HomeMy WebLinkAboutREDLINED INFRASTRUCTURE LOT LAYOUT PLAY - 20-00739 - SITE PLAN - Teton River Flats Community Housing - six 4-plexes - LoreneAuthor Name Author Email Author Phone No.:
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : SITE PLAN - Teton River Flats Community Housing - six 4-plexes - Lorene
Address : RPR6N40E203550 & RPRXBCA0203370
Application Type :
Document Filename : Infrastructure, Lot Layout Plan - Teton River Flats.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
3 - HORIZONTAL
CONTROL
Callout Joel Gray : PW Open 5 Sidewalk installed per City of Rexburg Standards.
3 - HORIZONTAL
CONTROL
Callout Joel Gray : PW Open 5 Concrete approach required.
3 - HORIZONTAL
CONTROL
Callout Joel Gray : PW Open 5 Has the easement been obtained?
3 - HORIZONTAL
CONTROL
Callout Joel Gray : PW Open 5 Fabric required
3 - HORIZONTAL
CONTROL
Callout Joel Gray : PW Open 5 Additional ROW required per Development Agreement
3 - HORIZONTAL
CONTROL
Free text Joel Gray : PW Open 5 Streetlights required per City Standards.
DEQ Approval Required.
5 - LORENE
STREET STA 1+00
TO 4+00
Callout Joel Gray : PW Open 7 Pipe must be laid flatter.
5 - LORENE
STREET STA 1+00
TO 4+00
Callout Joel Gray : PW Open 7 Culinary service can come off fire line if there is capacity. Valve
required on culinary line.
# 20-00739
Civil Site Plan
Report Date: 22-10-2020
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
5 - LORENE
STREET STA 1+00
TO 4+00
Callout Joel Gray : PW Open 7 All manholes must be above flood plain or have bolted lids.
6 - LORENE
STREET STA 4+00
TO 8+50
Callout Joel Gray : PW Open 8 Sanitary Sewer line to be extnded to intersection to the East.
6 - LORENE
STREET STA 4+00
TO 8+50
Callout Joel Gray : PW Open 8 Water line to have tee and valves for future.
6 - LORENE
STREET STA 4+00
TO 8+50
Callout Joel Gray : PW Open 8 Manholes not in street must be 24" above surrounding ground
level.
10 - DRIVE 2 4+50
TO 6+25
Callout Joel Gray : PW Open 12 Trash Enclosure pads are too small per City Standards.
Report Date: 22-10-2020
Approval of plans does not constitute approval of variance from code
Page 2 of 2
Powered by TCPDF (www.tcpdf.org)
0+
7
8
1+
0
0
2+
0
0
3+00 4+00 5+00 6+00 7+00 7+28
1+00 2+00 3+00 4+00 5+00 6+00 7+00
8+
0
0
8+
4
2
0+
7
8
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+006+006+14
S89° 31' 34"W
315.15'
N0
°
1
2
'
2
5
"
W
14
0
.
0
0
'
N89° 31' 34"E
645.01'
N0
°
1
1
'
4
3
"
W
19
9
.
7
9
'
S89° 33' 55"W
329.89'
S0
°
1
2
'
2
5
"
E
37
0
.
0
1
'
N89° 31' 34"E
122.43'
S2
°
0
2
'
5
2
"
E
14
0
.
6
0
'
S89° 46' 18"W
126.94'
L1
L2
C1
L3
L4
L5
L6
4872
4871
4872 4872
4
8
7
2
4871
4872
4
8
7
2
4873
4872
Lorene St
Number
L1
C1
L2
Begin Station
1+00.00
7+16.74
7+94.09
End Station
7+16.74
7+94.09
8+42.31
Radius
49.50
Length
616.74
77.35
48.23
Line/Chord Direction
N89° 31' 34.07"E
N44° 45' 47.04"E
N0° 00' 00.00"E
Begin Point
N: 791812.64, E: 759370.84
N: 791817.74, E: 759987.56
N: 791867.24, E: 760036.65
End Point
N: 791817.74, E: 759987.56
N: 791867.24, E: 760036.65
N: 791915.47, E: 760036.65
ROAD 1
Number
L3
L4
Begin Station
0+78.00
2+35.72
End Station
2+35.72
7+28.45
Radius Length
157.72
492.73
Line/Chord Direction
S0° 00' 00.00"E
N90° 00' 00.00"E
Begin Point
N: 791834.94, E: 759406.33
N: 791677.22, E: 759406.33
End Point
N: 791677.22, E: 759406.33
N: 791677.22, E: 759899.06
ROAD 2
Number
L5
L6
Begin Station
0+78.00
4+38.76
End Station
4+38.76
6+14.12
Radius Length
360.76
175.35
Line/Chord Direction
S0° 00' 00.00"E
S89° 57' 45.16"W
Begin Point
N: 791838.77, E: 759870.06
N: 791478.01, E: 759870.06
End Point
N: 791478.01, E: 759870.06
N: 791477.89, E: 759694.71
6"
R = 1/2"
6"
1"
4"
R = 1"
1' 1/2"
6"1"
6"
24"
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: September 10, 2020
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
6
8
1
.
