HomeMy WebLinkAboutSITE PLAN PG12-24 REV 4 4/9/2020 - 19-00479 - 12th W & Hwy 33 - SITE PLAN485
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35
2
+
0
0
35
3
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0
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PROPOSED 236 LF 8" PIPE
PR
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P
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D
1
5
2
L
F
8
"
P
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25+00 26+00 27+00
28
+
0
0
29
+
0
0
G
G
STA:28+67.88
WATER SERVICE SOUTH
STA:28+52.88
SS LATERAL SOUTH
STA:28+00.12
SS LATERAL SOUTH
STA:7+58.93
MANHOLE - (1)
N:787216.87
E:748230.43
STA:9+94.52
MANHOLE - (2)
N:787452.45
E:748229.30
48
5
5
4
8
5
5
48
5
5
48
5
6
D
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STA:351+39.73
SDMH, TYPE C
35.73' RT (EAST)
RIM EL. 4856.50±
IE NE 4851.75
IE N 4846.00±
IE S 4846.00±
Structure - (13)
N:787211.35
E:748214.90
PROPOSED 10 LF 12" PIPE
PROPOSED 289 LF 12" PIPE
4840
4844
4848
4852
4856
4860
4840
4844
4848
4852
4856
4860
25+20 25+40 25+60 25+80 26+20 26+40 26+60 26+80 27+20 27+40 27+60 27+80 28+20 28+40 28+60 28+80 29+20 29+40
236' OF 8" DIA. SDR35 PVC SEWER PIPE @
0
.
4
0
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:
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STA:29+49.96
ELEV:4848.60
169' OF 8" AWWA C-151 DIP WATERLINE
152' OF 8" DIA. SDR35 PVC SEWER PIPE @
0
.
4
0
%
25+00
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1
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48
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28+00
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48
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29+50
ST
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8
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8
"
W
EXISTING 14" DIA DIP WATERLINE
CORE MANHOLE AND SEAL NEW
PIPE IN PENETRATION WITH
NON-SHRINK GROUT. GROUT
CHANNEL IN MANHOLE
ST
A
2
8
+
5
2
.
8
8
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PROPOSED GRADE AT SS
ALIGNMENT
STA: 27+80 TEE HOT TAP
EXISTING 14" WATERLINE
WITH 8" SADDLE TAP.
STA: 27+88 GATE VALVE
INSTALL 8" VALVE WITH
VALVE BOX
PAGE NO:
DATE:
SHEET NO:
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1
MAR. 2020
12
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SCALE:
PLAN VIEW
1"= 20'
0
SCALE: 1" =
20'20'
20'
10'
E
W
SCALE:
PROFILE VIEW
1"= 20'
12TH WEST
MA
I
N
S
T
R
E
E
T
SAWTELLE AVENUE
23
27
18
EXISTING SS FORCEMAIN. DEPTH IS
APPROXIMATE. REMOVE FORCE MAIN AND
REPLACE WITH GRAVITY LINE FROM
MANHOLE AT THE CORNER OF MAIN STREET
AND 12TH WEST TO MANHOLE STA 27+88.85
EXISTING GROUND AT SS ALIGNMENT
FINISHED GRADE FOR
TEMPORARY ACCESS
ROAD
MAIN STREET
7
3
21
27
8
8
C-PP-04
16
TBC
4
8
5
6
.
0
5
FL
4
8
5
5
.
5
5
T
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C
4
8
5
6
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4
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5
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5
6
.
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4
8
5
5
.
9
8
27
HOT TAP 14" WATERLINE
WITH 8" TAP. INSTALL 8"
VALVE WITH VALVE BOX
TB
C
4
8
5
.
7
0
FL
4
8
5
6
.
5
0
E
X
G
R
N
D
=
4
8
5
5
.
4
0
8.73'
16.27'
25.00'
198.99'
10'
CORE MANHOLE AND
GROUT NEW PIPE IN
PENETRATION
TBC
4
8
6
.
6
0
FL
4
8
5
5
.
5
6
LIP
4
8
5
5
.
8
7
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD
DETAILS, ¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD
DRAWING 601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC
PIPE, AND STORM TECH SC-740 CHAMBER.
4
8
5
3
.
5
6
4
8
5
3
.
8
9
12
+
0
0
10+00
11+00 12+00 13+00 14+00
H
Y
D
PROPOSED 372 LF 8" PIPEPROPOSED 175 LF 8" PIPE
PR
O
P
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E
D
1
3
6
L
F
8
"
P
I
P
E
CO
N
CO
N
CO
N
CO
N
CON CON CON CON CON CON CON CON CON CON CON CON CON CON
CO
N
CO
N
STA:14+24.27
WATER SERVICE WEST
STA:14+09.27
SS LATERAL WEST
STA:13+14.28
WATER SERVICE WEST
STA:12+99.28
SS LATERAL WEST
STA:12+33.80
WATER SERVICE WEST
STA:12+18.80
SS LATERAL WEST
STA:11+20.89
WATER SERVICE WEST
STA:11+05.89
SS LATERAL WEST
STA:14+07.26
SS LATERAL EAST
STA:13+11.07
WATER SERVICE EAST
STA:12+96.07
SS LATERAL EAST
STA:12+28.23
WATER SERVICE EAST
STA:12+13.23
SS LATERAL EASTSTA:11+18.22
WATER SERVICE EAST
STA:11+03.22
SS LATERAL EAST
STA:11+90.49
CATCH BASIN AND
INFILTRATOR SYSTEM
TOG EL 4855.10
IE OUT 4851.60
BOT 4850.10
STA:11+90.57
CATCH BASIN AND
INFILTRATOR SYSTEM
TOG EL 4855.10
IE IN 4851.35
IE OUT 4851.10
BOT 4850.10
STA:14+42.52
CATCH BASIN AND
INFILTRATOR SYSTEM
TOG EL 4854.44
IE OUT 4850.94
BE 4849.44
STA:14+42.56
CATCH BASIN AND
INFILTRATOR SYSTEM
TOG EL 4854.44
IE IN 4850.69
IE OUT 4850.44
BOT 4849.44
STA:14+22.26
WATER SERVICE EAST
STA:12+01.52
MANHOLE - (7)
N:787824.18
E:748380.40
STA:10+26.95
MANHOLE - (8)
N:787998.75
E:748379.90
ORIGIN OF RADII
N:787978.61
E:748332.95
ORIGIN OF RADII
N:787978.85
E:748426.96
4844
4848
4852
4856
4860
4844
4848
4852
4856
4860
10+20 10+40 10+60 10+80 11+20 11+40 11+60 11+80 12+20 12+40 12+60 12+80 13+20 13+40 13+60 13+80 14+20 14+40
372' OF 8" DIA. SDR35 PVC SEWER PIP
E
@
0
.
4
0
%
175' OF 8" DIA. SDR35 PVC SEWER PIP
E
@
0
.
