20200917Falls Water to Staff 46 Attachment 7 Lincoln Rd bid sched spec and plans.pdf

IDAHO
FALLS
REXBURG
BLACKFOOT
POCATELLO
TWIN FALLS
SUN VALLEY
CASCADE
MCALL
BOISE
MOSCOW
COUER d'
ALENE
RUPERT
SALMON
ASHTON
LOCATION MAP
IDAHO FALLS
8842
4/11/2019
Schiess & Associates
FALLS WATER COMPANY
LINCOLN ROAD PHASE 2 WATERLINE RELOCATES
SCHIESS PROJECT NO. 17015
APRIL 2019
IDAHO FALLS, ID
VICINITY MAP
PROJECT AREA
IONA ROAD
1ST STREET
AM
M
O
N

R
O
A
D
CR
O
W
L
E
Y

R
O
A
D
E. LINCOLN ROAD
EA
S
T
E
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N

I
D
A
H
O

R
A
I
L
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A
D
FALLS WATER COMPANY
MISC.ENGINEERING SERVICES
DRAWING INDEX, LEGEND, ABBREVIATIONS,
GENERAL NOTES, CONTACTS
DATEREVISIONSNO.BY DESIGNED:
HORZ. SCALE:
VERT. SCALE:
DRAWN:
SHEET NO.
PROJECT NO.
SIZE
Schiess & Associates
N/A
N/A
JR 17015
G-1
PHS
B
INDEX OF DRAWINGS
COVER VICINITY MAP & LOCATION MAP
G-1 DRAWING INDEX, LEGEND, ABBREVIATIONS,
GENERAL NOTES, CONTACTS
C-1 LINCOLN RD PH 2 WATERLINE RELOCATES
STA. 78+00.00 TO STA. 86+50.00
C-2 LINCOLN RD PH 2 WATERLINE RELOCATES
STA. 86+50.00 TO STA. 95+00.00
C-3 LINCOLN RD PH 2 WATERLINE RELOCATES
STA. 95+00.00 TO STA. 104+00.00
C-4 LINCOLN RD PH 2 WATERLINE RELOCATES
STA. 104+00.00 TO STA. 112+50.00
C-5 LINCOLN RD PH 2 WATERLINE RELOCATES
STA. 112+50.00 TO STA. 121+50.00
C-6 LINCOLN RD PH 2 WATERLINE RELOCATES
STA. 121+50.00 TO STA. 130+00.00
C-7 LINCOLN RD PH 2 WATERLINE RELOCATES
CROWLEY ROAD STA. 8+00.00 TO STA. 17+00.00
D-1 TYPICAL ASPHALT CROSS-SECTION DETAIL
LEGEND
PROJECT CONTACTS
DIGLINE (CALL BEFORE YOU DIG)..............................................................................................................................[phone]
ENGINEER.....................................................................................PAUL SCORESBY...................................................[phone]
FALLS WATER COMPANY...........................................................SCOTT BRUCE, GENERAL MANAGER..................[phone]
TONY WISE, OPERATIONS MANAGER.................[phone]
SEE SUPPLEMENTARY SPECIFICATIONS FOR COMPLETE UTILITY LIST.
ELEVATION
CATCH BASIN
STATION
INVERSE
POLYVINYL CHLORIDE
ESTIMATED
DUCTILE IRON
MECHANICAL JOINT
ABBREVIATIONS
ELEV.
CB
STA
INV
PVC
EST
DI
MJ
8842
4/11/2019
GENERAL NOTES:
1.J-U-B ENGINEERING INC. PROVIDED BASE MAPPING AND OTHER ITEMS SHOWN ON THESE PLANS NOT RELATED TO WATERLINE WORK TO ASSIST
FALLS WATER COMPANY WITH WATERLINE REPLACEMENT AND RELOCATION PLANS IN ANTICIPATION OF BONNEVILLE COUNTY'S LINCOLN ROAD
IMPROVEMENT PROJECT PHASE II. ANY REUSE WITHOUT WRITTEN CONSENT BY J-U-B, OR WITHOUT VERIFICATION OR ADOPTION BY J-U-B FOR
SPECIFIC PURPOSE INTENDED BY THE REUSE, WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B. THE CLIENT
