HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (1) 8.5.2020 - 20-00566 - Morgan Peterson Apartments-Reviewed-Corrections-RequiredAuthor 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
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Description : SITE PLAN - QuickSilver - 220, 224 & 228 N 3rd W
Address : 220 N 3rd W, 1
Application Type :
Document Filename : SITE PLAN Rev. (1) 8.5.2020 - 20-00566 - Morgan Peterson Apartments.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 PAVING AND
GRADING
Callout Stan Crittenden : Fire Open 3
3 PAVING AND
GRADING
Callout Stan Crittenden : Fire Open 3
3 PAVING AND
GRADING
Callout Stan Crittenden : Fire Open 3 Possible to close to the fire lane, depending on building height
to the eaves.
3 PAVING AND
GRADING
Free text Alan Parkinson : P&Z Open 3 Allowable density for MDR2 = 20 Unites per Acre.
3 PAVING AND
GRADING
Free text Alan Parkinson : P&Z Open 3 Parking must be 2 per unit.
3 PAVING AND
GRADING
Callout Joel Gray : PW Open 3 Existing line is 6".
3 PAVING AND
GRADING
Callout Joel Gray : PW Open 3 Existing low back curb must be replaced with high back curb.
# 20-00410
Civil Site Plan
Report Date: 08-09-2020
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
3 PAVING AND
GRADING
Free text Joel Gray : PW Open 3 DEQ Approval required.
No dimensions on plans.
4 UTILITIES Callout Joel Gray : PW Open 4 Connection detail for manhole required.
4 UTILITIES Callout Joel Gray : PW Open 4 Hot tap required.
4 UTILITIES Callout Joel Gray : PW Open 4 Must be class 50 DI pipe in right of way.
Report Date: 08-09-2020
Approval of plans does not constitute approval of variance from code
Page 2 of 2
Powered by TCPDF (www.tcpdf.org)
Date:
Connect Engineering
APPROVAL SIGNATURES:
of
DEVELOPMENT DRAWINGS FOR:
STATE MAP
SHEET NO.
PLOT DATE: 8/4/2020 10:43 AM
Date:
The Civil Connection
1150 Hollipark Dr. Idaho Falls, ID 83401
208.681.8590 Date:Department of Environmental Quality
1 6
MORGAN PETERSON APARTMENTS
REXBURG, ID
REXBURG, ID
SITE MAP
VICINITY MAP
PRELIMINARY FOR
REVIEW ONLY
Sheet List Table
Sheet Number Sheet Title
1 COVER
2 NOTES
3 PAVING AND GRADING
4 UTILITIES
5 STORM WATER POLLUTION PREVENTION
6 STORM WATER POLLUTION PREVENTION DETAILS
REXBURG, ID
6+01
1+00
2+00
3+00 4+00 5+00 6+00
N89° 44' 10"E
430.00'
S0
°
1
5
'
0
3
"
E
16
5
.
0
3
'
S89° 43' 48"W
429.99'
N0
°
1
5
'
0
6
"
W
16
5
.
0
8
'
6+01
1+00
2+00
3+00 4+00 5+00 6+00
-
2
.
2
9
%
-2
.
6
6
%
-2.10%
-2.99%
-2.06%
-2
.
0
2
%
-2
.
7
5
%
-2.17%
4865
4865 4866
48
6
6
48664866
486
6
4866
48664866
48
6
5
4
8
6
5
-0.48%
-0
.
4
0
%
-0
.
4
0
%
-0
.
4
0
%
-0.47%
-0
.