4
0
%
ST
A
:
1
0
+
2
6
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9
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8
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S
STA:11+81.51
ELEV:4856.29
LOW POINT STA:14+42.50
ELEV:4855.63
LOW POINT
STA:13+16.50
ELEV:4856.93
HIGH POINT
STA:10+00.00
ELEV:4858.00
BEGIN
437' OF 8" AWWA C-151 DIP WATERLINE
WATERLINE TEE
STA:10+13.00
STA:10+13.00
ELEV:4847.39
STA:10+13.00
ELEV:4847.39
STA:14+50.00
ELEV:4847.81
ST
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1
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2
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STA:14+09.27
ELEV:4858.00
BEGIN
STA:14+24.27
ELEV:4858.00
BEGIN
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T
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SCALE: 1" =
20'20'
20'
10'
E
W
MA
T
C
H
L
I
N
E
1
4
+
5
0
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
TOP BACK OF CURB
EAST AND WEST
EXISTING GROUND
CL ROAD
SAWTELLE AVENUE
FI
R
E
H
O
L
E
D
R
I
V
E
23
23
23
23232323
18 18 18 18
18
18
1818
23
28
17
28
STA 11+80.00
5' MIN DEPTH
28
28
26
15' UTILITY EASEMENT
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
P
P
-
1
1
POWER CONDUIT.
CONDUCTOR BY OTHERS.
25
27
27
MAIN STREET STA: 11+99 =
SAWTELLE AVE STA:10+00
11
2 10
2 10
13
16
16
68.00'
34.00'
34.00'
11
91
1 4
15' UTILITY EASEMENT
GAS LINE BY OTHERS
19.50'
19.50'
TBC 4857.
0
1
FL 4856.
5
1
TB
C
4
8
5
5
.
7
2
F
L
4
8
5
5
.
2
2
TBC 4857.01
FL 4856.51
TBC 4855.72
FL 4855.22
TB
C
4
8
5
6
.
3
6
F
L
4
8
5
5
.
8
6
TBC 4856.36
FL 4855.86
TBC
4
8
5
5
.
0
6
F
L
4
8
5
4
.
5
6
TBC 4855.06
F
L
4
8
5
4
.
5
6
TBC
4
8
5
6
.
3
5
F
L
4
8
5
5
.
8
5
GR
A
D
E
B
R
E
A
K
GR
A
D
E
B
R
E
A
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GR
A
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E
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E
A
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C
4
8
5
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4
8
5
6
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4
8
5
6
.
5
1
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8
5
6
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0
1
4
9
R25.00'
R25.00'
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD
DETAILS, ¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD
DRAWING 601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC
PIPE, AND STORM TECH SC-740 CHAMBER.
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
4842
4844
4848
4852
4856
4860
4842
4844
4848
4852
4856
4860
14+60 14+80 15+20 15+40 15+60 15+80 16+20 16+40 16+60 16+80 17+20 17+40 17+60 17+80 18+20 18+40 18+60 18+80
ST
A
:
1
5
+
6
0
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8
8
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-
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3
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:
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258' OF 8" DIA. SDR35 PVC SEWER PIPE
@
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:
1
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4
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5
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263' OF 8" DIA. SDR35 PVC SEWER
PIPE @ 0.40%
372' OF 8" DIA. SDR35 PVC
SEWER PIPE @ 0.40%
450' OF 8" AWWA C-151 DIP WATERLINE
14+50
48
5
4
.
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5
4
.
6
9
3
19+00
48
5
4
.
7
6
48
5
4
.
7
5
8
STA:14+50.00
ELEV:4847.81
STA:19+00.00
ELEV:4848.24
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4
3
.
4
9
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A
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A
1
8
+
9
9
.
4
9
W
A
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E
LA
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A
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A
1
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5
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7
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A
1
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2
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8
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W
A
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1
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4
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4854
48
5
4
.
7
6
48
5
4
.
3
5
15
+
0
0
16+00 17+00 18+00 19+00
H
Y
D
PROPOSED 152 LF 8" PIPE PROPOSED 258 LF 8" PIPE29+00 29+41
C
O
N
C
O
N
CON CON CON CON CON CON CON CON CON CON
STA:28+67.88
WATER SERVICE SOUTH
STA:18+99.49
WATER SERVICE NORTH
STA:18+49.90
WATER SERVICE NORTH
STA:17+57.90
WATER SERVICE NORTH
STA:16+47.39
WATER SERVICE NORTH
STA:18+34.90
SS LATERAL NORTH
STA:17+42.90
SS LATERAL NORTH
STA:16+32.39
SS LATERAL NORTH
STA:18+45.96
WATER SERVICE SOUTHSTA:18+30.96
SS LATERAL SOUTH
STA:17+54.14
WATER SERVICE SOUTH
STA:17+39.14
SS LATERAL SOUTH
STA:16+43.49
WATER SERVICE SOUTHSTA:16+28.49
SS LATERAL SOUTH
STA:15+24.21
WATER SERVICE WEST
STA:15+16.14
SS SERVICE WEST
STA:17+49.48
CATCH BASIN AND
INFILTRATOR SYSTEM
TOG EL 4855.74
IE OUT 4852.15
BOT 4850.74
STA:17+49.45
CATCH BASIN AND
INFILTRATOR SYSTEM
TOG EL 4855.74
IE IN 4851.99
IE OUT 4851.74
BE 4850.74
STA:15+60.88
MANHOLE- (3)
N:787452.26
E:748381.47
STA:18+06.15
MANHOLE - (4)
N:787452.83
E:748639.30
485
5
R81.00'
R37.00'
R59.00'
ORIGIN OF RADII
N:787511.22
E:748440.26
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.
1
MAR. 2020
12
T
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PR
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S
R.
B
A
R
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ST
A
.
1
4
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5
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A
.
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9
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0
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PL
A
N
A
N
D
P
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F
I
L
E
SA
W
E
T
E
L
L
E
A
V
E
N
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E
0
SCALE: 1" =
20'20'
20'
10'
EW
MA
T
C
H
L
I
N
E
1
9
+
0
0
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
MATCH LINE 14+50
SAWTELLE AVENUE
SA
W
T
E
L
L
E
A
V
E
N
U
E
TOP BACK OF CURB
EXISTING GROUND
CL ROAD
23
18
28
18 18
181818
23
23
23
23
23
16
16
18
23
28
TB
C
4
8
5
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4
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5
5
.
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5
5
.
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4
8
5
5
.
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5
.
6
6
TBC
4
8
5
6
.
4
4
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8
5
5
.
9
4
TBC
4
8
5
6
.
4
4
FL
4
8
5
5
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9
4
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5
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4
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5
5
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5
5
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6
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4
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5
6
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4
1
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4
8
5
5
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9
1
GR
A
D
E
BR
E
A
K
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
4
26
27
23
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD
DETAILS, ¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD
DRAWING 601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC
PIPE, AND STORM TECH SC-740 CHAMBER.
485
4
.
7
7
485
4
.
7
6
48
5
4
.
8
6
485
4
.
8
6
19+00 20+00 20+89
2+
0
0
2+
3
8
PROPOSED 263 LF 8" PIPE PROPOSED 20 LF 8" PIPE
CO
N
CO
N
CO
N
CO
N
CON CON CONCONCONCON
STA:20+37.12
WATER SERVICE NORTH
STA:20+32.70
WATER SERVICE SOUTHSTA:20+17.70
SS LATERAL SOUTH
STA:20+22.12
SS LATERAL NORTH
STA:19+14.49
SS LATERAL NORTH
STA:20+69.47
MANHOLE - (5)
N:787453.65
E:748902.62
4844
4848
4852
4856
4860
4844
4848
4852
4856
4860
19+20 19+40 19+60 19+80 20+20 20+40 20+60 20+80 21+20 21+40 21+60 21+80
ST
A
:
2
0
+
6
9
.
