HomeMy WebLinkAboutDwgs_Pebble-Creek_Phase-I_2022-10-27(SSF) (2)CONCORDIA
PEBBLE CREEK PHASE 1
CIVIL DESIGN
SEPTEMBER 2022
LOCATION MAP
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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LOT 3
LOT 4
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LOT 6
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BLOCK 6
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
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PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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EX SSMHRIM EL: 4847.75INV N: 4836.35INV W: 4836.43 EX SSMHRIM EL: 4847.35INV N: 4836.24INV S: 4836.34INV E: 4836.43 EX SSMHRIM EL: 4846.55INV N: 4835.66INV S: 4835.76
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LOT 2BLOCK 2 LOT 6 SSMH #1RIM EL: 4847.24INV S: 4834.05INV E: 4834.05INV N: 4833.95 SSMH #5RIM EL: 4846.32INV S: 4835.74INV NE:4835.64
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6
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INV NE: 4835.
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LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6BLOCK 7 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6BLOCK 15
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2000 SOUTHFUTURE CURB GUTTER AND SIDEWA
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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N
C
H
F
O
R
E
X
T
R
A
F
U
R
N
I
S
H
A
N
D
I
N
S
T
A
L
L
P
V
C
S
C
H
4
0
C
O
N
D
U
I
T
6
0
L
F
4
-
I
N
C
H
F
O
R
P
O
W
E
R
6
0
L
F
4
-
I
N
C
H
F
O
R
G
A
S
6
0
L
F
4
-
I
N
C
H
F
O
R
C
O
M
M
6
0
L
F
4
-
I
N
C
H
C
I
T
Y
B
R
O
A
D
B
A
N
D
6
0
L
F
4
-
I
N
C
H
F
O
R
E
X
T
R
A
6
0
L
F
4
-
I
N
C
H
F
O
R
E
X
T
R
A
F
U
R
N
I
S
H
A
N
D
I
N
S
T
A
L
L
P
V
C
S
C
H
4
0
C
O
N
D
U
I
T
8
0
L
F
4
-
I
N
C
H
F
O
R
P
O
W
E
R
8
0
L
F
4
-
I
N
C
H
F
O
R
G
A
S
8
0
L
F
4
-
I
N
C
H
F
O
R
C
O
M
M
8
0
L
F
4
-
I
N
C
H
C
I
T
Y
B
R
O
A
D
B
A
N
D
8
0
L
F
4
-
I
N
C
H
F
O
R
E
X
T
R
A
8
0
L
F
4
-
I
N
C
H
F
O
R
E
X
T
R
A
B
r
e
n
t
E
C
r
o
w
t
h
e
r
1
0
/
2
7
/
2
2
5+00 6+00
60+00
4828
4832
4836
4840
4844
4848
4852
4856
4828
4832
4836
4840
4844
4848
4852
4856
4+66 5+00 6+00 6+60
5+00
48
4
6
.
7
0
6+00
48
4
6
.
7
0
48
4
7
.
0
1
3
0.95%1.01%
GRADE BREAK STA = 5+67.95
ELEV = 4846.71
GRADE BREAK STA = 6+24.01
ELEV = 4847.24
GRADE BREAK STA = 6+59.55
ELEV = 4847.60
DYH
DYH
PAGE NO:
DATE:
SHEET NO:
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NO
.
RE
V
I
S
I
O
N
S
DA
T
E
BY
Th
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s
d
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c
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p
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e
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f
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t
a
i
l
or
d
e
s
i
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n
c
o
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c
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p
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t
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p
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p
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r
t
y
o
f
C
i
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i
l
i
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e
,
PL
L
C
.
a
n
d
s
h
a
l
l
n
o
t
b
e
c
o
p
i
e
d
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i
t
h
o
u
t
t
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wr
i
t
t
e
n
a
u
t
h
o
r
i
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a
t
i
o
n
o
f
C
i
v
i
l
i
z
e
,
P
L
L
C
.
PR
O
J
E
C
T
N
O
.
01
-
2
1
-
4
2
PE
B
B
L
E
C
R
E
E
K
SU
B
D
I
V
I
S
I
O
N
SEPTEMBER 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
E
R
1.
FI
N
A
L
9/
2
2
BE
C
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
ST
A
T
I
O
N
6
+
5
9
.
5
5
MA
T
C
H
L
I
N
E
PH
A
S
E
2
ST
A
T
I
O
N
6+
5
9
.
5
5
0
SCALE: 1" =
20'20'
20'
10'
E
W
9
C-PP-01
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
S
M
I
T
H
R
A
N
C
H
R
D
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
UTILITIES 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 HORIZONTAL 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 SEPARATION 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.CONSTRUCT 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 ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.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.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
SEE SHEET C-PP-02
FOR PLAN AND
PROFILE SHEET
TA 4847.24
R=20.00'
N=777124.6549
E=746919.2390
SEE SHEET C-PP-02
FOR PLAN AND
PROFILE SHEET
SSMH #1
STA 6+24.01
RIM EL: 4847.50
INTERSECTION OF
SMITH RANCH RD RD
STA 6+24.01 & RIVER
BEND WAY STA 10+00.00
15.00' UTILITY
EASEMENT
5'
95'
12"
INV E: 4833.95
INV S: 4833.95
INV N: 4834.05
SSMH #8
RIM EL: 4847.50
42
42
37
1 3039
37
2
10
2
10
38
9
5'
BURY DEPTH
12"30
EX SEWER
LINE TYP.
FINISH GRADE
TYP.
EX GRADE
TYP.
37
TBC 4846.67
FL 4846.17
TA 4846.71
TBC 4846.67
FL 4846.17
GR
A
D
E
B
R
E
A
K
TBC 4847.20
FL 4846.70
TBC 4847.55
FL 4847.05
TBC 4847.55
FL 4847.05
TA 4847.72
TA 4847.60
TA 4847.65
TA 4847.95
51
TBC 4847.48
TOG 4864.98
IE IN 4842.98
IE OUT 4843.48
53
RIVERBEND
WAY
WILLOW
CREEK
WAY
36
GR
A
D
E
B
R
E
A
K
GR
A
D
E
B
R
E
A
K
TBC R=20.00'
N=777124.6549
E=746919.2390
SMITH
RANCH RD BEGIN CONSTRUCTION
AT STA 5+67.95
53
TBC 4846.59
TOG 4846.09
BE 4842.09
IE OUT 4842.84
RIM 4844.95
BE 4836.45
IE IN 4840.98
FFE 4848.00
56
51
TBC 4846.59
TOG 4846.09
BE 4842.09
IE OUT 4842.84
51
RIM 4846.79
BE 4837.19
IE IN 4842.34
IE OUT 4840.69
(4) CHAMBERS-28'
52
RIM 4846.79
BE 4837.19
IE IN 4842.34
IE OUT 4840.69
(4) CHAMBERS-28'
52
100'
Brent E Crowther
10/27/22
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
9+50 10+00 11+00 12+00 13+00
10+00
48
4
6
.