4
0
%
4864.53
TBC-MATCH
4864.75
TBC-MATCH 4865.52
TBC
4866.18
TBC
4866.11
TBC-PC
4866.06
TBC-PC
4865.89
TBC-PC
4865.79
TBC-PC
4865.73
TBC-PC
4865.80
TBC-PC
4866.40
TBC-PC 4866.46
TBC-PC
4866.14
TBC-PC
4866.08
TBC-PC
4865.93
TBC-PC
4865.89
TBC-PC
4866.06
TBC-PC 4866.12
TBC-PC
4866.45
TBC-PC 4866.50
TBC-PC
4866.65
TBC-PC
4866.61
TBC-PC
4866.66
TBC-PC
4866.66
TBC-PC
4866.60
TBC-PC
4866.42
TBC-PC
4866.59
TBC-PC
4866.65
TBC-PC
4867.05
TBC-PC
4867.01
TBC-PC
4867.21
TBC-PC
4867.15
TBC-PC 4867.19
TBC-PC
4866.78
TBC-PC
4866.85
TBC-PC
4866.32
TBC-PC
4866.38
TBC-PC 4866.06
TBC-PC
4866.19
TBC-PC
4866.00
TBC-PC
4866.03
TBC-PC
4866.04
TBC-PC
4865.57
TBC-PC 4865.51
TBC-PC
4865.24
TBC-PC 4865.28
TBC-PC
4865.33
TBC-PC
4865.66
TBC-PC
4865.72
TBC-PC
4865.14
TBC-PC
4865.09
TBC-PC
4865.03
TBC-PC-LP
4865.18
TBC-PC
4865.25
TBC-PC
4865.42
TBC-PC
4865.45
TBC-PC
4865.92
TBC-PI
4866.24
TBC-PI
4865.61
TBC-PI-LP
4865.78
TBC-PI
4866.93
TBC-PI
4866.93
TBC-PI
4866.14
TBC-PI-LP
4866.31
TBC-PI 4866.65
TBC-PI
4867.47
TBC-PI
4867.47
TBC-PI
4866.50
TBC-PI
4866.09
TBC-PI-LP
4866.43
TBC-PI
4866.43
TBC-PI 4865.27
TBC-PI
4865.00
TBC-PI-LP
4865.53
TBC-PI
4865.40
TBC-PI
4867.00
TBC-PI
4867.42
TBC-PI
4863.10
BTM
4863.10
BTM
4863.10
BTM
4863.10
BTM
4864.60
BTM
4864.60
BTM
4864.60
BTM
4864.60
BTM
4866.60
TOP
4866.60
TOP
4866.60
TOP
4866.60
TOP
4865.10
TOP
4865.10
TOP
4865.10
TOP
4865.10
TOP
4863.10
BTM 4863.10
BTM
4865.10
TOP
4864.60
BTM
4866.60
TOP
4864.60
BTM
4866.60
TOP
4866.10
TOP
4866.10
TOP
4866.10
TOP
4866.10
TOP
4863.10
BTM
4863.10
BTM
4863.10
BTM
4863.10
BTM
EXISTING BUILDING #2
AREA: 1,187.50 SQ FT
FF: 4866.00
HEIGHT: 35 FT
EXISTING BUILDING #1
AREA: 1993.33 SQ FT
FF: 4866.40
HEIGHT: 35 FT
BUILDING #1
AREA: 1,187.5 SQ FT
FF: 4866.10
HEIGHT: 35 FT
BUILDING #2
AREA: 1,187.5 SQ FT
FF: 4866.10
HEIGHT: 35 FT
BUILDING #3
AREA: 1,187.50 SQ FT
FF: 4866.63
HEIGHT: 35 FT
BUILDING #4
AREA: 1,187.50 SQ FT
FF: 4866.63
HEIGHT: 35 FT
BUILDING #5
AREA: 1,187.50 SQ FT
FF: 4866.30
HEIGHT: 35 FT
BUILDING #6
AREA: 1,187.50 SQ FT
FF: 4866.70
HEIGHT: 35 FT
BUILDING #10
AREA: 1,187.50 SQ FT
FF: 4867.57
HEIGHT: 35 FT
BU
I
L
D
I
N
G
#
9
AR
E
A
:
1
,
1
8
7
.
5
0
S
Q
F
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FF
:
4
8
6
6
.