8
5
9
0
PRELIMINARY FOR
REVIEW ONLY
3
15
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
LORENE STREET
DRIVE 1
DR
I
V
E
2
4.00'
22.00'2.50'5.50'
30.00'
LORENE ROAD PUBLIC IMPROVEMENTS
SCALE: 1"=5'
ROWCENTERLINE
2%
2.5" OF PLANT MIX
ASPHALT PAVEMENT
4" OF 3/4" AGGREGATE
BASE
12" OF STANDARD PIT RUN
MATERIAL
6" HIGH BACK CURB
PER REXBURG CITY
STANDARDS
2%
LANDSCAPE
STRIP
LEGEND
EXIST. CATCH BASIN
PROPOSED CATCH BASIN
EXIST. FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXIST. LIGHT POLE
PROPOSED STREET LIGHT
PROPOSED WATER VALVE
PROPOSED SANITARY SEWER MANHOLE
EXIST. CURB & GUTTER
PROPERTY LINE
GRADE BREAK
SAW CUT
STREET RIGHT-OF-WAY (ROW)
EASEMENT LINE
EXIST. FENCE LINE
PROPOSED UNDERGROUND POWER
EXIST. SANITARY SEWER LINE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
EXIST. WATERLINE
PROPOSED SANITARY SEWER SERVICE
PPROPOSED WATER SERVICE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED CONCRETE SIDEWALK
PROPOSED ASPHALT
PROPOSED LANDSCAPING
PROPOSED BUILDINGS
EXISTING ASPHALT TO BE PROTECTED
PROPOSED STORM DRAIN MANHOLE
PROPOSED CURB & GUTTER
EXIST. STORM DRAINLINE
PROPOSED STORM DRAINLINE
EXIST. POWER POLE
SITE INFORMATION:
AREA: 156,242 SQ FT (3.59 ACRES)
BUILDINGS: 29 (116 UNITS)
UNITS/ACRE: 32
PARKING: 196 PARKING STALLS (6 ADA STALLS)
LANDSCAPE: 55,013 SQ FT (35%)
STORM TECH
AREA 1
STORM TECH
AREA 2
VOLUME
CALC.38,282 0.9 1.5
AREA (sq.ft.)PRECIPITATION FACTOR INTENSITY (in)
4,307 CU FT
REQ VOLUME
STORM
TECH
VOLUME
VOLUME (cu ft)
4,501
INFILTRATION MATERIAL
PIT RUN BASE
INFILTRATION AREA
1111 sq ft
RETENTION TIME
3 HRS
STORM TECH AREA 2 (SEE SHEET 11 AND 12 FOR DETAILS)
VOLUME
CALC.36,992 0.9 1.5
AREA (sq.ft.)PRECIPITATION FACTOR INTENSITY (in)
4,162 CU FT
REQ VOLUME
STORM
TECH
VOLUME
VOLUME (cu ft)
4,132
INFILTRATION MATERIAL
PIT RUN BASE
INFILTRATION AREA
992 sq ft
RETENTION TIME
3 HRS
CITY STORM TECH (SEE SHEET 13 FOR DETAILS)
VOLUME
CALC.19,872 0.9 1.5
AREA (sq.ft.)PRECIPITATION FACTOR INTENSITY (in)
2,236 CU FT
REQ VOLUME
STORM
TECH
VOLUME
VOLUME (cu ft)
2,247
INFILTRATION MATERIAL
PIT RUN BASE
INFILTRATION AREA
992 sq ft
74.9 CU FT
VOLUME PER INFILTRATOR
NO. OF INFILTRATORS
30
STORM TECH AREA 1 (SEE SHEET 11 AND 12 FOR DETAILS)
4" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
10" DEPTH UNCRUSHED AGGREGATE
SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
2.5" DEPTH ASPHALT PLANT MIX
TYPICAL ASPHALT ROAD
CITY STORM TECH SYSTEM
BUILDING REVEAL:
THERE IS AN ASSUMED 0.5' REVEAL FROM
FINISH FLOOR TO FINISH GRADE.
6" LIP DOWN CURB DETAIL
SCALE: 1"=1'
POWER NOTE:
SEE ROCKY MOUNTAIN POWER CONTRACTOR'S MAP
FOR PROPOSED POWER FACILITIES.