7
1
48
4
7
.
2
4
0
11+00
48
4
6
.
7
0
48
4
7
.
7
5
2
12+00
48
4
6
.
6
7
48
4
7
.
7
0
7
0.56%0.22%
-1.23%
-0.14%
GRADE BREAK STA = 10+00.00
ELEV = 4847.24
GRADE BREAK STA = 10+85.26
ELEV = 4847.72 GRADE BREAK STA = 11+26.84
ELEV = 4847.81
GRADE BREAK STA = 12+61.93
ELEV = 4847.62
6
+
0
0
32
+
0
0
32
+
9
3
6
0
+
0
0
6
1
+
0
0
70
+
0
0
10+
0
0
11+
0
0
12+00 13+00
MA
T
C
H
L
I
N
E
P
H
A
S
E
1
ST
A
T
I
O
N
1
3
+
0
0
.
0
0
SE
E
S
H
E
E
T
C
-
P
P
-
0
2
0
SCALE: 1" =
20'20'
20'
10'
E
W
MA
T
C
H
L
I
N
E
P
H
A
S
E
1
S
T
A
T
I
O
N
1
3
+
0
0
.
0
0
SE
E
S
H
E
E
T
C
-
P
P
-
0
3
SSMH #1
STA 10+00.00
RIM EL: 4847.50
SSMH #2
STA 11+40.80
RIM EL: 4847.74
SSMH #6
STA 12+61.93
RIM EL: 4847.62
R=20.00'
N=777124.8713
E=746919.0207
TBC 4847.65
FURNISH AND INSTALL
60', 18" DIA. CMP OR
HDPE CULVERT
N45°09'16.33"E 217.13'
R=20.00'
N=777195.6433
E=746919.2350
PHASE 2 LINE
PHASE 1 LINE
SEE SHEET C-PP-09
FOR PLAN AND
PROFILE SHEET
R=20.00'
N=777195.6522
E=746926.8334
15.00' UTILITY EASEMENT
TA 4847.95
FL 4847.68
TA 4847.66
FL 4847.39
TA 4847.51
TA 4847.98
TA 4847.66
FL 4847.39
TA 4847.51
INTERSECTION OF
RIVER BEND WAY
STA 12+61.93 &
ROSE FINCH WAY
ST STA 70+00.00
INTERSECTION OF
SMITH RANCH RD RD
STA 6+24.01 & RIVER
BEND WAY STA 10+00.00
FURNISH AND INSTALL
16', 18" DIA. CMP OR
HDPE CULVERT
INTERSECTION OF RIVER BEND
WAY STA 10+85.26 & WILLOW
CREEK WAY STA 60+00.00
LOT 1LOT 2LOT 3LOT 5LOT 6
BLOCK 15
LOT 1
BLOCK 17
PAGE NO:
DATE:
SHEET NO:
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/
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A
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AP
P
R
O
V
E
D
NO
.
RE
V
I
S
I
O
N
S
DA
T
E
BY
Th
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s
d
o
c
u
m
e
n
t
o
r
a
n
y
p
a
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t
t
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e
r
e
o
f
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d
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t
a
i
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or
d
e
s
i
g
n
c
o
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c
e
p
t
i
s
t
h
e
p
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o
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r
t
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o
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C
i
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i
l
i
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e
,
PL
L
C
.
a
n
d
s
h
a
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o
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b
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c
o
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e
d
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e
wr
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n
a
u
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a
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e
,
P
L
L
C
.
PR
O
J
E
C
T
N
O
.
01
-
2
1
-
4
2
PE
B
B
L
E
C
R
E
E
K
SU
B
D
I
V
I
S
I
O
N
SEPTEMBER 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
E
R
1.
FI
N
A
L
9/
2
2
BE
C
LOT 4
LOT 2
LOT 1
BLOCK 16
LOT 2
FINISH GRADE
TYP
EX GRADE
TYP
TA 4847.65
INV N: 4833.95
INV S: 4834.05
INV E: 4834.05
SSMH #8
STA 10+00.00
RIM EL: 4847.24
SSMH #7
STA 11+40.80
RIM EL: 4847.74
INV E: 4834.60
INV W: 4834.70 INV E: 4835.07
INV S: 4835.17
SSMH #6
STA 12+61.93
RIM EL: 4847.62
SEE SHEET C-PP-09
FOR PLAN AND
PROFILE SHEET
RIVERBEND WAY
RO
A
D
E
E
W
I
L
L
O
W
C
R
E
E
K
W
A
Y
R=20.00'
N=777195.4962
E=746997.5838
R=20.00'
N=777124.5678
E=747104.7681
R=20.00'
N=777074.4988
E=747155.1096
S=0.40% L=136.54'S=0.40% L=118.19'S=0.40% L=30.79'
13.00' LANE WIDTH
13.00' LANE WIDTH
26.00'
PAVEMENT
WIDTH
5'
10
C-PP-02
PL
A
N
&
P
R
O
F
I
L
E
S
H
E
E
T
RI
V
E
R
B
E
N
D
W
A
Y
42
42
1
1
429
2
10
2
10
11
30
37
3843
40
20
37
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
UTILITIES 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 HORIZONTAL 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 SEPARATION 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.CONSTRUCT 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 ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.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.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
8"
8"
44
42
42 42
308"
408"
L=23.91, R=30.50'
Δ=44°54'45"
5'
BURY DEPTH
INV E: 4835.19
INV S: 4835.29
SSMH #6
STA 12+96.71
RIM EL: 4847.36
42
L=112.29'
S=0.40%
TBC 4847.55
FL 4847.05
TA 4847.72
TBC 4847.95
TA 4847.62
TBC 4847.38
FL 4846.88TA 4847.95
FL 4847.68
TBC 4847.48
TOG 4864.98
IE IN 4842.98
IE OUT 4843.48
FFE 4848.00
TBC 4847.10
FL 4846.83
GRA
D
E
B
R
E
A
K
GRA
D
E
B
R
E
A
K
TBC 4847.60
51
G
R
A
D
E
B
R
E
A
K
54
G
R
A
D
E
B
R
E
A
K
FURNISH AND INSTALL
60', 18" DIA. CMP OR
HDPE CULVERT
FURNISH AND INSTALL
60', 18" DIA. CMP OR
HDPE CULVERT
RIM 4846.79
BE 4837.19
IE IN 4842.34
IE OUT 4840.69
(4) CHAMBERS-28'
52
53100'
100'53
S
M
I
T
H
R
A
N
C
H
R
O
A
D
TBC 4846.59
TOG 4846.09
BE 4842.09
IE OUT 4842.84
51
RIM 4844.95
BE 4836.45
IE IN 4840.98
56
TBC 4847.22
FL 4846.95
N89
°
5
5
'
5
8
.