SHALL RELEASE, DEFEND, INDEMNIFY, AND HOLD J-U-B HARMLESS FROM ANY CLAIMS, DAMAGES, ACTIONS OR CAUSES OF ACTION, LOSSES, AND
EXPENSES, INCLUDING REASONABLE ATTORNEYS' AND EXPERT FEES, ARISING OUT OF OR RESULTING FROM SUCH REUSE.
2.ALL WORK NOTED AS "BY OTHERS" WILL BE CONSTRUCTED IN THE FUTURE BY BONNEVILLE COUNTY'S SELECTED CONTRACTOR FOR THE
ROADWAY IMPROVEMENT PROJECT.
3.THE WATER PIPE IS TO BE ATTACHED TO THE INLET WITH WATER TIGHT RUBBER BOOTS. MARKING TAPE (PER ISPWC SECTION 505.2.7.B) IS TO BE
LAID ABOVE THE LATERAL AND MARKED (NON-POTABLE TO DISTINGUISH THIS WATERLINE QUALITY PIPE FROM THE FALLS WATER COMPANY
WATERLINES.
4.NEW WATERLINE WORK INSTALLED AS PART OF THIS PROJECT IS IDENTIFIED IN RED BOLD LINE TYPE.
SANITY SEWER MANHOLE
TRUST BLOCK
LIGHT POLE
MAILBOX
TREE
REDUCER
CATCH BASIN
WATER METER
FIRE HYDRANT
SIGN (VARIOUS)
WATER VALVE
TEE
ELBOW
SAND & GREASE TRAP
SS
OHP
SANITARY SEWER LINE
OVERHEAD POWER LINE
STORM SEWER
GAS LINE
EDGE OF PAVEMENT
FIBER OBTICS LINE
UNDER POWER LINE
WATER LINE
UNDERGROUND
TELEPHONE LINE
TOP OF BANK
TOP OF SLOPE
RIGHT OF WAY
PROPERTY LINE
8 INCH WATERLINE
10 INCH WATERLINE
12 INCH WATERLINE
W
8-W
10-W
12-W
FO
FO
FO
FO
FO
FOCA
CA
10-W 10-W 10-W 10-W 10-W
10-W 10-W 10-W 10-W 10-W 10-W 10-W 10-W
W
82
83
FALLS WATER COMPANY
MISC. ENGINEERING SERVICES
LINCOLN RD PH 2 WATERLINE RELOCATES
STA. 78+00.00 TO STA. 86+50.00
DATEREVISIONSNO.BY DESIGNED:
HORZ. SCALE:
VERT. SCALE:
SHEET NO.
PROJECT NO.
SIZE
Schiess & Associates
1"=6'
1"=60'
JR 17015
C-1
PHS
B
TOP OF WATER PIPE
ELEV.=4748.93'
DRAWN:
TOP OF WATER PIPE
ELEV. =4748.52'
IN
L
E
T

1
0
0

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.
6
5
'
*SEE GENERAL NOTE 1 FROM J-U-B ON SHEET NO. G-1.
W E
S
N
PIPE CL AT VALVE
EL=4747.00'
CONSTRUCT STORM DRAIN LINE
WITH WATER PIPE (BY OTHERS).
SEE GENERAL NOTE 3.
ROADWAY CENTERLINE
FINISHED GRADE
8842
4/11/2019
FO
FO
T
T
T
10-W 10-W 10-W 10-W 10-W
10-W 10-W 10-W 10-W
10-W 10-W 10-W
8-
W
12-W
83
84 85 86
87
FALLS WATER COMPANY
MISC.ENGINEERING SERVICES
LINCOLN RD PH 2 WATERLINE RELOCATES
STA.86+50.00 TO STA. 95+00.00
DATEREVISIONSNO.BY DESIGNED:
HORZ. SCALE:
VERT. SCALE:
DRAWN:
SHEET NO.
PROJECT NO.
SIZE
Schiess & Associates
1"=6'
1"=60'
JR 17015
C-2
PHS
B
SLEEVE (BY OTHERS)
STORM DRAIN PIPE
INVERT ELEV.=4752.17'
TOP OF WATER PIPE
ELEV.=4750.36'
TOP OF WATER PIPE
ELEV.=4750.29'TOP OF WATER PIPE
ELEV.=4748.83'
IN
L
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1
0
4

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8"

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IN
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A

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5
0
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L
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.