FIRE CODE NOTE:
1.D103.6.1 ROADS ARE 20 TO 26 FEET IN WIDTH.
FIRE LANE SIGNS ARE SPECIFIED IN SECTION
D103.6 APPARATUS ACCESS ROADS THAT ARE
20 TO 26 FEET WIDE.
2.CURBS SHALL BE PAINTED RED FOUR FEET ON
EACH SIDE OF THE EVERY FIRE HYDRANT.
24.00'
17.00'
TYP
9.00'
TYP
16.00'
TYP
9.00'
TYP
9.00'
16.00'
26.00'
16.00'
9.00'
9.00'
16.00'
9.00'
26.04'
9.00'
16.00'
11.04'
11.57'
32.38'
21.32'
16.93'
23.35'
11.46'
21.69'
12.00'
11.24'
LANDSCAPE NOTE:
FINAL LANDSCAPE SHOULD SLOPE AWAY FROM BUILDINGS
SANITARY SEWER SERVICE NOTE:
CLEANOUTS REQUIRED FOR CURRENT PLUMBING
CODE NOT SHOWN ON PLANS. CONTRACTOR IS
RESPONSIBLE TO VERIFY SEWER CLEANOUT
LOCATIONS.
16.00'
15.06'
Sidewalk installed
per City of Rexburg
Standards.
Concrete approach
required.
Has the easement
been obtained?
Fabric
required
Additional ROW required
per Development
Agreement
Streetlights required per City Standards.
DEQ Approval Required.
DATUM ELEV
4860.00
4864
4868
4872
1+00
48
7
0
.
7
48
7
0
.
6
6
48
7
0
.
7
48
7
0
.
7
2
2+00
48
7
1
.
2
48
7
1
.
2
3
48
7
1
.
3
48
7
1
.
3
1
3+00
48
7
1
.
2
48
7
1
.
2
3
48
7
1
.
4
48
7
1
.
3
5
4+00
48
7
1
.
4
48
7
1
.
3
5
-0.40%
1.23%
0.60%
PV
I
S
t
a
.
=
1
+
0
0
.
0
0
El
e
v
.
=
4
8
7
0
.
6
5
8
PV
I
S
t
a
.
=
1
+
6
7
.
7
3
El
e
v
.
=
4
8
7
1
.
4
9
0
PV
I
S
t
a
.
=
2
+
8
4
.
4
6
El
e
v
.
=
4
8
7
2
.
1
9
0
-0.40%
1.23%
0.60%
PV
I
S
t
a
.
=
1
+
0
0
.
0
0
El
e
v
.
=
4
8
7
0
.
6
5
8
PV
I
S
t
a
.
=
1
+
6
7
.
7
3
El
e
v
.
=
4
8
7
1
.
4
9
0
PV
I
S
t
a
.
=
2
+
8
4
.
4
6
El
e
v
.
=
4
8
7
2
.
1
9
0
Install 29' of 8" C50 DI Pipe @ 6' Min Cover
Install 6' of 8" C50 DI Pipe @ 6' Min Cover
Install 56' of 8" C50 DI P
i
p
e
@
6
'
M
i
n
C
o
v
e
r
Install 57' of 8" C50 DI Pipe @ 6' Min Cover Install 56' of 8" C50 DI Pipe @ 6'
M
i
n
C
o
v
e
r
Install 19' of 8" C50 DI Pipe @ 6' Min CoverSSMH 1
Sta:1+44.63 OFF:-16.14L
Rim:4870.88
S INV IN:4862.49
E INV IN:4862.49
W INV OUT:4862.39
Install 40' of 8" PVC SDR 35 San. Pipe @ 0.40%
Install 463' of 8" PVC SDR 35 San. Pipe @
0
.