2
6
"
E
12
8
.
8
5
'
Brent E Crowther
10/27/22
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
13+00 14+00 15+00 16+00 16+25
14+00
48
4
6
.
4
5
48
4
7
.
3
0
8
15+00
48
4
6
.
2
3
48
4
7
.
2
3
9
16+00
0.46%-0.07%
GRADE BREAK STA = 13+17.10
ELEV = 4846.94
GRADE BREAK STA = 13+97.98
ELEV = 4847.31
GRADE BREAK STA = 15+86.06
ELEV = 4847.18
22
+
0
0
23
+
0
0
3
2
+
9
3
7
0
+
0
0
13+
0
0
14+00 15+00 15+86
DYH
DYH
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PE
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I
O
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SEPTEMBER 2022
CO
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C
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B.
C
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1.
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C
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I
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0
.
0
0
SE
E
S
H
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E
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C
-
P
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-
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2
0
SCALE: 1" =
20'20'
20'
10'
E
W
M
A
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C
H
L
I
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P
H
A
S
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1
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2
SEE SHEET C-PP-04
FOR PLAN AND
PROFILE SHEET
EX GRADE
TYP
RIVERBEND WAY
CO
B
B
L
E
S
T
O
N
E
C
T
R=20.00'
N=776820.5006
E=747227.4447
R=20.00'
N=747156.3078
Y =76820.4273
FINISH GRADE
TYP
FINISH GRADE
TYP
N45
°
0
9
'
1
6
.
3
3
"
E
2
1
7
.
1
3
'
S0°00'12.34"E 188.19'
9
8 10'
10'
PHA
S
E
2
L
I
N
E
PHA
S
E
1
L
I
N
E
LOT 1
LOT 2
LOT 3
LOT 5
BLO
C
K
1
6
LOT 4
LOT 1LOT 2LOT 3LOT 5LOT 6
BLOCK 6
LOT 4
LOT 1LOT 2LOT 3LOT 5LOT 6
BLOCK 5
LOT 4
LOT 1
LOT 2
LOT 3
LOT 5
LOT 6
LOT 4
BL
O
C
K
2
R=3.00'
N=777000.1504
E=747153.2794
R=3.00'
N=777026.2491
E=747127.0459
13.00' LANE WIDTH
13.00' LANE WIDTH
26.00'
PAVEMENT
WIDTH
INTERSECTION OF RIVER
BEND WAY STA 15+86.06 &
COBBLE STONE CT STA
22+55.67
11
C-PP-03
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
R
I
V
E
R
B
E
N
D
W
A
Y
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
UTILITIES 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 HORIZONTAL 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 SEPARATION 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.CONSTRUCT 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 ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.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.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
1
11
30
37
1
31.00'
25.00'
L=27.98, R=35.50'
Δ=45°09'04"
8"
308"
5'
BURY DEPTH
54
TBC 4846.82
FL 4846.55
TBC 4846.82
FL 4846.55
TBC 4847.42
FL 4847.15
TBC 4847.42
FL 4847.15
TBC 4847.20
FL 4846.93
TBC 4847.20
FL 4846.93
TBC 4847.12
FL 4846.85
TBC 4847.60
TBC 4846.52
FL 4846.25
TBC 4847.03
FL 4846.76
TBC 4846.74
TBC 4847.45
TA 4847.18
G
R
A
D
E
B
R
E
A
K
GR
A
D
E
B
R
E
A
K
GR
A
D
E
B
R
E
A
K
FFE 4846.50
FFE 4848.00
FURNISH AND INSTALL
60', 18" DIA. CMP OR
HDPE CULVERT
RIM 4846.25
BE 4837.75
IE IN 4841.50
56
RIM 4846.25
BE 4837.75
IE IN 4841.50
56
SCUPPER
BELOW
SIDEWALK
Brent E Crowther
10/27/22
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
19+50 20+00 21+00 22+00 23+00
20+00
48
4
5
.
7
0
48
4
6
.
4
0
0
21+00
48
4
5
.
7
0
48
4
6
.
7
9
3
22+00
48
4
5
.
7
0
48
4
6
.
5
3
2
0.80%-1.45%1.00%
1.57%
GRADE BREAK STA = 20+00.00
ELEV = 4846.40
GRADE BREAK STA = 20+81.85
ELEV = 4847.06
GRADE BREAK STA = 21+51.61
ELEV = 4846.05
GRADE BREAK STA = 22+55.67
ELEV = 4847.09
GRADE BREAK STA = 22+91.21
ELEV = 4847.65
20+00 21+00 22+00 23+00
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o
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s
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n
c
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p
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p
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,
PL
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SEPTEMBER 2022
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SCALE: 1" =
20'20'
20'
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EW
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N89°55'26.37"E
503.97'
5'
LOT 1
LOT 2
LOT 3
LOT 1 LOT 2 LOT 3 LOT 5 LOT 6LOT 4
LOT 1
LOT 2
LOT 3
LOT 1 LOT 2 LOT 3 LOT 5LOT 4
BLOCK 3 BLOCK 2
BL
O
C
K
7
BLOCK 6
ROAD BB
R=20.00'
N=776819.9608
E=747018.2485
R=3.00'
N=776803.1122
E=746979.9294
R=20.00'
N=776819.9608
E=747018.2485
R=3.00'
N=776803.2642
E=747098.6544
R=3.00'
N=776803.3606
E=747145.5444
R=20.00'
N=776820.4273
E=747156.3078 R=20.00'
N=776820.5006
E=747227.4447
8"
TYP
TYP
EX GRADE
TYP
FINISH GRADE
TYP
SEE SHEET C-PP-006
FOR PLAN AND
PROFILE SHEET
SEE SHEET C-PP-03
FOR PLAN AND
PROFILE SHEET
13.00' LANE WIDTH
13.00' LANE WIDTH
26.00'
PAVEMENT
WIDTH
INTERSECTION OF
COBBLE STONE CT STA
21+17.32 & HIDDEN BROOK
DDR STA 30+00.00
INTERSECTION OF
COBBLE STONE CT STA
22+55.67 & RIVER VIEW
WAY STA 15+86.06
12
C-PP-04
PH
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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
UTILITIES 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 HORIZONTAL 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 SEPARATION 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.CONSTRUCT 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 ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.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.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
1 36
37
9
111
14
37
38
43
40.85'
44
30
8"
5'
BURY DEPTH
8"14
L1 L2
L3
25.50'
TBC 4846.82
FL 4846.55 TBC 4846.82
FL 4846.55
TBC 4847.23
FL 4846.96
TBC 4846.47
FL 4846.20
TBC 4846.90
FL 4846.63
TA 4846.70
TBC 4846.30
FL 4846.03
TA 4847.03
TBC 4846.63
FL 4846.36
TBC 4846.46 TBC 4846.47
FL 4846.20
TBC 4846.70
FL 4846.40
TBC 4846.83
TBC 4847.23
FL 4846.96
TBC 4847.05
FL 4846.78
TBC 4846.81
TBC 4846.85
FL 4846.58
TBC 4846.89
FL 4846.67
TBC 4847.45
FL 4847.18
TBC 4847.42
FL 4847.15
TBC 4846.82
FL 4846.55
TA 4847.64
FL 4847.37TBC 4847.08
FL 4846.81
GR
A
D
E
BR
E
A
K
54
RIM 4844.95
BE 4836.45
IE OUT 4843.23
COBBLESTONE
CT
TA 4846.33 GR
A
D
E
BR
E
A
K
GR
A
D
E
BR
E
A
K
GRADE
BREAK
GR
A
D
E
BR
E
A
K
GRADE
BREAK
TBC 4846.63
FL 4846.36
HI
D
D
E
N
B
R
O
O
K
D
R
RI
V
E
R
B
E
N
D
W
A
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FFE 4847.00FFE 4847.00
56
56
56
53
53 53
FFE 4847.00 FFE 4847.75
RIM 4844.25
BE 4835.75
IE IN 4841.25
56
53100'
RIM 4846.00
BE 4837.50
IE IN 4841.50
IE OUT 4841.50
56
RIM 4846.00
BE 4837.50
IE IN 4841.25
IE OUT 4841.50
RIM 4846.00
BE 4837.50
IE IN 4841.25
IE OUT 4841.50
RIM 4846.25
BE 4837.75
IE IN 4841.50
56
37
Brent E Crowther
10/27/22
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
23+00 24+00 25+00 25+50
24+00
48
4
6
.