=

4
7
5
3
.
8
5
'
W E
S
N
PIPE CL AT VALVE
EL=4749.51'PIPE CL AT VALVE
EL=4750.23'
TOP OF WATER PIPE
ELEV.=4750.59'
CONSTRUCT STORM DRAIN LATERAL
WITH WATER PIPE (BY OTHERS).
SEE GENERAL NOTE 3.
*SEE GENERAL NOTE 1 FROM J-U-B ON SHEET NO. G-1.
20' SLEEVE
(BY OTHERS)
CONSTRUCT STORM DRAIN LATERALS
WITH WATER PIPE (BY OTHERS).
SEE GENERAL NOTE 3.
ROADWAY CENTERLINE
FINISHED GRADE
8842
4/11/2019
FO
FO
FO
FO
FO
FO
FO
CA
T T
12-W12-W
12-W
12-W
8-
W
89
90
88
12
"

x

1
2
"

x

8
"

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ST
A

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3
7
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2
9
12
"

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ST
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ST
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9
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5
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9
1
IN
V
=
4
7
5
4
.
0
4
'
FALLS WATER COMPANY
MISC.ENGINEERING SERVICES
LINCOLN RD PH 2 WATERLINE RELOCATES
STA.95+00.00 TO STA. 104+00.00
DATEREVISIONSNO.BY DESIGNED:
HORZ. SCALE:
VERT. SCALE:
DRAWN:
SHEET NO.
PROJECT NO.
SIZE
Schiess & Associates
B
PHS
C-3
17015JR
1"=60'
1"=6'
SLEEVE
SLEEVE12" SDR 21 PVC
WATER LINE
TOP OF WATER PIPE
ELEV.=4752.00'
TOP OF WATER PIPE
ELEV.=4751.12'
TOP OF WATER PIPE
ELEV.=4750.62'
20' SLEEVE ON 8" WATERLINE
CENTERED OVER CROSSING
STORM DRAIN LINE
(SEE PROFILE INSERT BELOW)
W E
S
N
PIPE CL AT VALVE
EL=4746.59'PIPE CL AT VALVE
EL=4746.74'PIPE CL AT VALVE
EL=4752.31'
PIPE CL AT VALVE
ELEV.=4750.47'
RELOCATE VALVE 5' NORTH
(SEE PROFILE INSERT BELOW)
REMOVE THIS
SEGMENT OF
WATER PIPE
HORIZ. SCALE:1"=30'
VERT. SCALE:1"=3'
WATER PIPE CL AT VALVE
ELEV.=4750.47'WATER PIPE CL AT TEE
ELEV.=4749.85'
STORM DRAIN PIPE
INVERT AT CROSSING
ELEV.=4750.87'
TOP OF 8" WATER PIPE
AT CROSSING
ELEV.=4750.21'
20' SLEEVE CENTERED
ON CROSSING WITH
STORM DRAIN PIPE
PIPE PROFILE FOR 8" WATER MAINLINE ON EDMISTON DR.
ABANDON SEGMENT OF 12"
WATERLINE. THIS SEGMENT TO BE
REMOVED (BY OTHERS).
REMOVE THIS
SEGMENT OF
WATER PIPE
12" WATER MAINLINE
ROADWAY CENTERLINE
FINISHED GRADE
8842
4/11/2019
IN
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5
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9
9
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2
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3
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ST
A