4
1
HE
I
G
H
T
:
3
5
F
T
BUILDING #8
AREA: 1,187.50 SQ FT
FF: 4867.03
HEIGHT: 35 FT
BUILDING #7
AREA: 1,187.50 SQ FT
FF: 4866.00
HEIGHT: 35 FT
4866.01
TBC-PI
4865.87
TBC-PI
-0.40%
0404.4.1.A.1-8-6
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
BDJCAB
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20-060
DATE:DATE: August 4, 2020
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8
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PRELIMINARY FOR
REVIEW ONLY
3
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MO
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APPROVED BY ________________________DATE:____________
City of REXBURG
LEGEND
PROPOSED CATCH BASIN
PROPOSED FIRE HYDRANT
EXIST. LIGHT POLE
PROPOSED STREET LIGHT
PROPOSED WATER VALVE
EXIST. 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 OVERHEAD POWER
EXISTING OVERHEAD TELEPHONE
EXISTING GAS 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
PROPOSED STORM DRAINLINE
EXIST. POWER POLE
PROPOSED SANITARY SEWER MANHOLE
0101-02 RETAIN AND
PROTECT EXISTING
ASPHALT AND
CONCRETE
0201.4.1.E.1-01 SAW-CUT LINE
AND ASPHALT
REMOVAL
0706.4.1.A.5-02 INSTALL 6" LIP
DOWN CURB PER
DETAIL THIS SHEET
0706.4.1.E.1-04 INSTALL 4"
CONCRETE
SIDEWALK PER
ISPWC SD-709
0706.4.1.A.5-01 INSTALL 6" CURB
PER IF-701A0101-02
0201.4.1.E.1-01
0706.4.1.A.5-02
0706.4.1.A.5-02
0706.4.1.A.5-02
0706.4.1.A.5-02
0706.4.1.A.5-02
0706.4.1.A.5-02
0706.4.1.A.5-02
0706.4.1.E.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
0706.4.1.E.1-04
0706.4.1.E.1-04
0706.4.1.A.5-02
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-02
LIP DOWN CURB
1" = 1'
BASIS OF BEARING
BENCHMARK
CITY OF IDAHO FALLS NAVD 88 CONTROL
GENERAL NOTE:
1. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG
ENGINEERING STANDARD SPECIFICATIONS AND
STANDARD DRAWINGS.
2. SEE ARCHITECTURAL PLANS FOR MORE BUILDING DETAILS.
3.SEE REXBURG POWER MAP FOR POWER INFORMATION.
4.NO PROPOSED INTERNAL LIGHTING IN DEVELOPMENT.
-----
LANDSCAPE:
REQUIRED (20%): 15,172.7 sq ft
PROPOSED (42.6%): 32,316.3 sq ft
SITE INFORMATION
AREA: 75,863.3 SQ FT (1.7416 ACRES)
UNITS: 48
UNITS/ACRE: 27.5
BUILDINGS: 12
BUILDING/PARKING NOTE:
TYPE: VB
HEIGHT: 32.5 FT
REQUIRED PARKING: 48 (1 PER UNIT)
PROPOSED PARKING: 54 STALLS
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
ASPHALT PARKING LOT SECTIONTOTAL STORAGE REQUIRED = 8,218.5 CU FT
TOTAL STORAGE AVAILABLE = 8,515 CU FT
EAST POND = 2,622 CU FT
WEST POND = 3,326 CU FT
SOUTH POND = 2,567 CU FT
STORM WATER REQUIREMENTS
EXISTING BUILDING
TO BE REMOVED
0706.4.1.B.1-04 INSTALL
COMMERCIAL
APPROACH PER
ISPWC SD-708
0707.4.1.A.1-01 INSTALL CURB
TERMINUS PER
ISPWC SD-707
0706.4.1.B.1-04
0707.4.1.A.1-01
0707.4.1.A.1-01
Possible to close to
the fire lane,
depending on building
height to the eaves.
Existing line
is 6".
DEQ Approval required.
No dimensions on plans.
Existing low back curb
must be replaced with high
back curb.
Allowable density for MDR2 = 20 Unites per Acre.
Parking must be 2 per unit.