7
0
48
4
7
.
4
4
8
25+00
48
4
6
.
7
0
48
4
7
.
0
7
6
-0.39%-0.18%
GRADE BREAK STA = 25+03.97
ELEV = 4847.06GRADE BREAK STA = 24+09.48
ELEV = 4847.43
23+00 24+00 25+0025+04
40
+
0
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41
+
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0
MA
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SCALE: 1" =
20'20'
20'
10'
EW
MA
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1
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LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
BL
O
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5
TYP
TYP
EX GRADE
TYP
SSMH #9
STA 24+09.48
RIM EL: 4847.15
FINISH GRADE
TYP
SSMH #10
STA 25+03.97
RIM EL: 4847.51
SEE SHEET C-PP-07
FOR PLAN AND
PROFILE SHEET
N89°55'26.37"E 503.97'
R=3.00'
N=776803.5179
E=747245.4165
R=3.00'
N=776803.4762
E=747292.2568
R=20.00'
N=776820.6027
E=747310.1531
R=20.00'
N=776820.5879
E=747381.1380
R=3.00'
N=776803.6518
E=747385.7207
R=3.00'
N=776803.7137
E=747432.5605
13.00' LANE WIDTH
13.00' LANE WIDTH
26.00'
PAVEMENT
WIDTH
BL
O
C
K
4
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 6
BLOCK 1BLOCK 2
5'
8"
PAGE NO:
DATE:
SHEET NO:
QA
/
Q
C
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01
-
2
1
-
4
2
PE
B
B
L
E
C
R
E
E
K
SU
B
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V
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SEPTEMBER 2022
CO
N
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D
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W.
E
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B.
C
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1.
FI
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9/
2
2
BE
C
MATCHLINE PHASE 2 STATION 23+00.00
INTERSECTION OF
COBBLESTONE CT STA 24+09.48 &
THIMBLEBERRY DR STA 40+00.00
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
UTILITIES 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 HORIZONTAL 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 SEPARATION 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.CONSTRUCT 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 ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.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.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
40.85'
1
37
11
39
43
42
42
9
30
44
308"
5'
BURY DEPTH
25.50'25.50'
37
36
TBC 4846.95
FL 4846.68
TBC 4847.35
TBC 4847.55
TBC 4847.15
FL 4846.88
TBC 4847.20
FL 4846.93
TBC 4847.50
FL 4847.23
TBC 4847.39
FL 4847.10TBC 4847.75
FL 4847.48
TBC 4846.85
FL 4846.63
TA 4846.75
TBC 4847.20
FL 4846.93
TBC 4847.45
FL 4846.82
TBC 4847.60
TBC 4847.30
TBC 4846.90
FL 4847.23
TBC 4847.90
FL 4847.63
54 56GRA
D
E
BRE
A
K
TH
I
M
B
L
E
B
E
R
R
Y
D
R
COBBLESTONE CT
FFE 4848.00
FFE 4848.00
GRADE BREAK
52
5253
13
C-PP-05
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
C
O
B
B
L
E
S
T
O
N
E
C
O
U
R
T
TBC 4847.30
FL 4847.03
RIM 4846.75
BE 4838.25
IE IN 4841.25
IE OUT 4841.50
56
RIM 4846.75
BE 4838.25
IE IN 4841.25
IE OUT 4841.50
56
91'53
89'53
60'53
1
RIM 4845.50
BE 4837.00
IE IN 4841.25
56
FFE 4848.25FFE 4847.75
Brent E Crowther
10/27/22
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
29+50 30+00 31+00 32+00 33+00
30+00
48
4
5
.
7
0
48
4
6
.
0
5
0
31+00
48
4
5
.
8
4
48
4
7
.
0
2
6
32+00
48
4
6
.
1
8
-0.16%
1.60%-1.14%
GRADE BREAK STA = 30+00.00
ELEV = 4846.05
GRADE BREAK STA = 30+35.39
ELEV = 4845.99
GRADE BREAK STA = 31+06.37
ELEV = 4847.13
GRADE BREAK STA = 31+77.13
ELEV = 4846.32
30+00 31+00
3
2
+
0
0
3
2
+
9
3
13+
0
0
0
SCALE: 1" =
20'20'
20'
10'
E
W
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PL
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SEPTEMBER 2022
CO
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E
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B.
C
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1.