4
7
MA
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(
5
)
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:
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7
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6
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T
4
8
4
6
.
3
0
8
"
W
20' OF 8" DIA. SDR35 PVC SEWER PIPE @ 0.40%
north curb to parking lot
263' OF 8" DIA. SDR35 PVC SEWER PIPE @
0
.
4
0
%
200' OF 8" AWWA C-151 DIP WATERLINE
STA:19+00.00
ELEV:4848.24
STA:20+89.47
ELEV:4848.43
ST
A
1
9
+
1
4
.
4
9
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5
4
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5
4
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7
5
8
20+00
48
5
4
.
7
2
48
5
4
.
7
2
2
21+00 22+00
PAGE NO:
DATE:
SHEET NO:
QA
/
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W
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I
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.
1
MAR. 2020
12
T
H
W
E
S
T
PR
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P
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R
T
I
E
S
R.
B
A
R
K
E
R
B.
C
R
O
W
T
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E
R
B.
C
R
O
W
T
H
E
R
B.
C
R
O
W
T
H
E
R
1
PR
E
L
I
M
I
N
A
R
Y
D
E
S
I
G
N
10
/
1
9
BE
C
2
FI
N
A
L
D
E
S
I
G
N
3/
2
0
BE
C
C-PP-05
ST
A
.
1
9
+
0
0
-
S
T
A
.
2
0
+
8
9
.
4
7
PL
A
N
A
N
D
P
R
O
F
I
L
E
SA
W
T
E
L
L
E
A
V
E
N
U
E
0
SCALE: 1" =
20'20'
20'
10'
EW
MA
T
C
H
L
I
N
E
1
9
+
0
0
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
MA
T
C
H
L
I
N
E
1
9
+
0
0
TOP BACK OF CURB
EXISTING GROUND
CL ROAD
18 23
23
18
18
16
T
B
C
4
8
5
6
.
8
2
F
L
4
8
5
6
.
3
2
TBC
4
8
5
5
.
0
5
FL
4
8
5
4
.
5
5
TBC
4
8
5
5
.
5
3
FL
4
8
5
5
.
0
3
TBC
4
8
5
5
.
5
3
FL
4
8
5
5
.
0
3
TB
C
4
8
5
6
.
0
5
FL
4
8
5
5
.
5
5
T
B
C
4
8
5
6
.
4
1
F
L
4
8
5
5
.
9
1
T
B
C
4
8
5
6
.
0
5
F
L
4
8
5
5
.
5
5
GRADE BREAKS
T
B
C
4
8
5
6
.
4
1
F
L
4
8
5
5
.
9
1
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
4
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD
DETAILS, ¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD
DRAWING 601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC
PIPE, AND STORM TECH SC-740 CHAMBER.
SAWTELLE AVENUE
4
8
5
5
/
/
/
/
/
/
///
/
/
/
/
/
/
/
/
/
35
7
+
0
0
19
+
0
0
20
+
0
0
0+00 1+00 2+00 2+38
PR
O
P
O
S
E
D
2
6
3
L
F
8
"
P
I
P
E
C
O
N
C
O
N
C
O
N
CON CON CON CON CON CON CON
STA:0+49.12
CATCH BASIN AND
INFILTRATOR SYSTEM
TOG EL 4855.25
IE OUT 4851.75
BOT 4850.25
STA:0+49.12
CATCH BASIN AND
INFILTRATOR SYSTEM
TOG EL 4855.25
IE IN 4851.50
IE OUT 4851.25
BE 4850.25STA:356+66.13
Structure - (14)
N:787222.34
E:748741.07
STA:357+31.13
Structure - (15)
N:787222.21
E:748806.09
ORIGIN OF RADII
N:787245.99
E:748720.70 ORIGIN OF RADII
N:787406.10
E:748725.72
ORIGIN OF RADII
N:787246.91
E:748824.20
ORIGIN OF RADII
N:787406.39
E:748819.72
4848
4852
4856
4860
4848
4852
4856
4860
0+20 0+40 0+60 0+80 1+20 1+40 1+60 1+80 2+20
STA:0+42.00
ELEV:4855.78
STA:1+90.66
ELEV:4856.41
STA:0+12.11
ELEV:4856.39
STA:2+16.29
ELEV:4856.39
STA:1+79.33
ELEV:4856.73
STA:0+42.00
ELEV:4856.15
STA:0+32.96
ELEV:4856.34
STA:0+22.96
ELEV:4856.54
STA:0+12.11
ELEV:4856.77
0+00
48
5
6
.
2
5
48
5
6
.
2
4
6
1+00
48
5
4
.
9
2
48
5
4
.
9
2
3
2+00
48
5
4
.
6
9
48
5
4
.
6
9
0
2+38.44
48
5
4
.
7
7
48
5
4
.
7
7
5
ST
A
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+
4
9
.
1
2
ST
O
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PAGE NO:
DATE:
SHEET NO:
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.
1
MAR. 2020
12
T
H
W
E
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T
PR
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R
T
I
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S
R.
B
A
R
K
E
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B.
C
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T
H
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R
B.
C
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W
T
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B.
C
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R
1
PR
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L
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N
A
R
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D
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S
I
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N
10
/
1
9
BE
C
2
FI
N
A
L
D
E
S
I
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N
3/
2
0
BE
C
C-PP-06
ST
A
.
0
+
1
2
.
1
1
-
S
T
A
.
2
+
3
8
.
4
4
PL
A
N
A
N
D
P
R
O
F
I
L
E
PA
H
S
I
M
E
R
O
I
B
L
V
D
.
0
SCALE: 1" =
20'20'
20'
10'
E
W
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
EXISTING GROUND
PAHSIMEROI BLVD.
MA
I
N
S
T
R
E
E
T
SA
W
T
E
L
L
E
A
V
E
N
U
E
28
28
CENTERLINE OF ROAD
TOP BACK OF CURB
TOP BACK OF CENTER CURB
TBC
4
8
5
6
.
4
1
FL
4
8
5
5
.
9
1
T
B
C
4
8
5
6
.
4
1
F
L
4
8
5
5
.
9
1
T
B
C
4
8
5
6
.
0
5
F
L
4
8
5
5
.
5
5
T
B
C
4
8
5
5
.
8
7
F
L
4
8
5
5
.
3
7
TB
C
4
8
5
5
.
7
9
F
L
4
8
5
5
.
2
9
TB
C
4
8
5
6
.
3
9
FL
4
8
5
5
.
8
9
TB
C
4
8
5
6
.
5
5
FL
4
8
5
6
.
0
5
TB
C
4
8
5
6
.
6
4
FL
4
8
5
6
.
1
4
TBC
4
8
5
5
.
8
7
FL
4
8
5
5
.
3
7
T
B
C
4
8
5
5
.
7
9
F
L
4
8
5
5
.
2
9
TBC 485
6
.
