HomeMy WebLinkAboutINFRASTRUCTURE PLAN - 21-00187 - RPR4GVR0000010 - Rexburg Rowhouses-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
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : RPR4GVR0000010 - Rexburg Rowhouses
Address : RPR4GVR0000010 - 7th North and Carlow
Application Type :
Document Filename : INFRASTRUCTURE PLAN - 21-00187 - RPR4GVR0000010 - Rexburg Rowhouses.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
C-4 Callout Kyle Baldwin : P&Z Open 4 Building must meet front yard setback requirement for MDR2
zone. See Rexburg Development code 4.07.080
C-4 Free text Kyle Baldwin : P&Z Open 4 Please include setback dimensions on revised plans
C-4 Callout Kyle Baldwin : P&Z Open 4 East elevation must have 40% architectural features. See
Rexburg Development code 4.00.050
C-4 Callout Joel Gray : PW Open 4 Move water valve beyond fire hydrant.
C-4 Free text Joel Gray : PW Open 4 DEQ Approval Required.
Where is snow storage?
# 21-00187
New Single Family Residence
Report Date: 05.17.2021
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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Date:
Connect Engineering
APPROVAL SIGNATURES:
DEVELOPMENT DRAWINGS FOR:
STATE MAP
PLOT DATE: 4/6/2021 6:02 PM
Date:
The Civil Connection
1150 Hollipark Dr. Idaho Falls, ID 83401
208.881-0081 Date:Department of Environmental Quality
C-1 C-5
REXBURG ROWHOUSE
REXBURG, ID
REXBURG, ID
SITE MAP
VICINITY MAP
REXBURG, ID
Sheet List Table
Sheet Number Sheet Title
C-1 COVER
C-2 NOTES
C-3 REFERENCE SHEET
C-4 SITE PLAN
C-5 DETAILS SHEET
BID SET 4-7-2021
4/7/2021
4/7/2021
1.25 AC
VAN
-1
.
9
6
%
-2
.
0
0
%
-2
.
0
0
%
-2
.
0
0
%
-2
.
0
0
%
-5.55%
-2
.
0
4
%
-1.93%
-3
.
0
5
%
-2
.
1
6
%
-0.40%-2.03%
-1.9
4
%
-1
.
9
6
%
-2
.
0
0
%
-2
.
0
0
%
4875
4871
4870
4871
4872
4873
4874
4875
4874
4873
4872
4873
4874
4875
48
7
5
48
7
5
4874
-2
6
.
7
7
%
-2
4
.
5
6
%
-3
.
3
3
%
-3.6
6
%
-0.40%
-1
.
9
3
%
DOGHOUSE SSMH 1
Rim:4873.35
W INV IN:4860.95
S INV IN:4860.85
E INV OUT:4860.95
SSMH 2
Rim:4873.41
S INV IN:4861.76
N INV OUT:4861.66
-0.40%
Install 202' of 8" PVC SDR-35 San. Pipe @ 0.40%
Install 11' of 8" PVC SDR-35 San. Pipe @ 0.40%
4875.01
TBC-PC
4874.73
TBC-PC
4874.80
TBC-PC
4874.47
TBC-PC
4874.29
TBC-PC
4874.15
TBC-PC
4874.38
TBC-PC
4874.25
TBC-PC
4875.50
TBC-PC
4875.23
TBC-PC
4875.36
TBC-PC
4874.49
TBC-PC
4874.92
TBC GB
4873.57
TBC END
4873.61
TBC END
4875.21
TBC END
4875.34
TBC END
4875.55
TBC-PC
4875.71
TBC END 4875.70
TBC END
4875.29
TBC-PC
4875.02
TBC END
4874.01
TBC END
4873.89
TBC-PC
4873.69
TBC END
4873.34
TBC END
4874.31
TBC END
4874.57
TBC-PI
4874.37
TBC-PI-LP 4873.92
TBC-PI-LP
4874.15
TBC-PI
4875.78
FF
4874.72
TBC END
4874.95
TBC-PC-HP
4875.41
TBC-MATCH
4874.69
TBC END
4871.78
BTM
4871.78
BTM
4874.47
EOC
4874.47
EOC
4867.70
BTM
4868.51
BTM
4871.38
EXIST
4871.71
EXIST 4871.90
EXIST
4872.16
EXIST
4872.31
EXIST
4875.62
FSW
4875.62
FSW
4875.62
FSW
4875.62
FSW
4874.92
TBC END
4874.93
TBC END
4873.41
BSW-MATCH
4874.33
TBC-PC401-8.8.6
A. ELEV: 4868.23'
403-1
FLANGE: 4874.24'
4875.26
EO EXIST
4875.01
EO EXIST
4874.73
EO EXIST
4874.60
EO EXIST
4874.53
EO EXIST
-0
.