FI
N
A
L
9/
2
2
BE
C
SEE SHEET C-PP-04
FOR PLAN AND
PROFILE SHEET
INV E: 4836.14
INV W: 4836.24
INV N: 4836.24
S=0.40% L=125.80'
8"
BLOCK 6
LOT 1 LOT 2 LOT 3 LOT 5 LOT 6
BLOCK 7
LOT 4
13.00' LANE WIDTH
13.00' LANE WIDTH
26.00'
PAVEMENT
WIDTH
INV S: 4835.74
SSMH #6
STA 30+00.00
RIM EL: 4846.60
SSMH #5
STA 31+77.00
RIM EL: 4846.32
SSMH #6
STA 30+47.33
RIM EL: 4846.47'
INTERSECTION OF
HIDDEN BROOK DR
STA 30+00.00 &
COBBLESTONE CT
STA 21+17.32
N0°00'11"W 177.26'
R=20.00'
N=776819.9608
E=747018.2485
R=20.00'
N=776819.9608
E=747018.2485
8"
LOT 1 LOT 2 LOT 3 LOT 5 LOT 6LOT 4
FINISH GRADE
TYP
EX GRADE
TYP
14
C-PP-06
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
H
I
D
D
E
N
B
R
O
O
K
D
R
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
UTILITIES 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 HORIZONTAL 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 SEPARATION 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.CONSTRUCT 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 ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.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.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
1
1
23
42
42
30
33 43
42
11
SSMH #5
STA 31+77.13
RIM EL: 4846.32
42
44
37
14
7
308"
408"
5'
BURY DEPTH
37
INV NE: 4835.64
HIDDEN BROOK DR
FFE 4847.00
TBC 4846.47
FL 4846.20
TA 4846.62
TBC 4846.47
FL 4846.20
FFE 4847.00
TA 4846.62
TBC 4846.32
CO
B
B
L
E
S
T
O
N
E
C
T
55
53
SSMH #6
STA 12+96.71
RIM EL: 4847.36
42
SSMH #4
STA 12+96.71
RIM EL: 4847.36
42
S=0.40% L=112.29'
INV E: 4835.19
INV S: 4835.29
5326'
RIM 4846.00
BE 4837.50
IE IN 4841.50
IE OUT 4841.50
56
RIM 4846.00
BE 4837.50
IE IN 4841.25
IE OUT 4841.50
RIM 4844.95
BE 4836.45
IE OUT 4843.23
TBC 4846.84
FL 4846.58
TBC 4846.84
FL 4846.58
Brent E Crowther
10/27/22
4830
4832
4836
4840
4844
4848
4852
4856
4860
4830
4832
4836
4840
4844
4848
4852
4856
4860
39+50 40+00 41+00 42+00 42+76
40+00
48
4
6
.
7
0
48
4
7
.
4
3
0
41+00
48
4
6
.
7
0
48
4
7
.
7
6
7
42+00
48
4
6
.
8
6
48
4
7
.
5
2
2
1.39%-0.24%0.73%2.21%
GRADE BREAK STA = 40+00.00
ELEV = 4847.43
GRADE BREAK STA = 40+35.50
ELEV = 4847.92
GRADE BREAK STA = 42+06.48
ELEV = 4847.51
GRADE BREAK STA = 42+44.23
ELEV = 4847.78
40+00 41+00 42+00
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p
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f
C
i
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i
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i
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,
PL
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a
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s
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a
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b
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h
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a
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o
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o
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,
P
L
L
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.
PR
O
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E
C
T
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1
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B
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SEPTEMBER 2022
CO
N
C
O
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A
W.
E
L
K
B.
C
R
O
W
T
H
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R
1.
FI
N
A
L
9/
2
2
BE
C
0
SCALE: 1" =
20'20'
20'
10'
E
W
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
S
T
A
T
I
O
N
4
2
+
7
5
.
5
5
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
ST
A
T
I
O
N
4
2
+
7
5
.
5
5
SEE SHEET C-PP-05
FOR PLAN AND
PROFILE SHEET
INV N: 4837.80
S=0.40% L=197.73'
8"
BLOCK 4
BLOCK 5
13.00' LANE WIDTH
13.00' LANE WIDTH
26.00'
PAVEMENT
WIDTH
15
C-PP-07
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
T
H
I
M
B
L
E
B
E
R
R
Y
D
R
SSMH #9
STA 42+51.39
RIM EL: 4847.78
INTERSECTION OF
COBBLESTONE CT STA
40+00.00 & THIMBLE DR
STA 24+09.48
8"
LOT 1 LOT 2 LOT 3 LOT 5 LOT 6LOT 4
INV S: 4837.18
INV W: 4837.08
SSMH #10
STA 40+42.50
RIM EL: 4849.05
SSMH #9
STA 42+44.23
RIM EL: 4847.78
SSMH #12
STA 40+42.50
RIM EL: 4849.05
N0°00'11"W 275.55
RO
A
D
D
D
LOT 7
LOT 1 LOT 2 LOT 3 LOT 5 LOT 6LOT 4
SEE SHEET C-PP-08
FOR PLAN AND
PROFILE SHEET
TYPTYP
FINISH GRADE
TYP
EX GRADE
TYP
R=20.00'
N=776820.6027
E=747310.1531
R=20.00'
N=776820.5879
E=747381.1380
5'
INTERSECTION OF
THIMBLE BERRY DR STA
42+44.23 & AUTUMN
BLASE LN STA 55+00.00
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
UTILITIES 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 HORIZONTAL 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 SEPARATION 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.CONSTRUCT 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 ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.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.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
42
1
11 23
42
30
38 43
42
42
37
1 9
36
37
44
37 37 37308"
408"
5'
BURY DEPTH
S=0.40% L=202.48'
TBC 4847.20
FL 4846.93
TBC 4847.20
FL 4846.93
TBC 4847.92
FL 4847.65
TBC 4847.92
FL 4847.65 TA 4847.78
FFE 4848.00
GR
A
D
E
BR
E
A
K
GR
A
D
E
BR
E
A
K
THIMBLEBERRY DR
AU
T
U
M
N
B
L
A
Z
E
L
N
CO
B
B
L
E
S
T
O
N
E
C
T
GR
A
D
E
B
R
E
A
K
53
RIM 4846.75
BE 4838.25
IE IN 4841.25
IE OUT 4841.50
56
5360'
RIM 4846.75
BE 4838.25
IE IN 4841.25
IE OUT 4841.50
56 53 60'
TBC 4847.60
TOG 4847.33
BE 4843.33
IE IN 4843.83
IE OUT 4843.83
TA 4847.51
TBC 4847.60
TOG 4847.33
BE 4843.33
IE IN 4843.83
IE OUT 4843.83
37
56
FFE 4848.00
Brent E Crowther
10/27/22
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
54+50 55+00 56+00 57+00 57+50
55+00
48
4
7
.
1
4
48
4
7
.
7
8
0
56+00
48
4
7
.
2
2
48
4
8
.