6+01
1+00
2+00
3+00 4+00 5+00 6+00
N89° 44' 10"E
430.00'
S0
°
1
5
'
0
3
"
E
16
5
.
0
3
'
S89° 43' 48"W
429.99'
N0
°
1
5
'
0
6
"
W
16
5
.
0
8
'
6+01
1+00
2+00
3+00 4+00 5+00 6+00
0601.4.1.A.13-12
Install 72' of 12" ADS N 12 Storm Pipe @ 0.45%
0601.4.1.A.13-12
Install 50' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 27' of 12" ADS N 12 Storm Pipe @ 0.25%
0602.4.1.F.1-I
0602.4.1.F.1-I
0602.4.1.F.1-I 0602.4.1.A.1-01
0602.4.1.F.1-I
0602.4.1.F.1-I
0401.4.1.A.1-08
0401.4.1.B.1-208
0401.4.1.A.1-08
0401.4.1.B.1-208
0401.4.1.A.1-08
0401.4.1.B.1-208
0401.4.1.A.1-08 0401.4.1.B.1-908
0401.4.1.A.1-08
SD CB #1
SD CB #2
SD MH #1
SD CB #3
SD CB #5
SD CB #4
0502.4.1.A.1-01 SS MH #1
0501.4.1.B.1-08
0502.4.1.A.1-01
SS MH #2
0501.4.1.B.1-08 0502.4.1.A.1-01
SS MH #3 0501.4.1.B.1-08
0502.4.1.A.1-01
SS MH #5
4865
4865 4866
48
6
6
48664866
486
6
4866
48664866
48
6
5
4
8
6
5
0601.4.1.A.13-12
0602.4.1.A.1-01
SD MH #2 W/ GRATE LID
Install 64' of 8" SDR-35 San. Pipe @ 0.60%
0502.4.1.A.1-01
SS MH #6
0502.4.1.A.1-01
SS MH #4
0501.4.1.B.1-08
0502.4.1.A.1-01 SD MH #4 W/ GRATE LID
0502.4.1.A.1-01
SD MH #3 W/ GRATE LID
0404.4.1.A.1-8-6
0401.4.1.A.1-06
0402.4.1.A.1-08-D
STA: 5+45.73
OFF: 15.762R
DATUM ELEV
4854.00
4856
4860
4864
4868
1+00
48
6
5
.
3
48
6
5
.
3
0
2+00
48
6
5
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1
48
6
5
.
0
9
48
6
4
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9
48
6
4
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8
7
3+00
48
6
5
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5
48
6
5
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4
9
48
6
5
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3
48
6
5
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2
9
4+00
48
6
5
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8
48
6
5
.
8
3
48
6
6
.
0
48
6
6
.
0
4
5+00
48
6
6
.
0
48
6
6
.
0
2
48
6
6
.
5
48
6
6
.
4
6
6+00
48
6
6
.
1
48
6
6
.