4
8
FL 4855
.
9
8
G
R
A
D
E
B
R
E
A
K
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
4
2
2
2
4
9
6
1
MATCH LINE SEE SHEET C-PP-08
MATCH LINE SEE SHEET C-PP-08
MATCH LINE SEE SHEET C-PP-04
MATCH LINE SEE SHEET C-PP-05
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD
DETAILS, ¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD
DRAWING 601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC
PIPE, AND STORM TECH SC-740 CHAMBER.
R30.00'
R49.33'
R25.00'
R25.00'
R48.50'
R50.33'
R49.50'
R30.00'
48
5
6
4856
4857
F
M
/
/
/
/
/
/
/
/
/
///
///////////////////////////////////////
SD
SD
T T T T T T T T T T T T T T T T
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
PP
PP
O
H
E
O
H
E
O
H
E
O
H
E
O
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E
O
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O
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O
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O
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E
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O
H
E
O
H
E
T
T
T
T
T
T
T
T
T
351+00 352+00 353+00 354+00 355+00
7+
0
0
8+
0
0
25
+
0
0
26
+
0
0
STA:7+58.93
MANHOLE - (1)
N:787216.87
E:748230.43
4855
4855
4856
4856
4856
DYH
STA:351+39.73
SDMH, TYPE C
35.73' RT (EAST)
RIM EL. 4856.50±
IE NE 4851.75
IE N 4846.00±
IE S 4846.00±
STA:351+39.85
Structure - (13)
N:787211.35
E:748214.90
PROPOSED 10 LF 12" PIPE
L=47.15, R=30.00
D=90° 03' 07"
4840
4844
4848
4852
4856
4860
4840
4844
4848
4852
4856
4860
351+20 351+40 351+60 351+80 352+20 352+40 352+60 352+80 353+20 353+40 353+60 353+80 354+20 354+40 354+60 354+80
STA:355+00.00
ANGLE POINT
ELEV:4856.79
STA:351+60.41
ELEV:4856.05
351+00
48
5
6
.
6
1
48
5
6
.
6
1
0
352+00
48
5
6
.
3
4
48
5
6
.
3
4
1
353+00
48
5
6
.
5
1
48
5
6
.
5
1
3
354+00
48
5
6
.
7
9
48
5
6
.
7
9
3
355+00
48
5
7
.
0
9
48
5
7
.
0
8
6
ST
A
:
7
+
5
8
.
9
3
MA
N
H
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-
(
1
)
RI
M
:
4
8
5
6
.
0
2
IE
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N
4
8
4
2
.
3
7
8
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N
ST
A
3
5
0
+
6
0
.
0
0
E
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S
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G
WA
T
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1
2
"
D
I
A
.
D
I
P
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AP
P
R
O
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.
5
'
C
O
V
E
R
EXISTING GROUND AT
EDGE OF ASPHALT
EXISTING GROUND AT
STATIONING ALIGNMENT
PROPOSED TOP BACK OF
CURB LEFT SIDE (NORTH)
STA:353+00.50
END TAPER 35.19 FT. LT (NORTH)
ELEV:4856.36
ST
A
:
3
5
1
+
3
9
.
7
3
ST
R
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-
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1
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4
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.
8
6
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4
8
5
1
.
7
5
1
2
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N
IE
I
N
4
8
4
6
.
0
0
1
2
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N
IE
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T
4
8
4
6
.
0
0
1
2
"
S
STRUCTURE - (13)
RIM:4855.73
IE OUT 4851.85 12" S
PAGE NO:
DATE:
SHEET NO:
QA
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1
MAR. 2020
12
T
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PR
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B
A
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D
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N
10
/
1
9
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FI
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A
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2
0
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C-PP-07
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3
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1
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4
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9
5
-
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A
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MA
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T
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0
SCALE: 1" =
20'20'
20'
10'
STA 351+01.90 HWY 33 =
STA 7+07.42 12TH WEST
EW
SAWCUT ON EXISTING WHITE LINE
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
MAIN STREET
12
T
H
W
E
S
T
TBC
4
8
5
6
.
0
5
FL
4
8
5
5
.
5
5
TB
C
4
8
5
6
.
4
0
FL
4
8
5
5
.
9
0
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
ITD6
MATCH LINE SEE SHEET C-PP-09
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
P
P
-
0
8
CONSTRUCTION NOTES MAIN STREET
A.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING
WORK AND SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY
DISCREPANCIES.
B.BENCHMARKS ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. IF
NEW OR DIFFERENT BENCHMARKS ARE DESIRED, CONTACT THE ENGINEER
OR THE SURVEYOR.
C.EARTHWORK SHALL BE PROVIDED AND PERFORMED PER THE ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 200 -
EARTHWORK.
D.EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED AND PERFORMED
PER ITD 2018 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,
DIVISION 200 - EARTHWORK..
E.GRANULAR SUBBASE SHALL BE FURNISHED AND INSTALLED PER ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 301 -
GRANULAR SUBBASE.
F.AGGREGATE BASE SHALL BE FURNISHED AND INSTALLED PER ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 303 -
AGGREGATE BASE.
G.BITUMINOUS SURFACING SHALL BE FURNISHED AND INSTALLED PER 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 400 -
SURFACE COURSES AND PAVEMENT.
H.TRAFFIC CONTROL SHALL BE PERFORMED AND PROVIDED PER ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 626 -
TEMPORARY TRAFFIC CONTROL.
I..MATERIALS SHALL COMPLY WITH 2018 STANDARD SPECIFICATIONS FOR
HIGHWAY CONSTRUCTION, DIVISION 700 - MATERIALS
J.CONSTRUCTION STORMWATER BEST MANAGEMENT PRACDTICES SHALL BE
PROVIDED AND PERFORMED PER ISPWC DIVISION 1000 CONSTRUCTION
STORMWATER BEST MANAGEMENT PRACTICES.
APPROACH-ACCESS MANAGEMENT
K.AN ENCROACHMENT PERMIT ISSUED BY ITD SHALL BE REQUIRED FOR
CONSTRUCTION OF ALL ACCESSES TO THE HIGHWAY.
L.THE ANGLE OF INTERSECTION WITH THE LOCAL ROAD SHALL BE BETWEEN
60-120 DEGREES.
M.THE MAXIMUM ALLOWED ACCESS WIDTH 84 FEET
N.PROPOSED ACCESS WIDTH 68 FEET
ROADWAY CONSTRUCTION
O.SUB-BASE. THE MINIMUM SUB-BASE SHALL BE 18-INCHES OF 4-INCH MINUS
PIT RUN COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER AASHTO T-99
PROCTOR AND PLACED IN LAYERS NOT MORE THAN 8-INCHES THICK. THE
SUB-BASE SHALL MEET THE FOLLOWING GRADATION:
P.AGGREGATE BASE COURSE - THE MINIMUM DEPTH SHALL BE 6-INCHES OF
CRUSHED AGGREGATE COMPACTED TO 95% OF MAXIMUM DRY DENSITY
PER AASHTO T-99 PROCTOR AND PLACED IN LAYERS NOT MORE THAN
4-INCHES THICK. THE BASE COURSE SHALL MEET THE FOLLOWING
GRADATION:
KEYED NOTES - ITD STANDARDS
ITD1.CONSTRUCT APPROACH PER ITD STANDARD DRAWNIG 405-1 RURAL
APPROACHES WHERE APPLICABLE. FOR EXAMPLE, MAINTAIN SKEW,
CLEARZONE, SLOPES, APPROACH PROFILE, DRAINAGE, AND OTHER
DESCRIBED ELEMENTS ARE WITHIN ACCEPTABLE LIMITS WHERE
APPLICABLE AND PRACTICABLE.
