HomeMy WebLinkAboutINFRASTRUCTURE PLANS Rev. (3) 4.5.2021 - 21-00177 - Teton River Flats - 280 Lorene St - PUD Plat-Reviewed-Corrections-Required (4)Author Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : Teton River Flats - 280 Lorene St - PUD Plat
Address : 280 Lorene St
Application Type :
Document Filename : INFRASTRUCTURE PLANS - 21-00177 - Revised Teton River Flats 4-2-2021.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 3 Power must be underground.
3 HORIZONTAL
CONTROL
Free text Joel Gray : PW Open 3 Where is snow storage?
3 HORIZONTAL
CONTROL
Callout Joel Gray : PW Open 3 Must be out of ROW.
3 HORIZONTAL
CONTROL
Callout Joel Gray : PW Open 3 Move sidewalk so that back of walk is at future ROW Line.
4 PHASING MAP Callout Joel Gray : PW Open 4 If this is built in Phase 4, where will prior phase water be
stored?
4 PHASING MAP Free text Joel Gray : PW Open 4 Additional water valves and/or manholes will be necessary for
Phasing as shown.
6 LORENE STREET
STA 1+00 TO
4+00
Free text Joel Gray : PW Open 5 Also here
# 21-00177
Plat
Report Date: 04.19.2021
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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Date:
Connect Engineering
APPROVAL SIGNATURES:
of
DEVELOPMENT DRAWINGS FOR:
STATE MAP
SHEET NO.
PLOT DATE: 4/2/2021 10:28 AM
Date:
The Civil Connection
1150 Hollipark Dr. Idaho Falls, ID 83401
208.881.0081 Date:Department of Environmental Quality
1 16
TETON RIVER FLATS
REXBURG, ID
REXBURG, ID
PRELIMINARY FOR
REVIEW ONLY
SITE MAP
VICINITY MAP
Sheet List Table
Sheet Number Sheet Title
1 COVER
2 NOTES
3 HORIZONTAL CONTROL
4 PHASING MAP
6 LORENE STREET STA 1+00 TO 4+00
7 LORENE STREET STA 4+00 TO 8+50
8 DRIVE 1 0+75 TO 2+50
9 DRIVE 1 2+50 TO 7+20
10 DRIVE 2 0+75 TO 4+50
11 DRIVE 2 4+50 TO 6+25
12 STORM TECH CHAMBERS
13 STORM TECH DETAILS
14 CITY OF REXBURG STORM TECH DETAILS
15 BEST MANAGEMENT PRACTICES
16 BEST MANAGEMENT PRACTICES DETAILS
REXBURG, ID
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'
0+
7
8
1+
0
0
2+
0
0
3+00 4+00 5+00 6+00 7+00 7+19
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
4+
7
0
L1
L2
C1
L3
L4
L5
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
DRIVE 1
Number
L3
L4
Begin Station
0+78.00
2+36.50
End Station
2+36.50
7+19.25
Radius Length
158.50
482.75
Line/Chord Direction
S0° 20' 55.41"E
N89° 31' 47.79"E
Begin Point
N: 791834.41, E: 759400.08
N: 791675.91, E: 759401.05
End Point
N: 791675.91, E: 759401.05
N: 791679.87, E: 759883.78
DRIVE 2
Number
L5
Begin Station
0+78.00
End Station
4+70.04
Radius Length
392.04
Line/Chord Direction
S0° 32' 16.31"E
Begin Point
N: 791838.77, E: 759852.78
End Point
N: 791446.75, E: 759856.46
6"
R = 1/2"
6"
1"
4"
R = 1"
1' 1/2"
6"1"
6"
24"
Control Point Table
Point #
500
508
501
509
502
510
Elevation
4872.76
4871.17
4872.73
4872.69
4871.59
4872.92
Northing
791645.24
791782.62
791445.41
791642.66
791447.90
791787.81
Easting
759691.24
759375.50
759691.91
759376.06
760021.80
760020.46
Description
FND 1/2"IR CAPMELTED
106-SET 1/2" IRLS12222
FND 1/2"IR CAPMARRED
105-SET 1/2"IR LS12222
FND 1/2"IR
107-SET 1/2"IR LS12222
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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%
3" OF PLANT MIX
ASPHALT PAVEMENT
4" OF 3/4" AGGREGATE
BASE
20" OF STANDARD PIT RUN
MATERIAL
6" HIGH BACK CURB
PER REXBURG CITY
STANDARDS
2%
LANDSCAPE STRIP
WITH TREES AND
SHRUBS PER CITY
OF REXBURG
STANDARDS
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
VOLUME
CALC.156,242 0.9 1.5
AREA (sq.ft.)PRECIPITATION FACTOR INTENSITY (in)
8,469 CU. FT.
