HomeMy WebLinkAboutSITE PLAN REVIEW - 19-00577 - Ollie Manor - New MFRAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : Ollie Manor - New MFRAddress : 107 N 1st ERecord Type : New Multi-Family ResidenceDocument Filename : 2019-083 Cy Hepworth Site Redesign 7-6-21.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report Approved
# 19-00577
Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments
SITE PLAN Free text Cody Jones : Building Open 1 Plans do not show specific detail on ramp, stairs or handrailsor guard rails. All construction and materials will need to be incompliance with IBC 2018 and ICC A117.1.
New Multi-Family Residence
Approval of plans does not constitute approval of variance from code
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1st NORTH
1s
t
E
A
S
T
N0° 15' 03"W
82.50'
N89° 44' 58"E
165.00'
S0° 15' 02"E
82.50'
S0° 14' 51"E
82.50'
N89° 44' 58"E
88.00'
N0° 15' 02"W
82.50'
S89° 44' 58"W
88.00'
ONLY
ONLY
EXISTING BUILDING
AREA: 1113 SQ FT
EXISTING BUILDING
AREA: 1026 SQ FT
-2.42%
-2.91%
-2
.
2
7
%
-2.
2
4
%
-3.83%
-1
.
8
4
%
-2
.
0
4
%
0602.4.1.F.1-01
SD CB 1
GRATE:4868.53
INV IN:4865.39
INV OUT:4865.29
0602.4.1.F.1-01
SD CB 2
GRATE:4868.94
INV OUT:4865.94
0601.4.1.A.13-12
0601.4.1.A.13-12
0602.4.1.A.1-01
4869
4869
4869
4868
4869
4868
4868
4867
-2
.
0
6
%
-0.45%
-0.65%
-0
.
8
6
%
-1.04%
DO NOT
ENTER
-0.94%
TRASH AREA INSTALLED PER
CITY OF REXBURG
SINGLE TRASH ENCLOSURE
SD MH 1
GRATE:4867.41
INV IN:4864.32
-8
.
2
6
%
-2.32%
-0
.
7
2
%
-2.01%
4869.85
TOA
4869.63
TOA 4869.42
TOA
4869.65
TBC-PI
4869.49
TBC-PI
4869.86
TBC-PI
4869.94
TBC-PI
4869.02
TBC-PI-LP
4870.19
TBC-PI
4869.27
TBC-PI-LP
4869.94
TBC-PC
4870.11
TBC-PC
4869.93
TBC-PC
4869.77
TBC-PC
4869.50
TBC END
4870.26
TBC-PC
4869.70
TBC-PC
4869.67
TBC-PC-LP
4869.91
TBC-PC
4869.81
TBC-HP-PC
4869.74
TBC-PI
4869.44
TBC-PC-LP
4869.87
TBC-MATCH
4869.51
TBC-MATCH
4868.79
TSW
4870.29
TSW
4869.43
BSW MATCH
4869.74
BSW MATCH
4866.50
BTM
4868.50
BTM
4867.25
BTM
4867.25
BTM
4869.23
TBC
4869.46
BSW MATCH
4870.00
TSW
4869.52
TOA
4869.90
TBC
4869.52
TBC END
4870.45
TBC 4869.90
TBC END
4869.76
TBC END
4869.40
TBC END
4869.47
BSW MATCH
4869.69
TOA-HP
4870.12
TBC 4870.22
TSW
4870.24
TSW-PI
4870.28
TSW-PI
4871.42
TSW-PI
4871.53
TSW
4869.79
TBC
4869.51
TSW
4869.88
TBC-PC
4871.37
TSW-PI
4871.42
TSW
-3.5
1
%
-2.00%
-3.79%
-5.25%
4869.71
TBC-PC
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
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2019-083
DATE:DATE: July 6, 2021
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PRELIMINARY FOR
REVIEW ONLY
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APPROVED BY ________________________DATE:____________
City of REXBURG
PARKING NOTE:
PROVIDED STALLS: 20
SITE INFORMATION:
AREA: 20872.47 SQ FT (0.479 ACRES)
BUILDING: 3 EXISTING (6 UNITS),
1 PROPOSED (8 UNITS)
TOTAL: 4 (14 UNITS)
4" DEPTH CRUSHED 34" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
8" DEPTH UNCRUSHED
AGGREGATE SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
2.5" DEPTH ASPHALT PLANT MIX
PARKING LOT SECTION
0401.4.1.A.1-06
0401.4.1.A.1-06 INSTALL 6" WATER
PIPE DI-50
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
0101-02 RETAIN AND
PROTECT
EXISTING
ASPHALT AND
CONCRETE
0101-01
0101-01
0101-01
0101-01
0101-01
0101-02
0101-02
0201.4.1.A.1-01
0706.4.1.A.5-01 INSTALL 6" CURB
AND GUTTER PER
ISPWC 701
0706.4.1.A.5-02 INSTALL 6"
VERTICAL LIP
DOWN CURB PER
DETAIL THIS
SHEET
0706.4.1.A.5-03 INSTALL CURB
TERMINUS PER
ISPWC STANDARD
DRAWING SD-707
0706.4.1.E.1-04 INSTALL 4" THICK
CONCRETE
SIDEWALK ISPWC
SD 709
ENTRANCE ONLY SIGN