ITD2.FURNISH AND CONSTRUCT PIPE AND CONDUIT INCLUDING TRENCHING
PER ITD STANDARD DRAWING 601-1 PIPE AND CONDUIT INSTALLATION.
ITD3.FURNISH AND INSTALL STORM DRAIN MANHOLE, TYPE C, PER ITD
STANDARD DRAWING 605-12 WITH GRADE RINGS, FRAME, COVER, AND
CONCRETE COLLAR PER ITD STANDARD DRAWING 605-13.
ITD4.FURNISH AND INSTALL CURB INLET TYPE 2 PER ITD STANDARD DRAWING
605-20 INLETS & CATCH BASINS TYPES 1, 2 & 3.
ITD5.CONSTRUCT VERTICAL SURFACE DISCONTINUITY PER ITD STANDARD
DRAWNIG 614-1 SIDEWALKS.
ITD6.FURNISH AND CONSTRUCT PERPENDICULAR CURB RAMP WITH
DETECTABLE WARNING SURFACE PER ITD STANDARD DRAWING 614-3
CURB RAMPS.
ITD7.FURNISH AND CONSRUCT CURB AND GUTTER TYPE 1 PER ITD
STANDARD DRAWNIG 615-1.
ITD8.FURNISH AND CONSTRUCT CURB TYPE 3 PER ITD STANDARD DRAWNIG
615-1.
ITD9.FURNISH AND CONSTRUCT TRAFFIC SEPARATOR TYPE 2 PER ITD
STANDARD DRAWNIG 615-1
ITD10.FURNISH AND CONSTRUCT GUTTER TYPE 1 PER ITD STANDARD
DRAWNIG 615-1
ITD11.FURNISH AND CONSTRUCT CURB TERMINUS PER ITD STANDARD
DRAWING 615-1
MATCH EXISTING
ASPHALT ELEVATION
STA 351+42.82 EX. SD
INLET TYPE 2 20.98 FT. RT.
LIMITS OF ITD CONSTRUCTION
STANDARDS AT PT
MATCH EXISTING ASPHALT ELEVATIONSTA 353+00.50 END TAPER
35.19 FT LT (NORTH)
8
ITD6
ITD3
ITD4
ITD7
4.00' SHOULDER
12.00' RIGHT TURN LANE
12.00' THROUGH LANE
12.00' LEFT TURN LANE
16.00' THROUGH LANE
TB
C
4
8
5
6
.
7
9
FL
4
8
5
6
.
7
4
STA 351+24.66 BEGIN SAWCUT
32.00 LT (NORTH)
MATCH EXISTING ASPHALT
ELEVATION
4850
4852
4856
4860
4850
4852
4856
4860
355+20 355+40 355+60 355+80 356+20 356+40 356+60 356+80 357+20 357+40 357+60 357+80 358+20 358+40 358+60 358+80
STA:358+40.15
41.78 LT (NORTH)
ELEV:4856.92
STA:357+50.15 PC
56.61' LT (NORTH)
ELEV:4856.61STA:357+20.15 PT
55.79' LT (NORTH)
ELEV:4855.79
STA:356+76.14 PT
55.79' LT (NORTH)
ELEV:4855.79
STA:356+49.28 PC
56.61' LT (NORTH)
ELEV:4856.61
STA:355+00.00
32.47' LT (NORTH)
ELEV:4856.79
355+00
48
5
7
.
0
9
48
5
7
.
0
8
6
356+00
48
5
7
.
2
1
48
5
7
.
2
0
9
357+00
48
5
7
.
3
1
48
5
7
.
3
1
0
358+00
48
5
7
.
2
3
48
5
7
.
2
3
2
359+00
STA:355+50.00 ANGLE POINT
31.79' LT (NORTH)
ELEV:4856.90
EXISTING GROUND AT
EDGE OF ASPHALT
EXISTING GROUND AT
STATIONING ALIGNMENT
PROPOSED TOP BACK OF
CURB LEFT SIDE (NORTH)
STA:356+66.13
48.05' LT (NORTH)
STRUCTURE - (14)
RIM:4855.99
TOG: 4855.98
IE OUT: 4852.48
BE: 4850.98
STA:357+31.13
46.87' LT (NORTH)
STRUCTURE - (15)
RIM:4856.10
TOG: 4855.98
IE OUT: 4852.48
BE: 4850.98
STA:356+69.48
23.19' LT (NORTH)
ELEV:4857.22
STA:357+28.59
23.19' LT (NORTH)
ELEV:4857.22
PROPOSED TOP BACK OF
CURB AT ISLAND
(NORTH)
STA:358+48.39
ELEV:4856.95
4857
//////////////////
///
///
//
/
/////////////////////////////////
4857.00
4857.01EA 4856.79
485
6
.
7
8
48
5
6
.
4
8
485
6
.
3
5
355+00 356+00 357+00 358+00 359+00 360+00
0+
0
0
PAGE NO:
DATE:
SHEET NO:
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9
-
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0
RE
X
B
U
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W
E
S
T
,
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I
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I
S
I
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N
N
O
.
1
MAR. 2020
12
T
H
W
E
S
T
PR
O
P
E
R
T
I
E
S
R.
B
A
R
K
E
R
B.
C
R
O
W
T
H
E
R
B.
C
R
O
W
T
H
E
R
B.
C
R
O
W
T
H
E
R
1
PR
E
L
I
M
I
N
A
R
Y
D
E
S
I
G
N
10
/
1
9
BE
C
2
FI
N
A
L
D
E
S
I
G
N
3/
2
0
BE
C
C-PP-08
ST
A
.
3
5
5
+
0
0
-
S
T
A
.
3
5
9
+
0
0
PL
A
N
A
N
D
P
R
O
F
I
L
E
MA
I
N
S
T
R
E
E
T
0
SCALE: 1" =
20'20'
20'
10'
EW
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
PA
H
S
I
M
E
R
O
I
B
L
V
D
.
MAIN STREET
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
P
P
-
0
7
MATCH LINE SEE SHEET C-PP-06
16.00' LEFT THROUGH LANE
12.00' RIGHT TURN LANE
12.00' MERGING LANE
12.00' THROUGH LANE
12.00' RIGHT TURN LANE
9.09' MEDIAN
12.00' THROUGH LANE
12.00' LEFT TURN LANE
16.00' THROUGH LANE
12.00' RIGHT TURN LANE
12.55' MEDIAN
MATCH EXISTING
ASPHALT ELEVATION
TB
C
4
8
5
5
.
7
9
FL
4
8
5
5
.
2
9
TBC
4
8
5
6
.
6
1
FL 48
5
6
.
1
1
TB
C
4
8
5
7
.