3
2
0
57+00
1.48%0.23%-0.63%1.21%
GRADE BREAK STA = 55+00.00
ELEV = 4847.78
GRADE BREAK STA = 55+35.45
ELEV = 4848.31
GRADE BREAK STA = 55+84.35
ELEV = 4848.42
GRADE BREAK STA = 56+41.19
ELEV = 4848.06
GRADE BREAK STA = 56+75.19
ELEV = 4848.47
14
+
0
0
42
+
0
0
43
+
0
0
55+00 56+00 56+75
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BY
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4
2
PE
B
B
L
E
C
R
E
E
K
SU
B
D
I
V
I
S
I
O
N
SEPTEMBER 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
E
R
1.
FI
N
A
L
9/
2
2
BE
C
0
SCALE: 1" =
20'20'
20'
10'
E
W
16
C-PP-08
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
A
U
T
U
M
N
B
R
E
E
Z
E
L
N
SEE PHASE 2 FOR
PLAN AND PROFILE
SHEET
BLOCK 9
BL
O
C
K
5
28.00
PAVEMENT
WIDTH
LOT 1
LOT 2
LOT 6
LOT 7
LOT 5
LOT 4
SEE SHEET C-PP-10
FOR PLAN AND
PROFILE SHEET
FINISH GRADE
TYP
EX GRADE
TYP
R=20.00'
N=777065.2906
E=747381.3507
5'
INTERSECTION OF
AUTUMN BLAZE LN
STA 50+00.00 & THIMBLE
BERRY DR STA 42+44.23 INTERSECTION OF
AUTUMN BLAZE LN STA
56+75.19 & PRAIRIE VIEW
DR STA 13+84.91
S89D59'49"W 675.19'
14' LANE WIDTH
14' LANE WIDTH
R=20.00'
N=777045.8442
E=747485.3737
R=20.00'
N=776991.5773
E=747381.1858
R=20.00'
N=776991.6918
E=747478.8815
5'
LOT 6
FURNISH AND INSTALL
50', 18" DIA. CMP OR
HDPE CULVERT
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
UTILITIES 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 HORIZONTAL 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 SEPARATION 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.CONSTRUCT 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 ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.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.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
1
11
9
1
9
308"
5'
BURY DEPTH
8" CAP OR
PLUG
37 37
PHASE 2 LINE
PHASE 1 LINE
TBC 4847.92
FL 4847.65
TBC 4848.21
FL 4847.94
TBC 4848.15
TA 4848.31
TA 4848.51
PR
A
I
R
I
E
V
I
E
W
D
R
TH
I
M
B
L
E
B
E
R
R
Y
D
R
AUTUMN BLAZE LN
TA 4848.51
TBC 4848.15
FFE 4848.00
FFE 4848.50
FF
E
4
8
4
8
.
0
0
TA 4847.78
TBC 4847.90
TOG 4847.40
BE 4843.40
IE OUT 4843.90
52
51
TA 4847.94
TBC 4847.90
TOG 4847.40
BE 4843.40
IE OUT 4843.90
TBC 4847.90
TOG 4847.40
BE 4843.40
IE OUT 4843.90
4 CHAMBERS (28')
Brent E Crowther
10/27/22
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
59+50 60+00 60+35
60+00
48
4
6
.
7
0
48
4
7
.
7
2
0
GR
A
D
E
B
R
E
A
K
S
T
A
=
6
0
+
0
0
.
0
0
EL
E
V
=
4
8
4
7
.
7
2
6+00
60+00
32+93
S4
5
°
0
9
'
1
6
"
E
10
7
.
1
0
'
S4
5
°
0
9
'
1
6
"
E
10
7
.
9
5
'
S44°54'56"W
29.98'
4830
4832
4836
4840
4844
4848
4852
4856
4860
4830
4832
4836
4840
4844
4848
4852
4856
4860
69+50 70+00 70+16
70+00
48
4
6
.
5
5
48
4
7
.
6
2
0
GRADE BREAK STA = 70+00.00
ELEV = 4847.62
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S
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BY
Th
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t
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r
a
n
y
p
a
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t
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e
r
e
o
f
i
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d
e
t
a
i
l
or
d
e
s
i
g
n
c
o
n
c
e
p
t
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
C
i
v
i
l
i
z
e
,
PL
L
C
.
a
n
d
s
h
a
l
l
n
o
t
b
e
c
o
p
i
e
d
w
i
t
h
o
u
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t
h
e
wr
i
t
t
e
n
a
u
t
h
o
r
i
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a
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i
o
n
o
f
C
i
v
i
l
i
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e
,
P
L
L
C
.
PR
O
J
E
C
T
N
O
.
01
-
2
1
-
4
2
PE
B
B
L
E
C
R
E
E
K
SU
B
D
I
V
I
S
I
O
N
SEPTEMBER 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
E
R
1.
FI
N
A
L
9/
2
2
BE
C
0
SCALE: 1" =
20'20'
20'
10'
E
W
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
ST
A
T
I
O
N
6
0
+
3
5
.
4
4
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
ST
A
T
I
O
N
7
0
+
1
5
.
5
0
17
C-PP-09
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
W
I
L
L
O
W
C
R
E
E
K
W
A
Y
&
R
O
S
E
F
I
N
C
H
W
A
Y
0
SCALE: 1" =
20'20'
20'
10'
E
W
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
ST
A
T
I
O
N
7
0
+
1
5
.
5
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
UTILITIES 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 HORIZONTAL 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 SEPARATION 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.CONSTRUCT 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 ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.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.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
8"30
1
408"
5'
BURY DEPTH
SEE SHEET C-PP-02
FOR PLAN AND
PROFILE SHEET
SEE SHEET C-PP-02
FOR PLAN AND
PROFILE SHEET
INTERSECTION OF
RIVERBEND WAY STA
10+85.26 & WILLOW
CREEK WAY STA
60+00.00
S0°00'11"W 315.85'
R=20.00'
N=777195.6522
E=746926.8334
R=20.00'
N=777195.4962
E=746997.5838
11
13' LANE WIDTH
1
5'9
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
ST
A
T
I
O
N
6
0
+
3
5
.
4
4
SSMH #3
STA 70+00.00
RIM EL: 4847.62
INTERSECTION OF
RIVERBEND WAY
STA 70+00.00 &
RODE FINCH WAY
WAY STA 12+61.93
42 14' LANE WIDTH
TBC 4847.38
FL 4847.11
TBC 4847.10
FL 4846.83
11
INV E: 4835.07
INV S: 4835.17
SSMH #3
STA 70+00.00
RIM EL: 4847.62
S=0.40%
L=224.42'
42
8"30
408"
EX GRADE
TYP
FINISH GRADE
TYP
EX GRADE
TYP
FINISH GRADE
TYP
GRADE
BREAK
G
R
A
D
E
B
R
E
A
K
TBC 4847.22
FL 4846.95
TBC 4847.22
FL 4846.95
Brent E Crowther
10/27/22
4832
4836
4840
4844
4848
4852
4856
4860
4864
4832
4836
4840
4844
4848
4852
4856
4860
4864
10+00 11+00 12+00 13+00 14+00 14+20
11+00
48
4
6
.