9
9
+
4
2
.
2
5
TEMPORARILY REMOVE RR CCAUTION SIGN AND
REPLACE ONCE CONSTRUCTION IS COMPLETE OR
RETAIN & PROTECT.
RETAIN & PROTECT HYDRANT
AND COMMUNICATIONS CABINET RETAIN & PROTECT
COMMUNICATIONS
PEDESTAL AND CABINETS
5.00'RELOCATED WATER
VALVE LOCATION
EXISTING WATER VALVE
LOCATION
USE (2) 11.25° DI MJ BENDS TO
TRANSITION PIPE GRADE
NOTES:
1.SEE GENERAL NOTE 1 FROM J-U-B ON SHEET NO. G-1.
2.USE THE MODIFIED TYPE P SURFACE RESTORATION DETAIL (DETAIL 1/D1) TO RESTORE EXISTING ASPHALT PAVEMENT.
3.USE THE MODIFIED TYPE C SURFACE RESTORATION DETAIL (DETAIL 2/D1) BENEATH FUTURE PAVEMENT, CURB & GUTTER AND SIDEWALK SEGMENT.
4.CLOSING 2 VALVES AT THE INTERSECTION OF EDMISTON AND DUANE APPROXIMATELY __FT OF THIS VALVE WILL DEPRESSURIZE THIS 8" LINE AND
ALLOW RELOCATION OF THIS GATE VALVE. LINE DEPRESSURIZATION WILL PUT THE 2 HOMES ON THE EAST SIDE OF EDMISTON OUT OF WATER. NOTIFY
THESE HOMES OF WATER OUTAGE 24 HOURS IN ADVANCE AND NOTIFY THEM WHEN WATER PRESSURE IS RESTORED. PROVIDE BOTTLED WATER TO
SATISFY THEIR NEEDS IF WATER OUTAGE EXCEEDS 8 HOURS DURING THE DAY. IF WATER OUTAGE EXTENDS OVERNIGHT, OFFER HOTEL STAYS.
5.RESTRAINED JOINTS ARE RECOMMENDED ON THE GATE VALVE AND ELBOWS TO LIMIT DOWNTIME OF THE EXISTING 8" PIPE. PROVIDE ANY ADDITIONAL
NEEDED THRUST BLOCKING TO ASSURE PIPE IS PROPERLY RESTRAINED.
10.00'
SEE NOTES 4 & 5 THIS SHEET.
SLEEVE
CUT AND CONNECT TO EXISTING PIPE.
CONNECT NEW TRACE WIRE TO EXISTING
TRACE WIRE WITH AN EPOXY SPLICE KIT.
RE
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THRUST BLOCK
(TYP. 2 PLACES)
RETAIN & PROTECT GAS LINE
T
FO
FO
T
10
-
W
91
92 93
FALLS WATER COMPANY
MISC.ENGINEERING SERVICES
LINCOLN RD PH 2 WATERLINE RELOCATES
STA.104+00.00 TO STA. 112+50.00
DATEREVISIONSNO.BY DESIGNED:
HORZ. SCALE:
VERT. SCALE:
DRAWN:
SHEET NO.
PROJECT NO.
SIZE
Schiess & Associates
1"=6'
1"=60'
JR 17015
C-4
PHS
B
W E
S
N
PIPE CL AT VALVE
EL=4749.85'
*SEE GENERAL NOTE 1 FROM J-U-B ON SHEET NO. G-1.
IN
S
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A
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L

9
0
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ST
A

1
0
4
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EL
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=
4
7
4
9
.
8
5
'
ROADWAY CENTERLINE
FINISHED GRADE
REMOVE THIS
SEGMENT OF
WATER PIPE
8842
4/11/2019
CUT AND CONNECT TO EXISTING PIPE.
CONNECT NEW TRACE WIRE TO EXISTING
TRACE WIRE WITH AN EPOXY SPLICE KIT.
FO
T
T
10
-
W
12-W
12-W 12-W 12-W 12-W 12-W 12-W 12-W 12-W
94
FALLS WATER COMPANY
MISC.ENGINEERING SERVICES
LINCOLN RD PH 2 WATERLINE RELOCATES
STA.112+50.00 TO STA. 121+50.00
DATEREVISIONSNO.BY DESIGNED:
HORZ. SCALE:
VERT. SCALE:
DRAWN:
SHEET NO.
PROJECT NO.
SIZE
Schiess & Associates
1"=6'
1"=60'
JR 17015
C-5
PHS
B
SLEEVE
TOP OF WATER PIPE
ELEV.=4753.23'
TOP OF WATER PIPE
ELEV.=4755.08'
ST
O
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M