2
2
FL
4
8
5
6
.
7
2
TB
C
4
8
5
7
.
2
2
FL
4
8
5
6
.
7
2
TBC 485
5
.
7
9
FL 4855
.
2
9
TBC 48
5
6
.
6
1
FL 485
6
.
1
1
T
B
C
4
8
5
6
.
9
5
F
L
4
8
5
6
.
4
5
TBC 4856.8
2
FL 4856.32
TBC
4
8
5
6
.
0
3
FL 4
8
5
5
.
5
3
TBC
4
8
5
6
.
9
0
FL 4
8
5
6
.
4
0
TBC 4857.32
FL 4856.82
TBC 4857.32
FL 4856.82
TB
C
4
8
5
6
.
3
5
FL
4
8
5
5
.
8
5
TB
C
4
8
5
6
.
3
5
FL
4
8
5
5
.
8
5
28 28
ITD4
ITD6
ITD4
ITD6
ITD7
ITD7
8 8
ITD5
ITD8
CONSTRUCTION NOTES MAIN STREET
A.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING
WORK AND SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY
DISCREPANCIES.
B.BENCHMARKS ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. IF
NEW OR DIFFERENT BENCHMARKS ARE DESIRED, CONTACT THE ENGINEER
OR THE SURVEYOR.
C.EARTHWORK SHALL BE PROVIDED AND PERFORMED PER THE ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 200 -
EARTHWORK.
D.EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED AND PERFORMED
PER ITD 2018 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,
DIVISION 200 - EARTHWORK..
E.GRANULAR SUBBASE SHALL BE FURNISHED AND INSTALLED PER ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 301 -
GRANULAR SUBBASE.
F.AGGREGATE BASE SHALL BE FURNISHED AND INSTALLED PER ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 303 -
AGGREGATE BASE.
G.BITUMINOUS SURFACING SHALL BE FURNISHED AND INSTALLED PER 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 400 -
SURFACE COURSES AND PAVEMENT.
H.TRAFFIC CONTROL SHALL BE PERFORMED AND PROVIDED PER ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 626 -
TEMPORARY TRAFFIC CONTROL.
I..MATERIALS SHALL COMPLY WITH 2018 STANDARD SPECIFICATIONS FOR
HIGHWAY CONSTRUCTION, DIVISION 700 - MATERIALS
J.CONSTRUCTION STORMWATER BEST MANAGEMENT PRACDTICES SHALL BE
PROVIDED AND PERFORMED PER ISPWC DIVISION 1000 CONSTRUCTION
STORMWATER BEST MANAGEMENT PRACTICES.
APPROACH-ACCESS MANAGEMENT
K.AN ENCROACHMENT PERMIT ISSUED BY ITD SHALL BE REQUIRED FOR
CONSTRUCTION OF ALL ACCESSES TO THE HIGHWAY.
L.THE ANGLE OF INTERSECTION WITH THE LOCAL ROAD SHALL BE BETWEEN
60-120 DEGREES.
M.THE MAXIMUM ALLOWED ACCESS WIDTH 84 FEET
N.PROPOSED ACCESS WIDTH 68 FEET
ROADWAY CONSTRUCTION
O.SUB-BASE. THE MINIMUM SUB-BASE SHALL BE 18-INCHES OF 4-INCH MINUS
PIT RUN COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER AASHTO T-99
PROCTOR AND PLACED IN LAYERS NOT MORE THAN 8-INCHES THICK. THE
SUB-BASE SHALL MEET THE FOLLOWING GRADATION:
P.AGGREGATE BASE COURSE - THE MINIMUM DEPTH SHALL BE 6-INCHES OF
CRUSHED AGGREGATE COMPACTED TO 95% OF MAXIMUM DRY DENSITY
PER AASHTO T-99 PROCTOR AND PLACED IN LAYERS NOT MORE THAN
4-INCHES THICK. THE BASE COURSE SHALL MEET THE FOLLOWING
GRADATION:
KEYED NOTES - ITD STANDARDS
ITD1.CONSTRUCT APPROACH PER ITD STANDARD DRAWNIG 405-1 RURAL
APPROACHES WHERE APPLICABLE. FOR EXAMPLE, MAINTAIN SKEW,
CLEARZONE, SLOPES, APPROACH PROFILE, DRAINAGE, AND OTHER
DESCRIBED ELEMENTS ARE WITHIN ACCEPTABLE LIMITS WHERE
APPLICABLE AND PRACTICABLE.
ITD2.FURNISH AND CONSTRUCT PIPE AND CONDUIT INCLUDING TRENCHING
PER ITD STANDARD DRAWING 601-1 PIPE AND CONDUIT INSTALLATION.
ITD3.FURNISH AND INSTALL STORM DRAIN MANHOLE, TYPE C, PER ITD
STANDARD DRAWING 605-12 WITH GRADE RINGS, FRAME, COVER, AND
CONCRETE COLLAR PER ITD STANDARD DRAWING 605-13.
ITD4.FURNISH AND INSTALL CURB INLET TYPE 2 PER ITD STANDARD DRAWING
605-20 INLETS & CATCH BASINS TYPES 1, 2 & 3.
ITD5.CONSTRUCT VERTICAL SURFACE DISCONTINUITY PER ITD STANDARD
DRAWNIG 614-1 SIDEWALKS.
ITD6.FURNISH AND CONSTRUCT PERPENDICULAR CURB RAMP WITH
DETECTABLE WARNING SURFACE PER ITD STANDARD DRAWING 614-3
CURB RAMPS.
ITD7.FURNISH AND CONSRUCT CURB AND GUTTER TYPE 1 PER ITD
STANDARD DRAWNIG 615-1.
ITD8.FURNISH AND CONSTRUCT CURB TYPE 3 PER ITD STANDARD DRAWNIG
615-1.
ITD9.FURNISH AND CONSTRUCT TRAFFIC SEPARATOR TYPE 2 PER ITD
STANDARD DRAWNIG 615-1
ITD10.FURNISH AND CONSTRUCT GUTTER TYPE 1 PER ITD STANDARD
DRAWNIG 615-1
ITD11.FURNISH AND CONSTRUCT CURB TERMINUS PER ITD STANDARD
DRAWING 615-1
ITD6
26.8641'30.0000'
MATCH EXISTING
ASPHALT ELEVATION
4840
4844
4848
4852
4856
4860
4840
4844
4848
4852
4856
4860
7+20 7+40 7+60 7+80 8+20 8+40 8+60 8+80 9+20 9+40 9+60 9+80 10+20 10+40 10+60 10+80 11+20 11+40
STA:7+70.02 PC
28.06' RT (EAST)
ELEV:4856.05
STA:8+00.13
ELEV:4856.04
STA:9+65.68 PC
28.42' RT (EAST)
ELEV:4856.38
STA:10+30.68 PT
28.54 RT (EAST)
ELEV:4856.87
STA:11+50.00
28.78' RT (EAST)
ELEV:4857.20
48
5
6
.
6
3
48
5
6
.
6
2
7
48
5
6
.
6
0
48
5
6
.
5
9
8
48
5
6
.
7
3
48
5
6
.
7
2
7
10+00
48
5
7
.
0
5
48
5
7
.