5
3
%
N89° 31' 34"E
401.39'
S0° 30' 23"E
135.65'
S89° 31' 35"W
401.71'
N0° 22' 13"W
135.65'
-0.80%
-0.76%
4874.55
TBC-LP
4873.29
BSW-MATCH
SD CB 1
GRATE:4873.16
E INV OUT:4870.16
Install 36' of 12" ADS N 12 Storm Pipe @ 3.83%
SD CB 2
GRATE:4871.78
W INV IN:4868.78
-0.59%
-1
.
9
8
%
4875.35
TOA-GB
4875.16
TOA-GB
4875.05
BSW-MATCH
4875.16
BSW-MATCH
-0
.
5
0
%
401-6 6" WATER MAIN
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
401-8.8.6 8"X8"X6" TEE
402-6 6" WATER MAIN VALVE
402-8 8" WATER MAIN VALVE
403-1 FIRE HYDRANT ASSEMBLY
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
504-6 6" SEWER SERVICE
601-12 12" STORM MAIN
602-2 STORM MAIN CATCH BASIN
602-3 OPEN BTM CATCH BASIN
706-11 3" ROLLED CURB
706-D1 CURB DRAIN
706-12 3" LIP DOWN ROLLED
CURB
706-A1 COMMERCIAL APPROACH
706-S1 CONCRETE SIDEWALK
SEE SHEET 3 FOR MORE
INFORMATION
706-R1 PEDESTRIAN RAMP
1102-1 STREET LIGHT
1103-1 STOP SIGN WITH
STREET NAMES
SEE SHEET 3 FOR MORE
INFORMATION
404-2 2" WATER SERVICE
706-3 2.5' VERTICAL CURB
706-V1 CONCRETE VALLEY GUTTER
SITE PLAN FOR:
REXBURG ROWHOUSE
FIRE CODE NOTE:
D103.6.1 ROADS 20 TO 26 FEET IN WIDTH.
FIRE LANE SIGNS AS SPECIFIED IN SECTION D103.6 SHALL
BE POSTED ON BOTH SIDES OF THE FIRE APPARATUS ACCESS
ROADS THAT ARE 20 26 FEET WIDE (6096 TO 7925 MM)
SURVEY NOTE:
This site plan conforms to an actual survey that was performed on the
ground by a licensed land surveyor in and for the State of Idaho. It is
the owner’s responsibility to construct all structures shown on this site
plan in accordance with said survey.
WATERSHED AREA 1 (NORTH SWALE):
AREA: 19,987 SF
VOL REQ: 2,165 CU FT
VOL PROP: 2,233 CU FT
WATERSHED AREA 2 (SOUTH SWALE):
AREA: 37,234 SF
VOL REQ: 4,034 CU FT
VOL PROP: 4,789 CU FT
STORM WATER REQUIREMENTS
GENERAL NOTE:
ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE CURRENT IDAHO STANDARD FOR PUBLIC WORKS
CONSTRUCTION (ISPWC) AND THE STANDARD CITY OF REXBURG ENGINEERING
DRAWINGS.