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2
5
'
W E
S
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PIPE CL AT VALVE
EL=4751.14'PIPE CL AT VALVE
EL=4751.52'
POTHOLE LOCATION
PIPE CL EL=4754.55'
TOP OF WATER PIPE
ELEV.=4752.58'
*SEE GENERAL NOTE 1 FROM J-U-B ON SHEET NO. G-1.
CONSTRUCT STORM DRAIN LATERALS
WITH WATER PIPE (BY OTHERS).
SEE GENERAL NOTE 3.
ROADWAY CENTERLINE
FINISHED GRADE
8842
4/11/2019
FO FO
10
-
W
10
-
W
12
-
W
12-W 12-W
10-W12-W
12
-
W
96
PIPE CL AT VALVE
EL=4756.03'
REMOVE HYDRANT & SALVAGE TO
FALLS WATER COMPANY
FALLS WATER COMPANY
MISC.ENGINEERING SERVICES
LINCOLN RD PH 2 WATERLINE RELOCATES
STA.121+50.00 TO STA. 130+00.00
DATEREVISIONSNO.BY DESIGNED:
HORZ. SCALE:
VERT. SCALE:
DRAWN:
SHEET NO.
PROJECT NO.
SIZE
Schiess & Associates
1"=6'
1"=60'
JR 17015
C-6
PHS
B
SLEEVE SLEEVE12" SDR 21 PVC
WATERLINE
TOP OF WATER PIPE
ELEV.=4757.07'
TOP OF WATER PIPE
ELEV.=4757.28'
ST
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.
7
5
W E
S
N
POTHOLE LOCATION
PIPE CL EL=4757.03'
PIPE CL AT VALVE
EL=4753.28'PIPE CL AT VALVE
EL=4755.08'
PIPE CL AT VALVE
EL=4755.83'REMOVE THIS SEGMENT OF 12" WATERLINE.
REPLACE PIPE AS NECESSARY UNTIL NEW
PIPE GRADE MATCHES EXISTING PIPE GRADE
TO PROPERLY CONNECT TO EXISTING PIPE.
CONNECT NEW TRACE WIRE TO EXISTING
TRACE WIRE WITH AN EPOXY SPLICE KIT.
ROADWAY CENTERLINE
FINISHED GRADE
8842
4/11/2019
IN
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IN
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4
2

(
4
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1
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IN
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5
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W
ST
A

1
2
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+
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6
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IN
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5
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W
ST
A

1
2
5
+
8
7
.
9
7
COORDINATE WITH CENTURYLINK TO MOVE
THIS PEDESTAL PRIOR TO CONSTRUCTION
OR RETAIN & PROTECT.
TEMPORARILY REMOVE SPEED SIGN DURING
CONSTRUCTION OR RETAIN & PROTECT.
NOTES:
1.SEE GENERAL NOTE 1 FROM J-U-B ON SHEET NO. G-1.
2.USE THE MODIFIED TYPE P SURFACE RESTORATION DETAIL (DETAIL 1/D1) TO
RESTORE EXISTING ASPHALT PAVEMENT.
CUT AND CONNECT TO EXISTING PIPE.
CONNECT NEW TRACE WIRE TO EXISTING
TRACE WIRE WITH AN EPOXY SPLICE KIT.
RE
T
A
I
N