6" VERTICAL LIP DOWN CURB
SCALE 1'=1"
0201.4.1.A.1-01
0201.4.1.A.1-01
0101-02
0706.4.1.E.1-04
0706.4.1.A.5-02-LD TRANSITION FROM
STANDARD 6"
VERTICAL CURB
AND GUTTER TO
6" LIP DOWN CURB
AND GUTTER
LEGEND
EXIST. CATCH BASIN
PROPOSED CATCH BASIN
EXIST. FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXIST. LIGHT POLE
PROPOSED STREET LIGHT
EXISTING 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
PROPOSED 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 HARDSCAPE
PROPOSED STORM DRAIN MANHOLE
PROPOSED CURB & GUTTER
EXIST. STORM DRAINLINE
PROPOSED STORM DRAINLINE
EXIST. POWER POLE
PROPOSED FENCE LINE
22.00'
8.50'
20.00'
9.00'
20.00'
9.00'
24.00'
14.00'
24.00'
12.00'
5.50'
6.50'
24.00'
SNOW STORAGE AREA
SNOW NOTE:
STORAGE AREA NEEDED: 888 SQ FT (8872 SQ FT * 10%)
STORAGE PROVIDED: 1,860 SQ FT
POWER NOTE:
·EXISTING POWER LINES WILL BE MOVED
·SEE ROCKY MOUNTAIN POWER MAP FOR DETAILS
·NO NEW PROPOSED LIGHTING
0401.4.1.A.1-06
0504.4.1.B.1-04
0401.4.1.A.1-02
8X6 INCH HOT TAP
TO INCLUDE VALVE
0402.4.1.A.1-06-D
CURB CUT AS NEEDED
FOR NEW APPROACH
PER ISPWC SD-706
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-02
0201.4.1.A.1-01
0101-02
0706.4.1.E.1-04
0706.4.1.E.1-04
0706.4.1.A.5-02-LD
0706.4.1.A.5-02-LD
STORAGE POND CALCULATION USED
VOLUME
CALC.
AREA
(sq. ft.)
PRECIPITATION
FACTOR
INTENSITY
(in)
Intensit
y (ft)
TOTAL REQ. (CU
FT)
ROAD 8872.6 0.9 1.5 0.125 998.1675
OTHER 3720.5 0.6 1.5 0.125 279.0375
TOTAL 12593 N/A N/A N/A 1277.205
STORAGE
LOCATION
Pond 1 (SQ FT)Pond 2 (SQ FT)Total (SQ FT)
Road 2433 6439.6 8872.6
other 0 3720.5 3720.5
Total 2433 10160.1 12593.1
REQUIRED
VOLUME Pond 1 (CU FT)Pond 2 (CU FT)TOTAL (CU FT)
273.7125 1003.4925 1277.205
AVALIABLE
VOLUME Pond 1 (CU FT)Pond 2 (CU FT)TOTAL (CU FT)
1253.34 1661.31 2914.65
0706.4.1.A.1-03
0706.4.1.A.1-03
5.00'
5.00'
BUILDING NOTE:
·14 FT CLEARANCE IN THE PORTICO DRIVE
·SEE ARCHITECTURE PLANS FOR DETAILS
0402.4.1.A.1-06-D INSTALL 6"
WATER VALVE
C50-DI
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.1-03 INSTALL CURB
DRAIN
PER ISWPC SD-715
59.95'
6.56'
36.51'
8.40'
46.92'
1.37'
RETAIN AND PROTECT
EXISTING 6' PRIVACY FENCE
0706.4.1.H.1-01 INSTALL ADA
COMPLIANT RAMP
PER ISWPC
0706.4.1.H.1-01
0706.4.1.A.5-03
CURB CUT AS NEEDED
FOR NEW APPROACH
PER ISPWC SD-706
0706.4.1.F.1-01 INSTALL CONCRETE
APPROACH
PER ISWPC SD-710
0706.4.1.F.1-01
0706.4.1.F.1-01
3.50'
0404.4.1.A.1-02 INSTALL 2" WATER
SERVICE INCLUDING
VALVE AND
INTERIOR METER
EXPAND EXISTING WALK TO 8.00'
EXPAND EXISTING WALK TO 8.00'
0602.4.1.A.1-01 INSTALL
STANDARD CATCH
MANHOLE WITH
GRATE LID PER
ISPWC SD-611
0602.4.1.F.1-01 INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-601
0201.4.1.A.1-01 SAW CUT,
REMOVE AND
REPLACE
EXISTING
ASPHALT
RETAIN AND PROTECT
EXISTING 6' PRIVACY FENCE
PROPOSED 6'
PRIVACY FENCE
RETAIN AND PROTECT
EXISTING 6' PRIVACY FENCE
EXPAND EXISTING WALK TO 8.00'
EXPAND EXISTING WALK TO 8.00'
5.14'
0.50'
8.73'
1.15'
19.59'
19.81'
5.14'
INSTALL 2" CALIBER
TREE EVERY 20' PER
REXBERG 5.02.100.A.22
INSTALL 2" CALIBER
TREE EVERY 20' PER
REXBERG 5.02.100.A.22
PROPOSED POWER BOX.
EXISTING POWER POLE
0706.4.1.A.5-01
0706.4.1.A.5-02-LD
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-03
INSTALL VALLEY GUTER
PER ISPWC SD-708
INSTALL LANDSCPAE DRAIN
INSTALL 20 L.F. OF 6" STORM DRAIN
INSTALL 6"X12" STORM DRAIN TEE
0706.4.1.A.5-01
0706.4.1.A.5-01
INSTALL HANDRAILS PER ADA GUIDLINES
ADA LANDING
ADA LANDING
Plans do not show specific detail on ramp, stairs or handrails or guard
rails. All construction and materials will need to be in compliance with
IBC 2018 and ICC A117.1.