMPS AT THIS INTERSECTIONQUANTIFIED ON SHEET 9
SIDEWALK, CONC, 4 INCH630 SFT (THIS INTERSECTION)
DETECTABLE WARNINGSURFACE, CAST IRON40 FT (THIS INTERSECTION)
SIDEWALK RAMP, CONC, 6 INCH290 FT (THIS INTERSECTION)
GATE BOX, ADJ, CASE 11 EA
DR STRUCTURE, ADJ, CASE 12 EA (COVER Q, SAN)
DR STRUCTURE, ADJ, CASE 11 EA (COVER B, STM)
DR STRUCTURE, ADJ, CASE 11 EA (COVER D)
DR STRUCTURE, ADJ, CASE 11 EA (COVER D)
WATER MAIN, DI CL 53, 8 INCH, TR DET G600 FT (THIS SHEET)
GATE VALVE AND BOX, 8 INCHSTA 103+24, 6.8' R (1 EA)
GATE VALVE AND BOX, 8 INCHSTA 103+20, 12.5' L (1 EA)
GATE VALVE AND BOX, 8 INCHSTA 103+23, 8.6' L (1 EA)
EXISTING CENTERLINE
5.5' (TYP.)
18" MIN. (TYP.)
18" MIN. (TYP.)
CAUTIONBURIED GAS MAINS
CALL MISS DIG
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
Alternate Bid 1: Water Main Work
Item Description
Unit
Sht 13
Quantity
Machine Grading
Sta 5.75
Subbase, CIPCyd
185
Aggregate Base, 8 inch Syd
555
Dr Structure Cover, Adj, Case 1
Ea 5
Dr Structure Cover, Type D
Ea 2
Dr Structure Cover, Type Q
Ea 2
Dr Structure Cover, Type B
Ea 1
HMA, 5E3
Ton 140
HMA, LVSP
Ton 65
HMA Approach
Ton 35
Sidewalk Ramp, Conc, 6 inch
Sft 290
Sidewalk, Conc, 4 inch
Sft 1410
Detectable Warning Surface, Cast Iron
Ft 40
Gate Valve and Box, 8 inch
Ea 3
Water Main, DI Cl 53, 8 inch, Tr Det G
Ft 600
Water Serv Ea 6
Water Serv, Long, HDD
Ea 6
Gate Box, Adj, Case 1
Ea 1
3
2
1
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
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:
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
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
esig
n
Engi
neer
ing
Arc
hite
ctur
eLa
nd S
urve
ying
Mar
ina/
Wat
erfro
ntC
omm
unity
Pla
nnin
gLa
ndsc
ape
Arc
hite
ctur
eD
evel
opm
ent S
ervi
ces
CO
PYRI
GHT
201
3 - A
BON
MA
RCHE
CO
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
CTIO
N P
ROJE
CT
VAN
BUR
EN C
OUN
TY, M
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
WATER MAIN, DI CL 53, 8 INCH, TR DET G590 FT (THIS SHEET)
(FOR ALTERNATE)
GATE VALVE AND BOX, 8 INCHSTA 106+61, 7.8' L (1 EA)(FOR ALTERNATE)
GATE VALVE AND BOX, 8 INCHSTA 106+51, 7.8' L (1 EA)
(FOR ALTERNATE)
GATE VALVE AND BOX, 8 INCHSTA 109+54, 8.4' L (1 EA)
(FOR ALTERNATE)
GATE VALVE AND BOX, 8 INCHSTA 109+73, 8.4' L (1 EA)
(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 RAMP, CONC, 6 INCH450 SFT (THIS INTERSECTION)
SIDEWALK RAMP, CONC, 6 INCH550 SFT (THIS INTERSECTION)
DETECTABLE WARNING SURFACE,CAST IRON40 FT (THIS INTERSECTION)
DETECTABLE WARNING SURFACE,CAST IRON40 FT (THIS INTERSECTION)
SIDEWALK, CONC, 4 INCH585 SFT (THIS INTERSECTION) SIDEWALK, CONC, 4 INCH
650 SFT (THIS INTERSECTION)
CURB AND GUTTER, CONC, DET C4180 FT (THIS INTERSECTION)
CURB AND GUTTER,CONC, DET C470 FT (THIS INTERSECTION)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER D)
DR STRUCTURE, ADJ, CASE 11 EA (COVER D)
DR STRUCTURE, ADJ, CASE 11 EA (COVER B, STM)
DR STRUCTURE, ADJ, CASE 11 EA (COVER D)
DR STRUCTURE, ADJ, CASE 11 EA (COVER D)
DR STRUCTURE, ADJ, CASE 11 EA (COVER D)
DR STRUCTURE, ADJ, CASE 12 EA (COVER D)
DR STRUCTURE, ADJ, CASE 12 EA (COVER B, STM)
PROPOSEDCENTERLINE
5.5' (TYP.)
