HomeMy WebLinkAboutINFRASTRUCTURE PLANS Rev. (1) 10.27.2020 - Teton River Flats Community Housing-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Description : SITE PLAN - Teton River Flats Community Housing - six 4-plexes - Lorene
Address : RPR6N40E203550 & RPRXBCA0203370
Application Type :
Document Filename : INFRASTRUCTURE PLANS Rev. (1) 10.27.2020 - Teton River Flats Community Housing.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
Free text Alan Parkinson : P&Z Open 3 Building footprint locations shall follow site plan submitted by
JRW .
3 HORIZONTAL
CONTROL
Callout Joel Gray : PW Open 3 Move streetlight into this area. Better for future road.
3 HORIZONTAL
CONTROL
Callout Joel Gray : PW Open 3 Move streetlight here.
3 HORIZONTAL
CONTROL
Callout Joel Gray : PW Open 3 Sidewalk continuous thru driveway typical.
3 HORIZONTAL
CONTROL
Callout Joel Gray : PW Open 3 Dumpster location is not serviceable.
3 HORIZONTAL
CONTROL
Callout Joel Gray : PW Open 3 No parking in front of fire hydrant.
# 20-00739
Civil Site Plan
Report Date: 11-23-20
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: 10/27/2020 10:24
AM
Date:
The Civil Connection
1150 Hollipark Dr. Idaho Falls, ID 83401
208.681.8590 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
5 ELEVATION SHEET
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
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
5+006+006+35
BUILDING:A4
AREA: 1,819 SQ FT
FF: 4872.00
BUILDING:A3
AREA: 1,819 SQ FT
FF: 4872.00
BUILDING:A1
AREA: 1,819 SQ FT
FF: 4872.00
BUILDING:A2
AREA: 1,819 SQ FT
FF: 4872.00
BUILDING:B1
AREA: 1,819 SQ FT
FF: 4873.25
BUILDING:B2
AREA: 1,819 SQ FT
FF: 4873.50
BUILDING:B3
AREA: 1,819 SQ FT
FF: 4873.75 BUILDING:B4
AREA: 1,819 SQ FT
FF: 4874.00
BUILDING: B5
AREA: 1,819 SQ FT
FF: 4874.00
BUILDING: B6
AREA: 1,819 SQ FT
FF: 4874.25
BUILDING:B7
AREA: 1,819 SQ FT
FF: 4874.50
BUILDING: C3
AREA: 1,819 SQ FT
FF: 4873.75
BUILDING: C4
AREA: 1,819 SQ FT
FF: 4873.75
BUILDING: C2
AREA: 1,819 SQ FT
FF: 4873.75
BUILDING: D9
AREA: 1,819 SQ FT
FF: 4872.25
BUILDING: D10
AREA: 1,819 SQ FT
FF: 4872.75
BUILDING: D8
AREA: 1,819 SQ FT
FF: 4872.75
BUILDING: D7
AREA: 1,819 SQ FT
FF: 4872.25
BUILDING: D5
AREA: 1,819 SQ FT
FF: 4872.50
BUILDING: D6
AREA: 1,819 SQ FT
FF: 4872.50
BUILDING: D3
AREA: 1,819 SQ FT
FF: 4872.75
BUILDING: D4
AREA: 1,819 SQ FT
FF: 4872.75
BUILDING: D1
AREA: 1,819 SQ FT
FF: 4872.75
BUILDING: D2
AREA: 1,819 SQ FT
FF: 4872.75
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
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7
9
'
S89° 33' 55"W
329.89'
S0
°
1
2
'
2
5
"
E
37
0
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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
BUILDING: C1
AREA: 1,819 SQ FT
FF: 4873.75
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
L6
Begin Station
0+78.00
4+38.04
End Station
4+38.04
6+35.19
Radius Length
360.04
197.15
Line/Chord Direction
S0° 33' 00.29"E
S89° 33' 54.99"W
Begin Point
N: 791838.77, E: 759852.78
N: 791478.75, E: 759856.23
End Point
N: 791478.75, E: 759856.23
N: 791477.25, E: 759659.09
6"
R = 1/2"
6"
1"
4"
R = 1"
1' 1/2"
6"1"
6"
24"
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
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2020-083
DATE:DATE: October 27, 2020
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PRELIMINARY FOR
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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 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)
4,389
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
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'
9.00'
26.04'
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.
16.00'
13.57'
26.00'
DRIVE 2
DR
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V
E
1
GEOTEXTILE FABRIC
SEAL COAT
10.67'
7.50'29.87'
25.21'
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'
10.00'
10.00'
8.97'8.86'
19.75'19.67'
32.18'
32.05'
30.28'
EMERGENCY VEHICLE ACCESS
ONLY. ACCESS TO BE GATED
AND HAVE FIRE DEPARTMENT
APPROVED KNOCK BOX
Building footprint locations shall follow site
plan submitted by JRW .Move
streetlight into
this area.
Better for future
road.
Move streetlight
here.
Sidewalk continuous thru
driveway typical.
Dumpster location
is not serviceable.
No parking in front
of fire hydrant.