0
5
2
11+00
48
5
7
.
2
3
48
5
7
.
2
3
0
11+50
48
5
7
.
3
6
48
5
7
.
3
6
5
ST
A
:
9
+
9
4
.
5
2
MA
N
H
O
L
E
-
(
2
)
52
.
6
3
L
T
.
(
E
A
S
T
)
RI
M
:
4
8
5
5
.
7
5
IE
I
N
4
8
4
3
.
4
1
8
"
E
IE
O
U
T
4
8
4
3
.
3
1
8
"
S
236' OF 8" DIA. SDR35 PVC SEWER PIPE @
0
.
4
0
%
STA:10+32.66
SD MH, TYPE C
37.09 RT (EAST)
RIM:4857.25
IE W. 4853.25
IE N 4846.00±
IE. S 4846.00±
IE IN 4851.92 12" W
IE IN 4846.00 12" S
IE IN 4846.00 12" N
STA:10+32.70 PROP.
DROP INLET
TOG 4856.90
IE E 4853.40 12" DIA HDPE
BE 4852.90
STA:7+58.93
MANHOLE - (1)
RIM:4856.02
IE IN 4842.37 8" N
ST
A
1
0
+
0
4
.
5
7
WA
T
E
R
L
I
N
E
C
O
N
N
E
C
T
I
O
N
43
.
3
1
'
R
T
(
E
A
S
T
)
379.98'LF 12" DIA. DIP WATERLINE
289' OF 12" STORM DRAIN 12" DIA. STORM DRAIN12" DIA. STORM DRAIN
A
P
P
R
O
X
I
M
A
T
E
L
Y
5
'
C
O
V
E
R
10' OF 12" DIA. SDR35 PVC SEWER PIPE @ 1.02%
STA:351+39.73
SD MH. TYPE C
-35.73 RT. (EAST)
RIM:4855.86
IE IN 4851.75 12" N
IE IN 4846.00 12" N
IE OUT 4846.00 12" S
ST
A
:
3
5
1
+
3
9
.
8
5
ST
R
U
C
T
U
R
E
-
(
1
3
)
RI
M
:
4
8
5
5
.
7
3
IE
O
U
T
4
8
5
1
.
8
5
1
2
"
S
ST
A
7
+
9
5
.
1
9
FI
R
E
H
Y
D
R
A
N
T
41
.
1
3
'
R
T
(
E
A
S
T
)
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
//////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
S
S
S
S
35
1
+
0
0
7+00 8+00 9+00 10+00 11+00
W W W
W
W W W W W W W W W W W W W
PROPOSED 236 LF 8" PIPE25+00 26+00 27+00
28
+
0
0
STA:7+58.93
MANHOLE - (1)
N:787216.87
E:748230.43
STA:9+94.52
MANHOLE - (2)
N:787452.45
E:748229.30
D
Y
H
STA:351+39.73
SDMH, TYPE C
35.73' RT (EAST)
RIM EL. 4856.50±
IE NE 4851.75
IE N 4846.00±
IE S 4846.00±
STA:351+39.85
Structure - (13)
N:787211.35
E:748214.90
PROPOSED 10 LF 12" PIPE
STA:10+32.70
DROP INLET
27.09 RT (EAST)
TOG 4856.90
IE E. 4853.40 12" DIA
HDPE
BE 4852.90
STA:10+32.66
SD MH, TYPE C
37.09 LT. (NORTH)
IE NE 4851.75
IE N 4846.00±
IE S 4846.00±
PROPOSED 10 LF 12" PIPE
PROPOSED 289 LF 12" PIPE
L=47.15, R=30.00
D=90° 03' 07"
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1
MAR. 2020
12
T
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E
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PR
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R
T
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S
R.
B
A
R
K
E
R
B.
C
R
O
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T
H
E
R
B.
C
R
O
W
T
H
E
R
B.
C
R
O
W
T
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E
R
1
PR
E
L
I
M
I
N
A
R
Y
D
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S
I
G
N
10
/
1
9
BE
C
2
FI
N
A
L
D
E
S
I
G
N
3/
2
0
BE
C
C-PP-09
ST
A
.
7
+
7
0
.
0
2
-
S
T
A
.
1
1
+
5
0
PL
A
N
A
N
D
P
R
O
F
I
L
E
12
T
H
W
E
S
T
0
SCALE: 1" =
20'20'
20'
10'
E
W
STA 351+01.90 HWY 33 =
STA 7+07.42 12TH WEST
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
EXISTING GROUND
AT STATIONING
ALIGNMENT
MA
I
N
S
T
R
E
E
T
12TH WEST
PROPOSED TOP BACK OF
CURB RIGHT SIDE (EAST)
MATCH LINE SEE SHEET C-PP-08
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
P
P
-
1
0
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD
DETAILS, ¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD
DRAWING 601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC
PIPE, AND STORM TECH SC-740 CHAMBER.
1
11
3
14 12 8 14 16
21
27
19
25
1
TBC 485
6
.
8
7
FL 4856
.
3
7
T
A
4
8
5
6
.
9
7
TA 4
8
5
6
.
5
0
TB
C
4
8
5
6
.
3
8
FL
4
8
5
6
.
8
8
TA 4
8
5
6
.
2
6
T
A
4
8
5
6
.
7
4
TB
C
4
8
5
7
.
2
0
FL
4
8
5
6
.
7
0
MATCH EXISTING
ASPHALT ELEVATION
SAWCUT EXISTING
WHITE LINEMATCH EXISTING
ASPHALT ELEVATION
ITD4
ITD3
T
B
C
4
8
5
6
.
2
7
F
L
4
8
5
5
.
7
7
PROTECT EXISTING
TRAFFIC SIGNAL MAST
AND LIGHT POLE
LIMITS OF ITD
CONSTRUCTION
STANDARDS AT PT
EXISTING GROUND AT
EDGE OF ASPHALT
ITD3
ITD4
4852
4856
4860
4852
4856
4860
11+60 11+80 12+20 12+40 12+60 12+80 13+20 13+40 13+60 13+80 14+20 14+40 14+60 14+80 15+20 15+40 15+60 15+80
STA:11+50.00
28.78' RT (EAST)
ELEV:4857.20
STA:15+25.21
ELEV:4856.43
STA:15+50.13
ELEV:4856.93
11+50
48
5
7
.
3
6
48
5
7
.
3
6
5
12+00
48
5
7
.
4
4
48
5
7
.
4
3
7
13+00
48
5
7
.
2
1
48
5
7
.
2
0
6
14+00
48
5
6
.
9
9
48
5
6
.
9
8
6
15+00
48
5
6
.
6
4
48
5
6
.
6
3
6
16+00
48
5
5
.
8
3
48
5
5
.
8
3
2
4855
4854
4
8
5
4
4856
4857
//////////////////////////////////////////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
12+00 13+00 14+00 15+00 16+00
10
+
0
0
C
O
N
PROPOSED 544 LF 12" PIPE
ORIGIN OF RADII
N:787976.87
E:748230.69
R
2
5
.
0
0
'
PAGE NO:
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Th
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p
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or
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s
i
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n
c
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c
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p
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p
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f
C
i
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i
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,
PL
L
C
.
a
n
d
s
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a
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l
n
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b
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c
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p
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wr
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a
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r
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a
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v
i
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i
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e
,
P
L
L
C
.