REQ VOLUME
STORM
TECH
VOLUME
VOLUME (cu ft)
9,163
INFILTRATION AREA
1111 sq ft
RETENTION TIME
3 HRS
CITY STORM TECH (SEE SHEET 14 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 (SEE SHEET 11-13 FOR DETAILS)
4" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
12" DEPTH UNCRUSHED AGGREGATE
SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
3" DEPTH ASPHALT PLANT MIX
TYPICAL ASPHALT PARKING LOT
CITY STORM TECH SYSTEM
BUILDING NOTES:
THERE IS AN ASSUMED 0.5' REVEAL FROM
FINISH FLOOR TO FINISH GRADE. UNLESS OTHERWISE
SHOWN ON PLANS. ASSUMED THAT FF IS THE TOP OF THE
STEM WALL.
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'
18.00'
TYP
9.00'
TYP
16.00'
TYP
9.00'
TYP
26.00'
16.00'
9.00'
10.52'
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.
13.57'
26.00'
DR
I
V
E
1
GEOTEXTILE FABRIC
SEAL COAT
29.87'
29.27'
7.50'
15.00'
INSTALL STREET
LIGHT PER CITY OF
REXBURG STANDARDS
SPACED EVERY 400'
4.00'
FUTURE RIGHT
OF WAY
15.48'
19.50'19.27'19.40'19.85'
11.74'12.19'12.12'
18.92'19.39'
9.56'9.09'
8.97'8.86'
19.75'19.67'
32.18'
PROJECT
BENCH MARK
POINT #500
CONTROL POINT
#509
CONTROL POINT
#508
CONTROL
POINT #510
CONTROL POINT
#502
CONTROL POINT
#501
15.0000'
FUTURE
PUE
Power must be
underground.
Where is snow storage?
Must be out
of ROW.
Move sidewalk
so that back of
walk is at future
ROW Line.
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'
4872
4871
4872 4872
487
3
48
7
2
4873
4
8
7
3
4872
4
8
7
2
4872
4873
48
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2020-083
DATE:DATE: April 2, 2021
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LORENE STREET
PHASE 1 PHASE 2
PHASE 3
PHASE 4
PHASING INFORMATION:
PHASE 1:
1.ALL STORM INFRASTRUCTURE UP TO AND INCLUDING STORM TECH
CHAMBER AREA 1 MUST BE INSTALLED AS PART OF PHASE 1.
2.TEMPORARY SURFACE FIRE TRUCK TURN AROUND MUST BE
INSTALLED AT THE END OF PHASE 1.
PHASE 2:
REMAINDER OF STORM INFRASTRUCTURE MUST BE INSTALLED
AS PART OF PHASE 2. INCLUDING STORM TECH CHAMBER AREA 2.
PHASE 3:
1.SIDEWALK ADJACENT TO FUTURE RIGHT OF WAY ON EAST
PROPERTY LINE MUST BE INSTALLED AS PART OF THIS PHASE.
2.TEMPORARY SURFACE FIRE TRUCK TURN AROUND MUST BE
INSTALLED AT THE END OF PHASE 3
3.REMAINDER OF UTILITY SERVICES CONNECTED TO PORTIONS OF
THE MAINLINE IN THIS PHASE MUST BE INSTALLED.
STORM TECH
CHAMBER AREA
If this is built in Phase
4, where will prior
phase water be stored?
Additional water valves and/or manholes will be necessary for Phasing as shown.
DATUM ELEV
4860.00
4864
4868
4872
1+00
48
7
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.
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48
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.
6
6
48
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0
.
7
48
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0
.
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2
2+00
48
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1
.
2
48
7
1
.
2
3
48
7
1
.
3
48
7
1
.
3
1
3+00
48
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1
.
2
48
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1
.
2
3
48
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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
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=
1
+
0
0
.
0
0
El
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v
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=
4
8
7
0
.
6
5
8
PV
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=
1
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6
7
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7
3
El
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=
4
8
7
1
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4
9
0
PV
I
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a
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=
2
+
8
4
.
4
6
El
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=
4
8
7
2
.
1
9
0
-0.40%
1.23%
0.60%
PV
I
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a
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=
1
+
0
0
.
0
0
El
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v
.
=
4
8
7
0
.
6
5
8
PV
I
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a
.
=
1
+
6
7
.
7
3
El
e
v
.
=
4
8
7
1
.
4
9
0
PV
I
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a
.
=
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8
4
.
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.