4
0
%
Install 52' of 8" C50 DI Pipe @ 6' Min Cover
Install Hydrant
Flange: 4872.09'
STA: 3+86.59
OFF: 27.50
0+
7
8
1+
0
0
1+00 2+00 3+00 4+00
-2.19%
4870.37
TBC-PI-LP
4871.57
TBC-PI
4871.77
TBC-PI-HP
-2.59% 4871.33
TBC-PC
BUILDING:A1
AREA: 1,819 SQ FT
FF: 4871.25
BUILDING:A2
AREA: 1,819 SQ FT
FF: 4871.25
BUILDING:B1
AREA: 1,819 SQ FT
FF: 4872.75 BUILDING:B2
AREA: 1,819 SQ FT
FF: 4873.00
BUILDING:B3
AREA: 1,819 SQ FT
FF: 4873.25
BUILDING:B4
AREA: 1,819 SQ FT
FF: 4873.50
AREA: 1,819 SQ FT
4870.64
TBC-PC
4870.85
TBC-PC
4870.61
TBC-PC
4870.63
EO-MATCH
0402.4.1.A.1-06
0402.4.1.A.1-06
0403.4.1.A.1-01
STA:1+39.34
OFF: 18.34R
0402.4.1.A.1-06
SSMH 1
0101-01
0501.4.1.B.1-08
0501.4.1.B.1-080501.4.1.B.1-08
L1
L3
0602.4.1.F.1-01
4870.96
TBC-MATCH 0402.4.1.A.1-06
0402.4.1.A.1-060402.4.1.A.1-06
0402.4.1.A.1-06 0402.4.1.A.1-06
4872
4872
SD MH 1
SD CB 2
SD CB 1
SD CB 3
4871.21
TBC-PC
0401.4.1.B.1-886
1+94.51
11.33 R
0401.4.1.B.1-886
2+51.34
11.80 R
0401.4.1.B.1-888
1+45.92
1.001 R
0401.4.1.B.1-886
1+39.42
1.00 R0401.4.1.B.1-886
1+45.92
61.41 R
0401.4.1.B.1-886
3+66.50
12.75 R
0401.4.1.B.1-906
1+45.92
118.26 R
0401.4.1.B.1-8-6
0401.4.1.B.1-888
1+34.40
10.832 R
0401.4.1.B.1-886
3+09.67
12.28 R
4871.53
TBC-PC
4871.47
TBC-PC
0401.4.1.B.1-886
3+86.59
12.92 R
0403.4.1.A.1-01
STA:3+86.59
OFF: 27.50R
0402.4.1.A.1-06
4871.67
TBC-LP
4872.17
TBC-HP
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: September 10, 2020
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
6
8
1
.
8
5
9
0
PRELIMINARY FOR
REVIEW ONLY
5
15
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
LO
R
E
N
E
S
T
R
E
E
T
S
T
A
1
+
0
0
T
O
4
+
0
0
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
LORENE STREET PROFILE VIEW
LORENE STREET PLAN VIEW
0101-01 RETAIN AND
PROTECT
EXISTING UTILITY
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITIES LOCATION AND COORDINATE
WITH EACH UTILITY LOCATION PRIOR TO
CONNECTION PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS.
3.ENSURE 18'' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS
4.SLEEVE POTABLE WATER LINE 10' EITHER
SIDE OF CROSSING WITH NON-POTABLE
WATER LINE WHERE 18" VERTICAL
CLEARANCE IS NOT MET.
0101-02 RETAIN AND
PROTECT EXISTING
ASPHALT AND
CONCRETE
0201.4.1.E.1-01 SAW-CUT LINE
AND ASPHALT
REMOVAL
0401.4.1.A.1-06 INSTALL 6" WATER
PIPE DI C-50 @ 6'
MINIMUM COVER
0401.4.1.A.1-08 INSTALL 8" PIPE DI
C-50 @ 6' MIN
COVER
0401.4.1.B.1-886 INSTALL 8"x8"x6"
TEE
0401.4.1.B.1-888 INSTALL 8"x8"x8"
TEE
0401.4.1.B.1-906 INSTALL 6" 90°
BEND DI C50
0402.4.1.A.1-06 INSTALL 6"
WATER VALVE
0402.4.1.A.1-08 INSTALL 8"
WATER VALVE
0403.4.1.A.1-01 INSTALL FH
ASSEMBLY
0404.4.1.A.1-01 INSTALL 1.25"
WATER SERVICE
WITH INTERIOR
METER
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4%
0502.4.1.A.1-01 INSTALL 4' SS MH
PER ISPWC SD-501
0504.4.1.B.1-04 INSTALL 4" SDR 35
SANITARY SEWER
SERVICE @ 2% MIN
TO EASEMENT
0601.4.1.A.17-12 INSTALL 12" ADS N
12 STORM PIPE @
0.22% MIN. SLOPE
0602.4.1.A.1-01 INSTALL SD
MANHOLE
PER ISPWC SD-611
0602.4.1.F.1-01 INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-601
0706.4.1.A.5-01 INSTALL 6" CURB
AND GUTTER PER
ISPWC SD-701
0706.4.1.A.5-02 INSTALL 6" LIP
DOWN CURB AND
GUTTER PER
DETAIL SHEET 3
0706.4.1.A.5-03 INSTALL 6" HIGH
BACK CURB PER
REXBURG CITY
STANDARDS
DESIGN PROFILE @ CL
EXISTING SURFACE
0601.4.1.A.17-12
0401.4.1.A.1-08
CITY OF REXBURG INFILTRATOR
SYSTEM SEE SHEET 13
0201.4.1.E.1-01
0101-02
0101-02
0706.4.1.E.1-04
0706.4.1.E.1-04
0706.4.1.E.1-04
0706.4.1.A.5-01
0706.4.1.A.5-02
0706.4.1.E.1-04 INSTALL 4"
CONCRETE
SIDEWALK PER
ISPWC SD-709
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01 0404.4.1.A.1-01
0504.4.1.B.1-04 0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
ROAD 1
SHEET 7
LO
R
E
N
E
S
T
R
E
E
T
SH
E
E
T
6
0401.4.1.A.1-06
0401.4.1.A.1-06
0401.4.1.A.1-06
0401.4.1.A.1-06
0502.4.1.A.1-01
0402.4.1.A.1-08
0402.4.1.A.1-08
0706.4.1.A.5-03
1105.4.1.A.1-01
1105.4.1.A.1-01 INSTALL STOP
SIGN AND STREET
SIGNS PER
MUTCD STD.