&

P
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N

V
I
E
W
FO
12-W
W
12-W 12-W 12-W 12-W 12-W12-W
FALLS WATER COMPANY
MISC.ENGINEERING SERVICES
LINCOLN RD PH 2 WATERLINE RELOCATES
CROWLEY ROAD STA. 8+00.00 TO STA. 17+00.00
DATEREVISIONSNO.BY DESIGNED:
HORZ. SCALE:
VERT. SCALE:
DRAWN:
SHEET NO.
PROJECT NO.
SIZE
Schiess & Associates
1"=6'
1"=60'
JR 17015
C-7
PHS
B
SLEEVE
TOP OF WATER PIPE
ELEV.=4753.05'
TOP OF PIPE
ELEV.=4754.18'
ST
O
R
M

D
R
A
I
N

L
A
T
E
R
A
L
ST
A

1
2
+
6
0
.
8
5
IN
V
=
4
7
5
6
.
6
8
'
ST
O
R
M

D
R
A
I
N

L
A
T
E
R
A
L
ST
A

1
1
+
1
0
.
7
2
IN
V
=
4
7
5
5
.
6
5
'
W
E
S N
PIPE CL AT VALVE
EL=4755.08'
PIPE CL AT VALVE
EL=4756.03'
POTHOLE LOCATION
PIPE CL EL=4751.65'
ROADWAY CENTERLINE
FINISHED GRADE
CONSTRUCT STORM DRAIN LATERAL
WITH WATER PIPE (BY OTHERS).
SEE GENERAL NOTE 3.
8842
4/11/2019
BE
G
I
N

S
L
E
E
V
E
ST
A

1
1
+
0
0
.
5
0
IN
S
T
A
L
L

F
L
E
X
I
B
L
E

C
O
U
P
L
E
R
PE
R

I
S
P
W
C

S
E
C
.

4
0
1
.
2
.
6
.
A
(S
T
A
R
T

W
A
T
E
R
L
I
N
E

R
E
P
L
A
C
E
M
E
N
T
)
ST
A

1
0
+
9
7
.
5
0
EN
D

S
L
E
E
V
E
ST
A

1
2
+
0
7
.
6
0
IN
S
T
A
L
L

F
L
E
X
I
B
L
E

C
O
U
P
L
E
R
PE
R

I
S
P
W
C

S
E
C
.

4
0
1
.
2
.
6
.
A
(E
N
D

W
A
T
E
R
L
I
N
E

R
E
P
L
A
C
E
M
E
N
T
)
ST
A

1
2
+
1
0
.
6
0
REPLACE 12" SDR 21 PVC WATERLINE
AT SAME LINE AND GRADE
NOTES:
1.SEE GENERAL NOTE 1 FROM J-U-B ON SHEET NO. G-1.
2.USE THE MODIFIED TYPE C SURFACE RESTORATION DETAIL (DETAIL 2/D1)
BENEATH FUTURE PAVEMENT, CURB & GUTTER AND SIDEWALK SEGMENT.
CUT AND CONNECT TO EXISTING PIPE.
CONNECT NEW TRACE WIRE TO EXISTING
TRACE WIRE WITH AN EPOXY SPLICE KIT.
FALLS WATER COMPANY
MISC.ENGINEERING SERVICES
MISCELLANEOUS DETAILSDATEREVISIONSNO.BY DESIGNED:
HORZ. SCALE:
VERT. SCALE:
DRAWN:
SHEET NO.
PROJECT NO.
SIZE
Schiess & Associates
N/A
NTS
JR 17015
D-1
PHS
B
MODIFIED TYPE P SURFACE RESTORATION
N.T.S.
2" OF SUPERPAVE HOT MIX ASPHALT, CLASS SP-2
(ISPWC SECTION 805)
3" OF CRUSHED
AGGREGATE BASE
(ISPWC SECTION 802)
(ENTIRE TRENCH) TYPE A-1
TRENCH BACKFILL
(ISPWC SECTION 306)
8842
4/11/2019
MODIFIED TYPE C SURFACE RESTORATION
N.T.S.
3" OF CRUSHED
AGGREGATE BASE
(ISPWC SECTION 802)
(ENTIRE TRENCH) TYPE A-1
TRENCH BACKFILL
(ISPWC SECTION 306)