7
0
48
4
7
.
5
8
7
12+00
48
4
6
.
7
0
48
4
7
.
7
3
1
13+00
48
4
7
.
2
8
48
4
7
.
8
7
4
14+00
48
4
7
.
5
9
48
4
8
.
4
8
3
-1.01%0.14%1.36%
GRADE BREAK STA = 10+15.35
ELEV = 4847.90
GRADE BREAK STA = 10+53.01
ELEV = 4847.52
GRADE BREAK STA = 13+46.02
ELEV = 4847.94
GRADE BREAK STA = 13+84.92
ELEV = 4848.47
10+00 11+00 12+00 13+00 14+00
25
+
0
0
25
+
0
4
16
+
0
0
16
+
9
1
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or
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n
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c
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e
p
r
o
p
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t
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o
f
C
i
v
i
l
i
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,
PL
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a
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s
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a
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a
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SEPTEMBER 2022
CO
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E
L
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B.
C
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W
T
H
E
R
1.
FI
N
A
L
9/
2
2
BE
C
0
SCALE: 1" =
20'20'
20'
10'
E
W
MA
T
C
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P
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A
S
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2
S
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4
+
2
0
.
3
5
SEE SHEET C-PP-08
FOR PLAN AND
PROFILE SHEET
INTERSECTION OF
PRAIRE VIEW DR
STA 13+84.91 &
AUTUMN BLAZE LN
STA 56+75.19
SEE SHEET ?-??-??
FOR PLAN AND
PROFILE SHEET
19.50' LANE WORK
19.50' LANE WORK
68.00' ROW
GRAVEL
DRAINAGE
18
C-PP-10
PH
A
S
E
1
-
P
L
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&
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D
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
UTILITIES 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 HORIZONTAL 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 SEPARATION 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.CONSTRUCT 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 ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.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.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
8"
FINISH GRADE
TYP
EX GRADE
TYP
R=25.00'
N=776691.5947
E=747473.8973
N0D00'11"W 1308.11'
RO
A
D
D
D
5'
FURNISH AND INSTALL
51', 18" DIA. CMP OR
HDPE CULVERT
11
30
19
5'
BURY DEPTH
39
R=25.00'
N=776691.7236
E=747567.8974
32
2
10
2
10
1
R=25.00'
N=777065.0254
E=747478.8743
R=20.00'
N=776991.6918
E=747478.8815
15.00' UTILITY EASEMENT
3012"
3737
TA 4847.94
HIGH POINT
TA 4848.47
TA 4847.52
52
TBC 4847.90
FL 4847.40
TBC 4847.90
FL 4847.40
TBC 4847.02
TOG 4846.52
BE 4842.52
IE OUT 4843.02
TBC 4847.90
GR
A
D
E
B
R
E
A
K
PRAIRIE VIEW DR
TBC 4847.02
TOG 4846.52
BE 4842.52
IE OUT 4843.02
TBC 4848.15
GR
A
D
E
B
R
E
A
K
AU
T
U
M
N
B
L
A
Z
E
LN
20
0
0
W
E
S
T
37
4 CHAMBERS (28')
52
4 CHAMBERS (28')
RIM 4847.20
BE 4838.60
IE IN 4842.77
IE OUT 4842.10
RIM 4847.20
BE 4838.60
IE IN 4842.77
IE OUT 4842.10
51
51
39 39
37
TA 4847.94
TBC 4847.90
TOG 4847.40
BE 4843.40
IE OUT 4843.90
RIM 4847.10
BE 4839.50
IE IN 4843.65
IE OUT 4843.00
51
51
TBC 4847.90
TOG 4847.40
BE 4843.40
IE OUT 4843.90
RIM 4847.10
BE 4839.50
IE IN 4843.65
IE OUT 4843.00
37
Brent E Crowther
10/27/22
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
10+00 11+00 12+00 13+00 13+25
11+00
48
4
7
.
7
2
48
4
7
.
7
2
4
12+00
48
4
7
.
7
5
48
4
7
.
7
5
4
13+00
48
4
8
.
7
1
48
4
8
.
7
0
7
GRADE BREAK STA = 10+00.00
ELEV = 4847.70
GRADE BREAK STA = 12+27.54
ELEV = 4847.76
GRADE BREAK STA = 12+54.69
ELEV = 4848.70
0.03%3.46%
N89°56'19"E
643.80'
1+
0
0
2+
0
0
10+00 11+00 12+00 13+00
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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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i
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,
PL
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a
n
d
s
h
a
l
l
n
o
t
b
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c
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p
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d
w
i
t
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o
u
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wr
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
C
i
v
i
l
i
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e
,
P
L
L
C
.
PR
O
J
E
C
T
N
O
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01
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2
1
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4
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B
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SEPTEMBER 2022
CO
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E
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B.
C
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T
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1.
FI
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9/
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C
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SCALE: 1" =
20'20'
20'
10'
EW
MA
T
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H
L
I
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E
PH
A
S
E
1
ST
A
T
I
O
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13
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A
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ST
A
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I
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19
C-PP-11
PH
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O
F
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20
0
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W
E
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R
D
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
UTILITIES 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 HORIZONTAL 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 SEPARATION 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.CONSTRUCT 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 ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.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.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
8"
FINISH GRADE
TYP
EX GRADE
TYP
11
30
2
10
5'9
1
R=25.00'
N=776697.0347
E=746924.0984
15.00' UTILITY EASEMENT
TBC 4847.45
2000 WEST
43
10
EX SEWER
LINE
EX EDGE OF
ASPHALT
FUTURE CONCRETE
CURB AND GUTTER
FUTURE CONCRETE
SIDEWALK TYP
TBC 4847.90
FL 4847.40
SAW CUT AND
MATCH EX
GRADE
19' ASPHALT
LO
T
1
LO
T
2
LO
T
3
LO
T
4
LO
T
5
LO
T
6
BLOCK 3
LO
T
1
LO
T
2
LO
T
3
LO
T
4
BLOCK 2
SM
I
T
H
R
A
N
C
H
R
O
A
D
EX SSMH
STA 11+01.67
RIM EL: 4847.35
EX SSMH
STA 11+01.67
RIM EL: 4847.35
INV E: 4836.43
INV S: 4836.43
S=0.44% L=398.11'
INV E: 4836.29
8"30
21
RIM 4847.80
BE 4838.20
IE IN 4843.50
IE OUT 4841.70
(4) CHAMBERS-28'
TBC 4847.60
TOG 4847.10
BE 4843.10
IE OUT 4843.70
TBC 4847.90
FL 4847.40
Brent E Crowther
10/27/22
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
13+25 14+00 15+00 16+00 16+91
48
4
8
.