ENSURE 18" MINIMUM
VERTICAL CLEARANCE
0706.4.1.H.1-01
0706.4.1.H.1-01
0706.4.1.A.3-04
0706.4.1.B.3-04 INSTALL VALLEY
GUTTER PER
ISPWC IF-708A
Pipe must
be laid
flatter.
Culinary service can
come off fire line if
there is capacity.
Valve required on
culinary line.
All manholes must be above
flood plain or have bolted lids.
DATUM ELEV
4860.00
4864
4868
4872
4876
4+00
48
7
1
.
4
48
7
1
.
3
5
48
7
1
.
5
48
7
1
.
4
8
5+00
48
7
1
.
6
48
7
1
.
5
9
48
7
2
.
5
48
7
2
.
5
0
6+00
48
7
2
.
3
48
7
2
.
2
6
48
7
2
.
8
48
7
2
.
7
7
7+00
48
7
2
.
9
48
7
2
.
8
6
48
7
1
.
4
48
7
1
.
3
5
8+00
48
7
3
.
5
48
7
3
.
5
4
8+50
Install 463' of 8" PVC SDR 35 San. Pipe @
0
.
4
0
%
SSMH 3
Sta:6+07.45 OFF:-12.31L
Rim:4872.33
S INV IN:4864.44
E INV IN:4864.44
W INV OUT:4864.34
SD CB 2
Sta:4+09.85 OFF:-24.00L
GRATE:4871.26
S INV IN:4868.16
N INV OUT:4868.06
Install 57' of 8" C50 DI Pipe @ 6' Min
C
o
v
e
r
Install 56' of 8" C50 DI Pipe @ 6' Min Cov
e
r
Install 44' of 8" C50 DI Pipe @ 6' Min Cover
Install 6' of 8" C50 DI Pipe @ 6' Min Cover
0.60%
-0.40%
0.45%PV
I
S
t
a
.
=
4
+
0
9
.
8
5
El
e
v
.
=
4
8
7
1
.
6
8
9
PV
I
S
t
a
.
=
6
+
3
2
.
3
7
El
e
v
.
=
4
8
7
2
.
6
9
3
PV
I
S
t
a
.
=
7
+
6
4
.
8
3
El
e
v
.
=
4
8
7
3
.
4
8
7
PV
I
S
t
a
.
=
8
+
3
4
.
6
0
El
e
v
.
=
4
8
7
3
.
2
0
8
Install 61' of 8" C50 DI Pipe @
6
'
M
i
n
C
o
v
e
r
Install 60' of 8" C50 DI Pipe @ 6' M
i
n
C
o
v
e
r
SD MH 1
Sta:5+09.82 OFF:-167.99L
Rim:4871.98
S INV IN:4868.05
E INV OUT:4867.95
W INV OUT:4867.95
Install 133' of 8" C50 DI Pip
e
@
6
'
M
i
n
C
o
v
e
r
Install 5' of 8" C50 DI Pipe @ 6' Min Cover
Install 6' of 8" C50 DI Pipe @ 6' Min Cover
Install 36' of 8" C50 DI Pipe @ 6' Min Cover
Install Hydrant
Flange: 4873.56'
STA: 7+24.87
OFF: 27.49
4+00 5+00 6+00 7+00
8+
0
0
8+
4
2
0+
7
8
1+
0
0
-2.73%
4872.97
TBC-PI
4872.67
TBC-PC
4871.98
TBC-PC
4871.92
TBC-PC
4872.72
TBC-PC
4872.60
TBC-PC
4871.52
TBC-PI-LP
4871.71
TBC-PC
-2.81%
-
2
.
4
3
%
-2
.