DR STRUCTURE, ADJ, CASE 11 EA (COVER Q)
CAUTIONBURIED GAS MAINS
CALL MISS DIG
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
Base Bid
Item Description
Unit
Sht 14
Quantity
Machine Grading
Sta 5.75
Subbase, CIPCyd
780
Aggregate Base, 8 inch Syd
2340
Aggregate Surface Cse, 6 inch Syd
100
Sanitary Sewer, PVC SDR 35, 8 inch, Tr Det G
Ft 675
Sanitary Service, PVC, 6 inch
Ft 175
Sanitary Cleanout
Ea 5
Dr Structure Cover, Adj, Case 1
Ea 13
Dr Structure Cover, Type D
Ea 7
Dr Structure Cover, Type K
Ea 3
Dr Structure Cover, Type Q
Ea 3
Dr Structure Cover, Type B
Ea 2
Sanitary Manhole, 48 inch dia
Ea 2
HMA, 5E3
Ton 195
HMA, LVSP
Ton 260
HMA Approach
Ton 10
Curb and Gutter, Conc, Det C4
Ft 250
Sidewalk Ramp, Conc, 6 inch
Sft 1000
Sidewalk, Conc, 4 inch
Sft 1485
Detectable Warning Surface, Cast Iron
Ft 80
Gate Box, Adj, Case 1
Ea 1
Alternate Bid 1: Water Main Work
Item Description
Unit
Sht 14
Quantity
Sidewalk, Conc, 4 inch
Sft 300
Fire Hydrant
Ea 1
Gate Valve and Box, 6 inch
Ea 1
Gate Valve and Box, 8 inch
Ea 4
Water Main, DI Cl 53, 6 inch, Tr Det G
Ft 30
Water Main, DI Cl 53, 8 inch, Tr Det G
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
AV
E ST
\dw
g\15
-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:
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
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
esig
n
Engi
neer
ing
Arc
hite
ctur
eLa
nd S
urve
ying
Mar
ina/
Wat
erfro
ntC
omm
unity
Pla
nnin
gLa
ndsc
ape
Arc
hite
ctur
eD
evel
opm
ent S
ervi
ces
CO
PYRI
GHT
201
3 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, IN
C.
15
LA G
RAVE
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
TRD
SPJ/AS
VILL
AG
E O
F PA
W P
AW
NIL
ES S
T. A
ND
LAG
RAVE
ST.
REC
ON
STRU
CTIO
N P
ROJE
CT
VAN
BUR
EN C
OUN
TY, M
I
LA GRAVE ST. LA GRAVE ST.
E. M
ICHI
GAN
AVE.
OAK
ST.
14 P.O.E. 117+10
PROPOSEDCENTERLINE GRADE
PROPOSED 8" WATERMAIN
SIDEWALK RAMP, CONC, 6 INCH525 SFT (THIS INTERSECTION)
SIDEWALK, CONC, 4 INCH550 SFT (THIS INTERSECTION)
DETECTABLE WARNING SURFACE,CAST IRON
40 FT (THIS INTERSECTION)
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)
GATE BOX, ADJ, CASE 11 EA
GATE BOX, ADJ, CASE 11 EA
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER K)
DR STRUCTURE, ADJ, CASE 11 EA (COVER D)
DR STRUCTURE, ADJ, CASE 11 EA (COVER D)
DR STRUCTURE, ADJ, CASE 11 EA (COVER D)
DR STRUCTURE, ADJ, CASE 11 EA (COVER B, STM)
CURB AND GUTTER, CONC, DET C435 FT (FOR ALTERNATE)
CURB, CONC, DET E445 FT (FOR ALTERNATE)
CURB AND GUTTER, CONC, DET C4150 FT (THIS INTERSECTION)
5.5' (TYP.)