0
8
SS MH #1
Sta:1+17.61 OFF:-4.01L
Rim:4864.59
INV IN:4856.91
SS MH #2
Sta:1+60.77 OFF:-4.00L
Rim:4865.14
INV IN:4857.18
INV OUT:4857.08
Install 43' of 8" SDR-35 San. Pipe @ 0.40%
Install 107' of 8" SDR-35 San. Pipe @ 0.40%
SS MH #3
Sta:2+69.01 OFF:-5.28L
Rim:4865.15
INV IN:4857.71
INV OUT:4857.61
Install 125' of 8" SDR-35 San. Pipe @ 0.40%
SS MH #5
Sta:5+64.22 OFF:-5.31L
Rim:4866.41
INV OUT:4859.33
Install 53' of 8" C50 DI Pipe @ 6' Min Cover Install 48' of 8" C50 DI Pipe @ 6' Min Cover Install 51' of 8" C50 DI Pipe @ 6' Min Cover
Install 283' of 8" C50 DI Pipe @ 6' Min Cover
EXISTING SURFACE @ CL
DESIGN SURFACE @ CL
FLANGE: 4867.47
SD CB #1
Sta:2+48.33 OFF:-12.00L
Rim:4864.53
INV OUT:4860.15
Install 57' of 12" ADS N 12 Storm Pipe @ 0.22%
SD CB #2
Sta:3+43.57 OFF:20.55R
Rim:4865.24
INV OUT:4860.89
SD CB #3
Sta:3+68.70 OFF:-19.08L
Rim:4864.64
INV OUT:4860.63
SD MH #1
Sta:4+12.49 OFF:-1.51L
Rim:4865.86
INV IN:4860.52
INV IN:4860.57
INV OUT:4860.42
Install 72' of 12" ADS N 12 Storm Pipe @ 0.45%
Install 47' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 48' of 12" ADS N 12 Storm Pipe @ 0.22%
SD MH #2 W/ GRATE LID
Sta:4+45.96 OFF:32.43R
Rim:4863.10
INV IN:4860.32
SD CB #5
Sta:4+99.20 OFF:-30.00L
Rim:4865.66
INV IN:4861.31
INV OUT:4861.20
SD CB #4
Sta:4+96.74 OFF:19.50R
Rim:4865.73
INV OUT:4861.42
Install 171' of 8" SDR-35 San. Pipe @ 0.60%
SS MH #4
Sta:3+93.09 OFF:-5.13L
Rim:4865.43
INV IN:4858.31
INV OUT:4858.31
INV OUT:4858.21
SS MH #6
Sta:3+93.37 OFF:-69.05L
Rim:4865.24
INV IN:4857.92
SD MH #4 W/ GRATE LID
Sta:5+00.01 OFF:-56.90L
Rim:4864.60
INV IN:4861.13
SD MH #3 W/ GRATE LID
Sta:2+88.82 OFF:-40.96L
Rim:4863.10
INV IN:4860.02
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJCAB
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20-060
DATE:DATE: August 4, 2020
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PRELIMINARY FOR
REVIEW ONLY
4
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APPROVED BY ________________________DATE:____________
City of REXBURG
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITIES LOCATION PRIOR TO
CONNECTION PROPOSED UTILITIES.
2.CONTRACTOR TO VERIFY ALL EXISTING
UTILITY LOCATIONS AND COORDINATE
WITH EACH UTILITY COMPANY.
3.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF IDAHO FALLS STANDARDS.
4.ENSURE 18' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF IDAHO FALLS STANDARDS
5.CONTRACTOR TO VERIFY EXISTING
SERVICES AND INSTALL IF NOT EXISTING.
0101-01 RETAIN AND
PROTECT
EXISTING UTILITY
0201.4.1.E.1-02 SAW-CUT LINE
AND TRENCH PER
PAGE 8 OF THE
CITY OF REXBURG
STD DRAWINGS
0401.4.1.A.1-06 INSTALL 6" WATER
PIPE PVC C-900
0401.4.1.A.1-08 INSTALL 8" WATER
PIPE PVC
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 TYPE A
0101-01
0101-01
0201.4.1.E.1-02
0404.4.1.A.1-01
0504.4.1.A.1-04
0504.4.1.A.1-04
0404.4.1.A.1-01 INSTALL 1" WATER
SERVICE AND METER
PIT PER REXBURG
STD PG 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
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-010404.4.1.A.1-01
0602.4.1.F.1-01 INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-601
0504.4.1.A.1-04
0504.4.1.A.1-04
0504.4.1.A.1-04
0504.4.1.A.1-04
0504.4.1.A.1-04
0504.4.1.A.1-04
0504.4.1.A.1-04
0504.4.1.A.1-04
0401.4.1.B.1-908 INSTALL 8" 90°
BEND C50-DI
0401.4.1.B.1-8-6 INSTALL 8" TO 6"
C50-DI REDUCER
0403.4.1.A.1-01 INSTALL FH
ASSEMBLY
Connection
detail for
manhole
required.
Must be class 50 DI pipe
in right of way.
Hot tap required.