APPROVED BY ________________________DATE:____________
City of REXBURG
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
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2021-006
DATE:DATE: April 6, 2021
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CURB AND SIDEWALK TO BE INSTALLED
BY OTHERS
DOGHOUSE MANHOLE
AND PIPE TO PROPERTY LINE
TO BE INSTALLED BY OTHERS
AREA: 54,450 SQ FT (1.25 ACRES)
LANDSCAPE: 15,035 SQ FT (27% OF TOTAL) (LANDSCAPE DESIGN BY OTHERS)
BUILDINGS: 1 (25 UNITS) (SEE ARCHITECTURAL FOR DETAILS)
PARKING:
REQUIRED: 50 (2 PER UNIT)
PROPOSED: 50 (2 ADA STALLS)
SITE NOTES:
9.00'
TYP
706-V1
602-3
502-1
504-6
504-4
404-2 404-2
POWER SHOWN SEE
ELECTRICAL FOR DETAILS
4" DEPTH CRUSHED 34" 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 PARKING LOT SECTION:
402-8
402-6
706-A1
706-A1
REMOVE EXISTING
DITCH
602-2
706-D1
20.00'
TYP
5.00'
9.00'
2.00'
200-1
706-3
706-3
706-3
FOR PUBLIC IMPROVEMENTS
SEE PUBLIC IMPROVEMENTS
CROSS SECTION
CARLOW STREET TYPICAL SECTION
SCALE 1"=5'
SAW CUT
LINE
2%SLOPE VARIES MIN 2%
2.50'7.00'
LANDSCAPE
5.00'
SIDEWALK
13.50
2%
15.00' P.U.E.
4.00' UTILITY TRENCH
ROW
2.5" PLANT MIX PAVEMENT
4" 3/4" AGGREGATE BASE
12" GRANULAR BORROWSTANDARD CURB AND
GUTTER PER PAGE 6 OF THE
CITY OF REXBURG ENGINEERING
STANDARD DRAWINGS
CL
EDGE OF
ASPHALT
1.00'
200-1
100-1
100-1
100-1
100-1
100-1
100-1100-1
100-1
100-1
100-1
100-1
100-1
100-1
100-1100-1100-1
100-1
E 7TH N
E 7TH N IMPROVEMENTS NOTE:
ALL IMPROVEMENTS INSIDE THE
RIGHT OF WAY OF E 7TH N WILL
BE PERFORMED BY THE CITY OF
REXBURG OTHER THAN THE
COMMERCIAL APPROACHES.
1102-1
706-S1706-S1
706-S1
706-S1
706-S1
706-11
706-11
706-11 706-11
706-12
706-11
706-11
706-D1
706-D1
SEE TRASH ENCLOSURE WALL
DETAIL SHEET C-5
INSTALL TRASH ENCLOSURE PER
CITY OF REXBURG STD
706-12
24.00'
TYP
INSTALL ADA STALL
PER DETAIL SHEET C-5
INSTALL ADA STALL
PER DETAIL SHEET C-5
3" OF TOPSOIL
SEE LANDSCAPE PLAN
FOR DETAILS
LANDSCAPE ROCK
1.00'
2.00'
0.75'
2.00'
5.00'
4" OF CONCRETE SIDEWALK
PROPOSED BUILDING
4" OF CONCRETE SIDEWALK
FF ELEV2% SLOPE
4" OF 3/4" OF CRUSHED AGGREGATE 4" OF 3/4" OF CRUSHED AGGREGATE
AS
P
H
A
L
T
SE
C
T
I
O
N
FRONT OF THE BUILDING TYPICAL SECTION
NTS
SEE DETAIL THIS
SHEET
SEE DETAIL THIS
SHEET
SEE DETAIL THIS
SHEET
4/7/2021
Move water valve
beyond fire hydrant.
DEQ Approval Required.
Where is snow storage?
Building must meet front yard setback requirement for MDR2
zone. See Rexburg Development code 4.07.080
Please include setback dimensions on revised plans
East elevation must have 40% architectural features. See
Rexburg Development code 4.00.050