WATER MAIN, DI CL 53, 8 INCH, TR DET G195 FT (FOR ALTERNATE)
WATER SERVICE TO BE REPLACED(BY VILLAGE OF PAW PAW)
WATER SERVICE TO BE REPLACED(BY VILLAGE OF PAW PAW)
WATER SERVICE TO BE REPLACED(BY VILLAGE OF PAW PAW)
18" MIN. (TYP.)
CAUTIONBURIED GAS MAINS
CALL MISS DIG
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
Base Bid
Item Description
Unit
Sht 15
Quantity
Machine Grading
Sta 5.5
Subbase, CIPCyd
795
Aggregate Base, 8 inch Syd
2385
Sanitary Sewer, PVC SDR 35, 8 inch, Tr Det G
Ft 350
Sanitary Service, PVC, 6 inch
Ft 245
Sanitary Cleanout
Ea 7
Dr Structure Cover, Adj, Case 1
Ea 8
Dr Structure Cover, Type D
Ea 3
Dr Structure Cover, Type K
Ea 3
Dr Structure Cover, Type Q
Ea 2
Dr Structure Cover, Type B
Ea 2
Sanitary Manhole, 48 inch dia
Ea 1
Sanitary Manhole, 60 inch dia
Ea 1
HMA, 5E3
Ton 200
HMA, LVSP
Ton 265
HMA Approach
Ton 20
Driveway, Nonreinf Conc, 6 inch Syd
24
Curb and Gutter, Conc, Det C4
Ft 150
Sidewalk Ramp, Conc, 6 inch
Sft 525
Sidewalk, Conc, 4 inch
Sft 870
Detectable Warning Surface, Cast Iron
Ft 40
Gate Box, Adj, Case 1
Ea 4
Alternate Bid 1: Water Main Work
Item Description
Unit
Sht 15
Quantity
Curb and Gutter, Conc, Det C4
Ft 35
Curb, Conc, Det E4
Ft 45
Sidewalk, Conc, 4 inch
Sft 110
Water Main, DI Cl 53, 8 inch, Tr Det G
Ft 195
Water Serv Ea 1
Water Serv, Long
Ea 1
Live Tap, 8 inch by 8 inch
Ea 1
3
2
1
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
-090
1 R
1.dw
g, 1
5, 7
/20/
2016
10:
56:0
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:
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
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
esig
n
Engi
neer
ing
Arc
hite
ctur
eLa
nd S
urve
ying
Mar
ina/
Wat
erfro
ntC
omm
unity
Pla
nnin
gLa
ndsc
ape
Arc
hite
ctur
eD
evel
opm
ent S
ervi
ces
CO
PYRI
GHT
201
3 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, IN
C.
16
WA
TER,
NIL
ES &
LA
GRA
VEIN
TERS
ECTIO
N D
ETA
ILS
SCR/SJ
1"=10'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
CTIO
N P
ROJE
CT
VAN
BUR
EN C
OUN
TY, M
I
BERR
IEN
ST
S NILES ST
WAT
ER S
T
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
6" COUPLING TOEXISTING
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" COUPLING TOEXISTING
8" TEE
8" COUPLING TOEXISTING
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
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
CAUTIONCRITICAL UTILITY
1
2
3
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
-090
1 IN
TER
.dw
g, 1
6, 7
/20/
2016
10:
56:5
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:
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
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
esig
n
Engi
neer
ing
Arc
hite
ctur
eLa
nd S
urve
ying
Mar
ina/
Wat
erfro
ntC
omm
unity
Pla
nnin
gLa
ndsc
ape
Arc
hite
ctur
eD
evel
opm
ent S
ervi
ces
CO
PYRI
GHT
201
3 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, IN
C.