1
3
%
BUILDING: B5
AREA: 1,819 SQ FT
FF: 4873.75
BUILDING: B6
AREA: 1,819 SQ FT
FF: 4874.00
BUILDING:B7
AREA: 1,819 SQ FT
FF: 4874.50
BUILDING: D1
AREA: 1,819 SQ FT
FF: 4872.50
BUILDING: D2
AREA: 1,819 SQ FT
FF: 4872.50
4873.18
TBC-PC
4873.36
TBC-PC
4873.29
EO-PC
4873.23
TBC-MATCH
4873.09
EO-MATCH
4873.12
EO-PC0502.4.1.A.1-01SSMH 3
0501.4.1.B.1-08
0602.4.1.F.1-01
0602.4.1.F.1-01
0402.4.1.A.1-060402.4.1.A.1-06
L2
C1
0402.4.1.A.1-060402.4.1.A.1-06
0402.4.1.A.1-06
4872
4
8
7
2
SD MH 1
SD CB 2
SD CB 1
SD CB 6
0401.4.1.B.1-886
1+44.17
-60.41 L
0401.4.1.B.1-888
1+44.16
10.125 R
0401.4.1.B.1-886
4+23.32
13.22 R
0401.4.1.B.1-886
4+81.57
13.70 R
0401.4.1.B.1-886
5+38.40
14.17 R
0401.4.1.B.1-888
5+89.12
14.593 R
0401.4.1.B.1-906
1+44.17
-117.25 L0401.4.1.B.1-8-6
0401.4.1.B.1-408
7+30.91
18.58 R
0401.4.1.B.1-408
7+78.03
17.53 R
4872.37
TBC-PC
-1.
9
6
%
0602.4.1.A.1-01
0401.4.1.B.1-886
7+26.23
16.97 R
0403.4.1.A.1-01
STA:7+24.87
OFF: 27.49R
0402.4.1.A.1-06
0402.4.1.A.1-06
4871.67
TBC-LP
0402.4.1.A.1-08
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: September 10, 2020
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
6
8
1
.
8
5
9
0
PRELIMINARY FOR
REVIEW ONLY
6
15
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
LO
R
E
N
E
S
T
R
E
E
T
S
T
A
4
+
0
0
T
O
8
+
5
0
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
LOREN STREET PROFILE VIEW
LORENE STREET PLAN VIEW
0101-01 RETAIN AND
PROTECT
EXISTING UTILITY
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITIES LOCATION AND COORDINATE
WITH EACH UTILITY LOCATION PRIOR TO
CONNECTION PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS.
3.ENSURE 18'' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS
4.SLEEVE POTABLE WATER LINE 10' EITHER
SIDE OF CROSSING WITH NON-POTABLE
WATER LINE WHERE 18" VERTICAL
CLEARANCE IS NOT MET.
0101-02 RETAIN AND
PROTECT EXISTING
ASPHALT AND
CONCRETE
0201.4.1.E.1-01 SAW-CUT LINE
AND ASPHALT
REMOVAL
0401.4.1.A.1-06 INSTALL 6" WATER
PIPE DI C-50 @ 6'
MINIMUM COVER
0401.4.1.A.1-08 INSTALL 8" PIPE DI
C-50 @ 6' MIN
COVER
0401.4.1.B.1-886 INSTALL 8"x8"x6"
TEE
0401.4.1.B.1-888 INSTALL 8"x8"x8"
TEE
0401.4.1.B.1-906 INSTALL 6" 90°
BEND DI C50
0402.4.1.A.1-06 INSTALL 6"
WATER VALVE
0402.4.1.A.1-08 INSTALL 8"
WATER VALVE
0403.4.1.A.1-01 INSTALL FH
ASSEMBLY
0404.4.1.A.1-01 INSTALL 1.25"
WATER SERVICE
WITH INTERIOR
METER
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4%
0502.4.1.A.1-01 INSTALL 4' SS MH
PER ISPWC SD-501
0504.4.1.B.1-04 INSTALL 4" SDR 35
SANITARY SEWER
SERVICE @ 2% MIN
TO EASEMENT
0601.4.1.A.17-12 INSTALL 12" ADS N
12 STORM PIPE @
0.22% MIN. SLOPE
0602.4.1.A.1-01 INSTALL SD
MANHOLE
PER ISPWC SD-611
0602.4.1.F.1-01 INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-601
0706.4.1.A.5-01 INSTALL 6" CURB
AND GUTTER PER
ISPWC SD-701
0706.4.1.A.5-02 INSTALL 6" LIP
DOWN CURB AND
GUTTER PER
DETAIL SHEET 3
0706.4.1.A.5-03 INSTALL 6" HIGH
BACK CURB PER
REXBURG CITY
STANDARDS
DESIGN PROFILE @CL
EXISTING SURFACE
CITY OF REXBURG INFILTRATOR
SYSTEM SEE SHEET 13
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
LO
R
E
N
E
S
T
R
E
E
T
SH
E
E
T
5
ROAD 2
SHEET 9
0401.4.1.A.1-06 0401.4.1.A.1-06
0401.4.1.A.1-06
0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
0201.4.1.E.1-01
0706.4.1.A.5-030706.4.1.A.5-03
0706.4.1.E.1-04 0706.4.1.E.1-04
0402.4.1.A.1-08
0402.4.1.A.1-08
0404.4.1.A.1-01
1105.4.1.A.1-01
0706.4.1.E.1-04 INSTALL 4"
CONCRETE
SIDEWALK PER
ISPWC SD-709
1105.4.1.A.1-01 INSTALL STOP
SIGN AND STREET
SIGNS PER
MUTCD STD.