7
3
48
4
8
.
7
3
0
48
4
8
.
7
4
48
4
8
.
7
4
0
48
4
8
.
7
7
48
4
8
.
7
6
5
GRADE BREAK STA = 14+51.95
ELEV = 4848.74
GRADE BREAK STA = 16+90.81
ELEV = 4848.77
0.02%0.02%
N89°56'19"E 2630.51'
N89°56'19"E 643.80'
10
+
0
0
11
+
0
0
14+00 15+00 16+00 16+91
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s
i
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PL
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1
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4
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B
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SEPTEMBER 2022
CO
N
C
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A
W.
E
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B.
C
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T
H
E
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1.
FI
N
A
L
9/
2
2
BE
C
0
SCALE: 1" =
20'20'
20'
10'
EW
MA
T
C
H
L
I
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E
PH
A
S
E
1
SE
E
S
H
E
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T
C-
P
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1
1
ST
A
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I
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13
+
2
5
.
0
0
MA
T
C
H
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I
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P
H
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1
SE
E
S
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P
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1
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ST
A
T
I
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3
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20
C-PP-12
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20
0
0
W
E
S
R
D
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
UTILITIES 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 HORIZONTAL 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 SEPARATION 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.CONSTRUCT 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 ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.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.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
FINISH GRADE
TYP
EX GRADE
TYP
11
2
10
5'9
1
R=25.00'
N=776691.7236
E=747567.8974
15.00' UTILITY
EASEMENT
TBC 4847.90
2000 WEST
43
10
EX SEWER
LINE
EX EDGE OF
ASPHALT
FUTURE CONCRETE
CURB AND GUTTER
FUTURE CONCRETE
SIDEWALK TYP
SAW CUT AND
MATCH EX
GRADE
10' ASPHALT
LO
T
1
LO
T
2
LO
T
3
LO
T
4
LO
T
5
LO
T
6
LO
T
1
LO
T
2
LO
T
3
LO
T
5
BLOCK 2
SM
I
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R
A
N
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O
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EX SSMH
STA 11+01.67
RIM EL: 4847.35
EX SSMH
STA 11+01.67
RIM EL: 4847.35
INV E: 4838.30
INV S: 4838.30
S=0.44% L=398.11'
INV W: 4838.20
BLOCK 1
R=25.00'
N=776691.5947
E=747473.8973
S=0.40% L=396.76'
EX WATER
LINE TYP
TA 4847.52
52
TBC 4847.02
TOG 4846.52
BE 4842.52
IE OUT 4843.02
GRADE BREAK
FFE 4848.25FFE 4847.75
RIM 4847.80
BE 4838.20
IE IN 4843.50
IE OUT 4841.70
(4) CHAMBERS-28'
TBC 4847.60
TOG 4847.10
BE 4843.10
IE OUT 4843.70
TBC 4847.90
FL 4847.40
RIM 4847.80
BE 4838.20
IE IN 4843.50
IE OUT 4841.70
(4) CHAMBERS-28'
TBC 4847.60
TOG 4847.10
BE 4843.10
IE OUT 4843.70
51
4 CHAMBERS (28')
TBC 4847.90
FL 4847.40
52
4 CHAMBERS (28')
RIM 4847.20
BE 4838.60
IE IN 4842.77
IE OUT 4842.10
TBC 4847.02
TOG 4846.52
BE 4842.52
IE OUT 4843.02
Brent E Crowther
10/27/22
21
C-DT-01
PH
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D
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T
A
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SMITH RANCH RD & CONCORDIA RD
1
-2
-
13'2'13'2'
30'
15'15'
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3
-
SAW CUT AND REMOVE
EX ASPHALT NORTH
SIDE
THRESHOLD
EL +0.60 TO 1.35'
25'-0"
DRIVEWAY 4'-0"9'-0"
TRAFFIC LANE 4'-0"9'-0"
TRAFFIC LANE 4'-0"25'-0"
DRIVEWAY
22'-0"
VALLEY GUTTER
EL=0.00'
THRESHOLD
EL +0.60 TO 1.35'
TOC
EL +0.35'
EDGE OF
ASPHALT
EL +0.31'
TOC
EL +0.35'
TOC
EL +0.35'
EDGE OF
ASPHALT
EL +0.31'
TOC
EL +0.35'
HIDDEN BROOK DRIVE
18'-0"
TRAFFIC LANE
5'-0"
SIDEWALK
22'-0"
DRIVEWAY
THRESHOLD
EL +0.50 TO 1.06'
EDGE OF ASPHALT
EL -0.35'CLEL
+0.00'
THRESHOLD
EL +0.50 TO 1.06'
2'-0"
CURB & GUTTER
TBC -0.19
FL -0.48'
EDGE OF
SIDEWALK
EL +0.20'
12" MINIMUM 6" MINUS GRANULAR
SUBBASE PER ISPWC SECTION 501
COMPACTED TO 96% OF MAXIMUM
DRY DENSITY
4"- 3/4" MINUS BASE CRUSHED
AGGREGATE BASE COURSE PER
ISPWC SECTION 502 COMPACTED
TO 96% OF MAXIMUM DRY
DENSITY
3-INCH OF HOT PLANT MIX
BITUMINOUS PAVEMENT PER
ISPWC SECION 810
18'-0"
TRAFFIC LANE
22'-0"
DRIVEWAY
2'-0"
CURB & GUTTER
EDGE OF ASPHALT
EL -0.35'
TBC -0.19
FL -0.48'
12" MINIMUM 6" MINUS GRANULAR
SUBBASE PER ISPWC SECTION 501
COMPACTED TO 96% OF MAXIMUM
DRY DENSITY
4"- 3/4" MINUS BASE CRUSHED
AGGREGATE BASE COURSE PER
ISPWC SECTION 502 COMPACTED
TO 96% OF MAXIMUM DRY
DENSITY
3-INCH OF HOT PLANT MIX
BITUMINOUS PAVEMENT PER
ISPWC SECION 810
4
-
THIMBLEBERRY DRIVE
5
-
Brent E Crowther
10/27/22
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
S
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B
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2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 9/22BEC
2
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C
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PHASE 1 - TYPICAL FLOOR
PLANS
2
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156'-0"PLANTER BOX FRONT PORCHGREENSPACEGREENSPACEGREENSPACEGREENSPACE
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BUILDING A - SIX PLEX, 26' X 70' LOTS,BLOCKS 1, 2, 3 5-
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216'-0"36'-0"
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DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
S
E
P
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2
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CONCORDIA W. ELK
B. CROWTHER 1.FINAL 9/22BEC
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