1
9
0
SSMH 1
Sta:1+35.41 OFF:-16.09L
Rim:4871.10
S INV IN:4861.99
E INV IN:4861.99
W INV OUT:4861.86
Install 142' of 8" PVC SDR 35 San. Pipe @
0
.
4
0
%
Install Hydrant
Flange: 4872.09'
STA: 3+86.59
OFF: 27.50
SSMH 3
Sta:2+76.94 OFF:-14.96L
GRATE:4871.85
E INV IN:4862.66
W INV OUT:4862.56
Install 20' of 8" C50 DI Pipe @ 5' Min Cover
Install 15' of 8" C50 DI Pipe @ 5' Min Cover
Install 53' of 8" C50 DI Pipe @ 5' Min Cover
Install 53' of 8" C50 DI Pipe @ 5' Min Cover
Install 53' of 8" C50 DI Pipe @ 5' Min Cover
Install 29' of 8" C50 DI Pipe @ 5' Min Cover
Install 51' of 8" C50 DI Pipe @ 5' Min Cover
Install 313' of 8" PVC SDR 35 San. Pipe @ 0
.
4
0
%
0+
7
8
1+
0
0
1+00 2+00 3+00 4+00
0101-01
0501.4.1.B.1-08
0501.4.1.B.1-08
L1
L3
4872
4872
4872
-2.00%
SSMH 1
SD MH 1
SD CB 2
SD CB 1
SD CB 3
0502.4.1.A.1-01
SSMH 3
0401.4.1.B.1-886
1+92.99
11.32 R
0401.4.1.B.1-886
2+47.33
11.77 R
0401.4.1.B.1-888
1+45.37
4.006 R
0401.4.1.B.1-886
1+37.80
3.99 R
0401.4.1.B.1-886
1+45.06
55.58 R
0401.4.1.B.1-886
3+55.99
12.67 R
0401.4.1.B.1-906
1+44.71
112.42 R
0401.4.1.B.1-8-6
0401.4.1.B.1-888
1+25.34
10.757 R 0401.4.1.B.1-886
3+01.71
12.22 R
0401.4.1.B.1-886
3+86.59
12.92 R
0402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
0403.4.1.A.1-01
STA:3+86.59
OFF: 27.50R
0403.4.1.A.1-01
STA:1+37.76
OFF: 20.88R
4871.94
TBC-PI
4871.11
TBC-PC
4870.63
EO-MATCH
4870.74
TBC-MATCH
4871.30
TBC-PC
4871.23
TBC
4871.67
TBC-LP
4872.17
TBC-HP
4870.76
TBC
4872.50
FG
4872.50
FG 4871.05
FG
4872.00
FG
4872.50
FG
4872.50
FG 4871.20
FG
4872.00
FG
4872.75
FG 4872.75
FG
4873.00
FG
4872.75
FG4872.75
FG
4873.00
FG
4873.00
FG
4873.00
FG
4873.25
FG 4873.25
FG
4873.25
FG
4873.25
FG
4873.50
FG 4873.50
FG
4873.50
FG
4873.50
FG4873.50
FG
4873.50
FG
4870.88
TBC-PI-LP
4870.88
BSW-PI
4870.90
BSW-PI
4871.59
BSW-PI
4870.86
TBC-PC
4871.90
TBC-PC
4871.66
BSW-PI
4872.89 4872.94 4873.07 4873.11
4873.25
BSW-PI 4873.30
BSW-PI
4873.43
BSW-PI
4873.48
BSW-PI
4873.60
BSW-PI
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.25
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.50
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.75
BUILDING:
AREA: 1,819 SQ FT
FF: 4874.00
BUILDING:
AREA: 1,819 SQ FT
FF: 4874.00
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.00
BUILDING:
AREA: 1,819 SQ FT
FF: 4872.50
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08 0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
-2.20%
48
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2020-083
DATE:DATE: April 2, 2021
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PRELIMINARY FOR
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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 @ 5'
MINIMUM COVER
0401.4.1.A.1-08 INSTALL 8" PIPE DI
C-50 @ 5' 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 AND 1.25"
VALVE
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4% MIN
SLOPE
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
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
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0401.4.1.A.1-06
0401.4.1.A.1-06
0401.4.1.A.1-06
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.A.3-04
0706.4.1.B.3-04 INSTALL
COMMERCIAL
APPROACH PER
CITY OF REXBURG
ENGINEERING
STANDARDS
0402.4.1.A.1-08
0504.4.1.B.1-04
0602.4.1.F.1-01
INSTALL MH WITH BOLTED LID
INSTALL WITH TOP 1' AS GRADE RINGS/RISERS
TO BE REMOVED WHEN THE REMAINDER
OF THE ROAD IS INSTALLED
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