0602.4.1.F.1-01
0101-02
0101-01
ENSURE 18" MINIMUM
VERTICAL CLEARANCE
0402.4.1.A.1-08
0706.4.1.H.1-01 INSTALL ADA
PEDESTRIAN RAMP
W/DETECTABLE
WARNING DOMES
PER ISPWC SD-712
0706.4.1.H.1-01
0706.4.1.H.1-01
0706.4.1.B.3-04
Sanitary
Sewer line to
be extnded to
intersection to
the East.
Water line to
have tee and
valves for
future.
Manholes not in street must
be 24" above surrounding
ground level.
DATUM ELEV
4862.00
4864
4868
4872
4876
4+50
48
7
1
.
8
48
7
1
.
7
7
5+00
48
7
1
.
7
48
7
1
.
6
7
6+00
48
7
1
.
4
48
7
1
.
4
3
6+25
Install 199' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 130' of 8" ADS N 12
S
t
o
r
m
P
i
p
e
@
0
.
6
0
%
SSMH 7
Sta:5+60.37 OFF:-4.49L
GRATE:4871.36
E INV OUT:4866.85
SD CB 8
Sta:6+08.05 OFF:-29.01L
GRATE:4870.52
E INV IN:4867.04
N INV OUT:4866.94
SD MH 3
Sta:6+08.95 OFF:-9.41L
GRATE:4871.05
S INV IN:4866.89
Install Hydrant
Flange: 4872.76'
STA: ???
OFF: ???
Install 9' of 6" C50 DI Pipe @ 6' Min Cover
Install 10' of 6" C50 DI Pipe @ 6' Min Cover
3+
0
0
4+
0
0
5+006+006+14
-2.00%
-2
.
3
4
%
-2
.
8
7
%
-0.40%
-0
.
4
0
%
4872.95
TBC-PI
4872.95
TBC-PI
BUILDING: C3
AREA: 1,819 SQ FT
FF: 4873.25
BUILDING: C4
AREA: 1,819 SQ FT
FF: 4874.00
BUILDING: C2
AREA: 1,819 SQ FT
FF: 4873.75
BUILDING: D9
AREA: 1,819 SQ FT
FF: 4872.50
BUILDING: D10
AREA: 1,819 SQ FT
FF: 4872.50
BUILDING: D8
AREA: 1,819 SQ FT
FF: 4872.75
BUILDING: D7
AREA: 1,819 SQ FT
FF: 4872.75
BUILDING: D5
AREA: 1,819 SQ FT
FF: 4873.00
BUILDING: D6
AREA: 1,819 SQ FT
FF: 4873.00
0401.4.1.A.1-08
SSMH 6
SSMH 7
0501.4.1.B.1-08
0501.4.1.B.1-08
0402.4.1.A.1-06
0402.4.1.A.1-06
0403.4.1.A.1-01
STA:4+70.79
OFF: 16.50R
0402.4.1.A.1-06
0402.4.1.A.1-06
0602.4.1.F.1-01
0402.4.1.A.1-06
0402.4.1.A.1-06
4872.71
TBC-PC
4872.67
TBC-PC
4872.67
TBC-PC
4872.67
TBC-PC
4872.71
TBC-PC
4871.50
TBC-PI-LP
4871.79
TBC-PC
4871.79
TBC-PC
4871.72
TBC-PI0601.4.1.A.17-12
0602.4.1.F.1-01
0602.4.1.A.1-01
L6
4871
SD CB 7
SD CB 8
SD MH 3
0401.4.1.B.1-888
3+43.09
10.988 R
0401.4.1.B.1-886
4+50.13
8.42 R
0401.4.1.B.1-886
3+76.90
11.13 R
0401.4.1.B.1-886
0401.4.1.B.1-886
3+43.09
-60.41 L
0401.4.1.B.1-886
6+01.38
118.80 R
0401.4.1.B.1-886
3+20.07
10.89 R
0401.4.1.B.1-8-6
0401.4.1.B.1-906
5+36.76
137.35 R
0401.4.1.B.1-8-6
0401.4.1.B.1-9060401.4.1.B.1-908
STA: 4+50.30
OFF: -26.600 L
0401.4.1.B.1-906
4+70.78
8.42 R
0401.4.1.B.1-8-6
0401.4.1.B.1-906
3+43.09
-117.25 L
0402.4.1.A.1-06
0402.4.1.A.1-06
4872.50
TBC-PI
4871.97
TBC-PC
4871.72
TBC-PC
4871.02
TBC-PI
4872.26
TBC-PC
4872.20
TBC-PC
4871.23
TBC-PC
4871.47
TBC-PC
4871.39
TBC-MATCH
4871.69
TBC-MATCH
4871.65
TBC-LP
4871.42
TBC
-0
.