17
NIL
ES S
TREE
TIN
TERS
ECTIO
N D
ETA
ILS
SCR/SJ
1"=10'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
CTIO
N P
ROJE
CT
VAN
BUR
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OUN
TY, M
I
S NILES ST
E SA
INT
JOSE
PH S
T
PAW
PAW
ST
S NILES ST
MICH
IGAN
AVE
S NILES ST
OAK
ST
S NILES ST
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
6" COUPLINGTO EXISTING
8"x8"x6" TEE
8" GATE VALVE &BOX
6" COUPLINGTO EXISTING
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
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
CAUTIONBURIED GAS MAINS
CALL MISS DIGCAUTION
BURIED GAS MAINSCALL MISS DIG
3
2
1
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
-090
1 IN
TER
.dw
g, 1
7, 7
/20/
2016
10:
57:1
0 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:
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
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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, IN
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N
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fiden
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LTA
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, IN
C.
18
LA G
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STR
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INTE
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S
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15-0901
25
MAY 2016
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SPJ/AS
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F PA
W P
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ES S
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ST.
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STRU
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VAN
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OUN
TY, M
I
E SA
INT
JOSE
PH S
T
PAW
PAW
ST
MICH
IGAN
AVE
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
6" COUPLINGTO EXISTING
6" COUPLINGTO EXISTING
LIVE TAP, 8 INCH BY 8 INCH
8"x8"x8"x6" CROSS
8" GATE VALVE &BOX
8" GATE VALVE &BOX
8" COUPLINGTO EXISTING
6" COUPLINGTO EXISTING
8"x6" TEE
PROPOSED FIREHYDRANT
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
CAUTIONBURIED GAS MAINS
CALL MISS DIGCAUTION
BURIED GAS MAINSCALL MISS DIG
3
2
1
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
-090
1 IN
TER
.dw
g, 1
8, 7
/20/
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:
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
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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n
Engi
neer
ing
Arc
hite
ctur
eLa
nd S
urve
ying
Mar
ina/
Wat
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ntC
omm
unity
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nnin
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evel
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ervi
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CO
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3 - A
BON
MA
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NSU
LTA
NTS
, IN
C.
19
NIL
ES S
T & L
A G
RAVE
ST
SESC
PLA
N A
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PAVE
MEN
T MA
RKIN
GS
- 1
SCR
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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
CTIO
N P
ROJE
CT
VAN
BUR
EN C
OUN
TY, M
I
LIMITS OF RESTORATION(TYP.)
LIMITS OF RESTORATION(TYP.)
LIMITS OF RESTORATION(TYP.)
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
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
Alternate Bid 1: Water Main Work
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
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
-090
1 R
1.dw
g, 1
9, 7
/20/
2016
10:
58:0
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:
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
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
esig
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Engi
neer
ing
Arc
hite
ctur
eLa
nd S
urve
ying
Mar
ina/
Wat
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ntC
omm
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nnin
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ctur
eD
evel
opm
ent S
ervi
ces
CO
PYRI
GHT
201
3 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, IN
C.
20
NIL
ES S
T & L
A G
RAVE
ST
SESC
PLA
N A
ND
PAVE
MEN
T MA
RKIN
GS
- 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
CTIO
N P
ROJE
CT
VAN
BUR
EN C
OUN
TY, M
I
NILES ST. NILES ST.
LA GRAVE ST. LA GRAVE 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.
LIMITS OF RESTORATION(TYP.)
15' TYP.
15' (TYP.)
LIMITS OF RESTORATION(TYP.)
LIMITS OF RESTORATION(TYP.)
LIMITS OF RESTORATION(TYP.)
LIMITS OF RESTORATION(TYP.)
LIMITS OF RESTORATION(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
240 FT (THIS INTERSECTION)
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
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
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
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
-090
1 R
1.dw
g, 2
0, 7
/20/
2016
10:
58:1
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:
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
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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, IN
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ge, I
N
Con
fiden
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y D
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Arc
hite
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CO
PYRI
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201
3 - A
BON
MA
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CO
NSU
LTA
NTS
, IN
C.