PR
O
J
E
C
T
N
O
.
01
-
1
9
-
0
0
RE
X
B
U
R
G
W
E
S
T
,
D
I
V
I
S
I
O
N
N
O
.
1
MAR. 2020
12
T
H
W
E
S
T
PR
O
P
E
R
T
I
E
S
R.
B
A
R
K
E
R
B.
C
R
O
W
T
H
E
R
B.
C
R
O
W
T
H
E
R
B.
C
R
O
W
T
H
E
R
1
PR
E
L
I
M
I
N
A
R
Y
D
E
S
I
G
N
10
/
1
9
BE
C
2
FI
N
A
L
D
E
S
I
G
N
3/
2
0
BE
C
C-PP-10
ST
A
.
1
1
+
5
0
-
S
T
A
.
1
5
+
5
0
.
1
3
PL
A
N
A
N
D
P
R
O
F
I
L
E
12
T
H
W
E
S
T
0
SCALE: 1" =
20'20'
20'
10'
E
W
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
EXISTING GROUND
F
I
R
E
H
O
L
E
D
R
I
V
E
12TH WEST
TOP BACK OF CURB
TB
C
4
8
5
6
.
4
3
FL
4
8
5
5
.
9
3
TBC
4
8
5
6
.
9
3
FL
4
8
5
6
.
4
3
TA
4
8
5
5
.
9
7
3
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
P
P
-
0
9
MATCH LINE SEE SHEET C-PP-11
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD
DETAILS, ¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD
DRAWING 601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC
PIPE, AND STORM TECH SC-740 CHAMBER.
4844
4848
4852
4856
4860
4844
4848
4852
4856
4860
10+20 10+40 10+60 10+80 11+20 11+40 11+60 11+80 12+20 12+40 12+60 12+80 13+20 13+40
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136' OF 8" DIA. SDR35 PVC SEWER PIPE @ 0.45%
20' OF 8" DIA. SDR35 PVC SEWER PIPE @ 0.40%
STA:10+48.62
ELEV:4856.93STA:10+25.21
ELEV:4856.43
STA:11+34.84
ELEV:4857.26
STA:12+63.91
ELEV:4856.51
STA:13+55.52
ELEV:4854.68
STA:11+58.88
ELEV:4857.01
STA:12+38.92
ELEV:4857.00TOP BACK OF CURB
TOP BACK OF CURB
STA:10+35.07
ELEV:4848.24
STA:13+54.92
ELEV:4846.56
WATERLINE TEE
STA:12+63.91
ELEV:4847.04
320' OF 8" AWWA C-151 DIP
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//
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//
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//
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15
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PROPOSED 136 LF 8" PIPE PROPOSED 20 LF 8" PIPE
C
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CON CON CON CON CON CON
C
O
N
STA:10+21.20
CATCH BASIN AND
INFILTRATOR SYSTEM
TOG EL 4856.43
IE OUT 4852.43
BOT 4851.43
STA:10+26.95
MANHOLE - (9)
N:787999.14
E:748515.90
STA:10+26.95
MANHOLE - (8)
N:787998.75
E:748379.90
ORIGIN OF RADII
N:787978.29
E:748229.27
ORIG
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9
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ORIGIN OF RADII
N:787978.85
E:748426.96
PAGE NO:
DATE:
SHEET NO:
QA
/
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SCALE: 1" =
20'20'
20'
10'
EW
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
EXISTING GROUND
SA
W
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A
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FIRE HOLE AVENUE
12
T
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27
27
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4
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4
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GRADE BREAKS
3
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
MATCH LINE SEE SHEET C-PP-10
4
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD
DETAILS, ¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD
DRAWING 601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC
PIPE, AND STORM TECH SC-740 CHAMBER.
C-TC-01TRAFFIC CONTROL PLANCONSTRUCTION NOTES A. PERFORM TRAFFIC CONTROL IN ACCORDANCE WITH THE ITD 2018 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, SECTION 626 - TEMPORARY TRAFFIC CONTROL.A. ALL SIGNS SHALL BE POST MOUNTED IF THEY ARE LEFT UP FOR MORE THAN THREE DAYS. OTHER SIGNS THAT ARE TAKEN DOWN DAILY SHALL BE MOUNTED ON STANDS. SIGNS SHALL BE MOUNTED 7' ABOVE THE PAVED SURFACE.B. SOME ITD SIGN NUMBERS ARE NOT CONSISTENT WITH MUTCD SIGN NUMBERS. SEE ITD SIGN CHART.C. SIGNS AND SIGN STANDS THAT DO NOT APPLY TO ACTIVE WORK ZONE TRAFFIC CONTROL SHALL BE REMOVED OR LAID DOWN AT LEAST 15'FROM THE EDGE OF THE TRAVELED WAY.D. COVER ALL CONFLICTING SIGNS WITHIN THE PROJECT. SIGNS SHALL BE COVERED USING AN APPROVED METHOD. SIGNS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH NEW SIGNS.E. ALL SIGNS REQUIRE FLAGS.F. SIGNS USED AT NIGHT SHALL HAVE TYPE A FLASHERS.G. ALL PAINTED PAVEMENT MARKING SHALL BE COMPLETED BY THE CONTRACTOR.H. TRAFFIC CONTROL MUST BE REMOVE WHEN CONSTRUCTION IS NOT ACTIVE AND REPLACED WHEN CONSTRUCTION WORK RECOMMENCES.KEYED NOTES 8. REMOVE EXISTING STOP SIGN.9. FURNISH AND INSTALL STOP SIGN (OR RELOCATE EXISTING STOP SIGN),10.REMOVE, PROTECT, AND REPLACE 11.REMOVE, PROTECT, AND REPLACE MILEPOST.
SPEED
LIMIT
G
2
0
-
3
(
4
8
"
x
2
4
"
)
5
0
0
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P
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6
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x
4
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)
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50
0
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50
0
'
50
0
'
50
0
'
50
0
'
W
2
1
-
4
B
(
4
8
"
x
4
8
"
)
W
2
0
-
4
B
(
4
8
"
x
4
8
"
)
W
2
0
-
9
B
(
4
8
"
x
4
8
"
)
W
2
0
-
7
B
(
4
8
"
x
4
8
"
)
W2
0
-
7
B
(4
8
"
x
4
8
"
)
W20-9B
(4
8
"
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4
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"
)
W20-4B (48"x 48")W21-4B (48"x 48")
S
P
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L
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0
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(4
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0
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(3
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x
4
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500'500'
50
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50
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50
0
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25
0
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B
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4
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-
9
B
(4
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"
x
4
8
"
)
W2
0
-
4
B
(4
8
"
x
4
8
"
)
W2
1
-
4
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(4
8
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50
0
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3
3
SPEEDLIMIT G20-3 (48"x 24")500' PAST PROJECTR2-1A (36"x 48")250'
PAGE NO:
DATE:
SHEET NO:
QA
/
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DE
S
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1
MAR. 2020
12
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SAWTELLE AVENUE
1
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8
-
12
-
FUTURE ROAD SECTION
12P
-
6
-