6
4
%
-2
.
0
3
%
4872
0402.4.1.A.1-08
0402.4.1.A.1-06
BUILDING: C1
AREA: 1,819 SQ FT
FF: 4873.50
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: September 10, 2020
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
6
8
1
.
8
5
9
0
PRELIMINARY FOR
REVIEW ONLY
10
15
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
DR
I
V
E
2
4
+
5
0
T
O
6
+
2
5
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
DRIVE 2 PROFILE VIEW
DRIVE 2 PLAN VIEW
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITIES LOCATION AND COORDINATE
WITH EACH UTILITY LOCATION PRIOR TO
CONNECTION PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS.
3.ENSURE 18'' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS
4.SLEEVE POTABLE WATER LINE 10' EITHER
SIDE OF CROSSING WITH NON-POTABLE
WATER LINE WHERE 18" VERTICAL
CLEARANCE IS NOT MET.
0401.4.1.A.1-06 INSTALL 6" WATER
PIPE DI C-50 @ 6'
MINIMUM COVER
0401.4.1.A.1-08 INSTALL 8" PIPE DI
C-50 @ 6' MIN
COVER
0401.4.1.B.1-886 INSTALL 8"x8"x6"
TEE
0401.4.1.B.1-888 INSTALL 8"x8"x8"
TEE
0401.4.1.B.1-906 INSTALL 6" 90°
BEND DI C50
0402.4.1.A.1-06 INSTALL 6"
WATER VALVE
0402.4.1.A.1-08 INSTALL 8"
WATER VALVE
0403.4.1.A.1-01 INSTALL FH
ASSEMBLY
0404.4.1.A.1-01 INSTALL 1.25"
WATER SERVICE
WITH INTERIOR
METER
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4%
0502.4.1.A.1-01 INSTALL 4' SS MH
PER ISPWC SD-501
0504.4.1.B.1-04 INSTALL 4" SDR 35
SANITARY SEWER
SERVICE @ 2% MIN
TO EASEMENT
0601.4.1.A.17-12 INSTALL 12" ADS N
12 STORM PIPE @
0.22% MIN. SLOPE
0602.4.1.A.1-01 INSTALL SD
MANHOLE
PER ISPWC SD-611
0602.4.1.F.1-01 INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-601
0706.4.1.A.5-01 INSTALL 6" CURB
AND GUTTER PER
ISPWC SD-701
0706.4.1.A.5-02 INSTALL 6" LIP
DOWN CURB AND
GUTTER PER
DETAIL SHEET 3
0706.4.1.E.1-04 INSTALL 4"
CONCRETE
SIDEWALK PER
ISPWC SD-709
DESIGN PROFILE @ CL
EXISTING SURFACE
10'X 10' CONCRETE
DUMPSTER PAD
STORM TECH
CHAMBER 2 SEE
SHEET 11
0404.4.1.A.1-01
0404.4.1.A.1-01
0101-01
0504.4.1.B.1-04
0706.4.1.E.1-04
0706.4.1.E.1-04
0706.4.1.E.1-04
0706.4.1.E.1-04
0504.4.1.B.1-04
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
0706.4.1.E.1-04
0706.4.1.A.5-02
0706.4.1.A.5-01
0706.4.1.H.1-01
0706.4.1.A.5-01
0706.4.1.A.5-02
ROAD 2
SHEET 9
0502.4.1.A.1-01
0502.4.1.A.1-01
0706.4.1.H.1-01 INSTALL ADA
PEDESTRIAN RAMP
W/DETECTABLE
WARNING DOMES
PER ISPWC SD-712
0706.4.1.A.5-02
0706.4.1.B.3-04
0706.4.1.B.3-04 INSTALL VALLEY
GUTTER PER
ISPWC IF-708A
SEE NOTE 4
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
Trash Enclosure
pads are too small
per City Standards.