21
TRA
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INTE
NA
NC
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PHA
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A
SCR
1" = 100'N/A
15-0901
25
MAY 2016
JWM
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SPJ/AS
VILL
AG
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F PA
W P
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STRU
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BUR
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I
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
3
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
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
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
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
-090
1 T1
.dw
g, 2
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:
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
est M
ain
Stre
etBe
nton
Har
bor,
MI.
4902
3T
269.
927.
2295
F 26
9.92
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, IN
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ge, I
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Con
fiden
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Arc
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3 - A
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, IN
C.
22
TRA
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MA
INTE
NA
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PHA
SE 1
B
SCR
1" = 100'N/A
15-0901
25
MAY 2016
JWM
TRD
SPJ/AS
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F PA
W P
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NIL
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OUN
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I
12
13
9
10
11
1
2
3
4
5
6
7
8PHASE 1B CONSTRUCTION
PHASE 1B CONSTRUCTION
711
7 11
10
10
1010
13 12
13 12
13
12 11 8
1312 11 8
14
3
3
41
62
5
41
6
14
3
3
21 5
6
61
5 1
52
212 121
10
10
10
360'
TAPE
R
13
14
INCL
UDE
PORT
ION
OF M
DOT
TYPI
CAL
STAN
DARD
M04
90a O
N TH
IS S
IDE
OFCO
NSTR
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ON W
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EMAINTAIN ONE LANE OF WBE. MICHIGAN AVENUE WESTOF BROWN ST. UTILIZINGCHANNELIZING DEVICES
10*
*PROVIDE TYPE IIIBARRICADE w/R11-2 TOCLOSE OUTSIDE WB LANETO E. MICHIGAN AVENUE
PROV
IDE
MDOT
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M04
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TEMP
TRA
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CON
TROL
FOR
EB E
. MIC
HIGA
N AV
E.
12
6 2 1
9
9
9
9
2
2
21 4
4 2 1
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
3
2
1
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
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1 T1
.dw
g, 2
2, 7
/20/
2016
10:
59:0
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:
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
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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uth
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n, M
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, IN
Porta
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Con
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Arc
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CO
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3 - A
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, IN
C.
23
TRA
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MA
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NA
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E PL
AN
PHA
SE 2
SCR
1" = 100'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
CTIO
N P
ROJE
CT
VAN
BUR
EN C
OUN
TY, M
I
PHASE 2 CONSTRUCTION
PHASE 2 CONSTRUCTION
711
7 11
10
10
10
10
10
10
10
10
13 12
1312
1312
1312
1
2
4
3
3
41
21 5
41
2
152 6
14
3
3
5
6 2 1
12
13
9
10
11
1
2
3
4
5
6
7
8
14
11 8
11 861
152
62
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9 9
99
9 9
15
811
711
615
1
1
5 15
3
154
1
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
3
2
1
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
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1 T1
.dw
g, 2
3, 7
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2016
10:
59:0
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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:
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
est M
ain
Stre
etBe
nton
Har
bor,
MI.
4902
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269.
927.
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1" = 100'N/A
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25
MAY 2016
JWM
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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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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
3
2
1
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
-090
1 T1
.dw
g, 2
4, 7
/20/
2016
10:
59:0
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:
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
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
esig
n
Engi
neer
ing
Arc
hite
ctur
eLa
nd S
urve
ying
Mar
ina/
Wat
erfro
ntC
omm
unity
Pla
nnin
gLa
ndsc
ape
Arc
hite
ctur
eD
evel
opm
ent S
ervi
ces
CO
PYRI
GHT
201
3 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, IN
C.
25
TRA
FFIC
MA
INTE
NA
NC
E PL
AN
PHA
SE 4
SCR
1" = 100'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
CTIO
N P
ROJE
CT
VAN
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EN C
OUN
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I
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7 1110 13 12
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42 52
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9
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6 2
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
3
2
1
E:\C
IVIL
3D
\EN
G\_
2015
\15-
0901
-600
PA
W P
AW
LA
GR
AV
E ST
\dw
g\15
-090
1 T1
.dw
g, 2
5, 7
/20/
2016
10:
59:1
1 A
M, s
robe
rts, 1
:1