HomeMy WebLinkAboutINFRASTRUCTURE - 19-00100 - 445 E 7th N - Centennial Townhomes Final Plat4872
BUILDING #1
1+
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4+
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7+
62
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85
1+
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2+
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3+00 4+00 5+00 6+00 7+00 7+34
L2
L3
L4
C1
C 2
L5
L6
C 3
FF ELEV: 4873.75
FF ELEV: 4874.29 FF ELEV: 4874.72
FF ELEV: 4875.22
BUILDING #2BUILDING #3BUILDING #4
BUILDING #5BUILDING #6BUILDING #7BUILDING #8
BUILDING #9
BUILDING #10
BUILDING #11 BUILDING #12 BUILDING #13 BUILDING #14
BUILDING #15 BUILDING #17 BUILDING #18
BUILDING #20BUILDING #19
BUILDING #21 BUILDING #22 BUILDING #23
487
6
4875
4875
4874
48
74
4874
48
75
48 75
48
7
5
4 8 7 2
4871
487
4871
4873
48
72
48
70
4873
48
7
4
48
75
4873
4874
4874
487 3
4874
4874
4874
4873
4874
4874
487 3
4872
48
66
48
74
48
7
3
48
72
11
1
1
1
1
1
11
1
1 1
22
2
2
2
2 2
2
33
3
3
3 3
3
3
3 3
3
3
3
5
5
5
5
7
7
7
MAINTENANCE
GARAGE
OFFICE
4870.94
TBC-PI
OFF: -32.527 L
STA: 1+83.00
4871.35
TBC-PI
OFF: -17.027 L
STA: 1+83.00
4871.60
TBC-PI
OFF: -12.527 L
STA: 1+75.38
4872.00
TBC-PI
OFF: 12.638 R
STA: 1+79.39
4872.49
TBC-PI
OFF: 16.973 R
STA: 1+83.00
4872.89
TBC-PI
OFF: 32.500 R
STA: 1+83.00
4873.77
TBC-PI
OFF: 32.473 R
STA: 3+34.00
4873.11
TBC-PI
OFF: -32.527 L
STA: 3+37.75
4873.82
TBC-PI
OFF: 22.035 R
STA: 3+34.00
4873.23
TBC-PI
OFF: -22.082 L
STA: 3+37.75
4871.60
TBC-PI
OFF: -12.527 L
STA: 1+78.50
4873.92
TBC-PI
OFF: 12.552 R
STA: 3+42.50
48
71
4874
4872
ADAUNIT
ADAUNIT
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
9+84 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+0019+15
L8
L9
4
8
7
4
48
70
48
69
48
7
1
48
66
4874.06
POND TOP
4874.02
POND TOP
4874.02
POND TOP4874.03
POND TOP
BUILDING #16
6
4874
48
71
487548754875
4872.23
TBC-PI
OFF: 12.473 R
STA: 1+75.38
ADAUNIT
48
73
48
74
4874
48
74
48724872
4870.30
POND BOTTOM
4870.30
POND BOTTOM
4873
4874
4873
4872
4875
4873
4872
487148704870
4872
487248734874
4874
4874
4873
4872
48
67
48
68
48
6
9
48
7
0
48
7
1
4
8
7
2
48
67
48
68
4872
4872
RONDO STREET
Number
L2
C1
L3
C2
L4
Station
Start: 0+53.00
End: 8+59.62
Start: 8+59.62
End: 9+26.77
Start: 9+26.77
End: 10+62.64
Start: 10+62.64
End: 11+29.80
Start: 11+29.80
End: 18+89.30
Radius
42.75
42.75
Length
806.62
67.15
135.87
67.16
759.50
Line/Chord Direction
N90° 00' 00.00"W
S45° 00' 00.00"W
S0° 00' 00.00"E
S45° 00' 18.61"E
N89° 59' 22.78"E
Start Point
Northing: 793014.90
Easting: 760609.85
Northing: 793014.90
Easting: 759803.24
Northing: 792972.15
Easting: 759760.49
Northing: 792836.28
Easting: 759760.49
Northing: 792793.53
Easting: 759803.24
End Point
Northing: 793014.90
Easting: 759803.24
Northing: 792972.15
Easting: 759760.49
Northing: 792836.28
Easting: 759760.49
Northing: 792793.53
Easting: 759803.24
Northing: 792793.67
Easting: 760562.74
GARNETT STREET
Number
L5
C3
L6
Station
Start: 0+84.75
End: 2+55.50
Start: 2+55.50
End: 3+13.98
Start: 3+13.98
End: 7+33.60
Radius
37.25
Length
170.75
58.48
419.62
Line/Chord Direction
S0° 02' 34.99"E
S45° 01' 17.50"E
N90° 00' 00.00"E
Start Point
Northing: 792808.84
Easting: 760125.17
Northing: 792638.09
Easting: 760125.30
Northing: 792600.87
Easting: 760162.55
End Point
Northing: 792638.09
Easting: 760125.30
Northing: 792600.87
Easting: 760162.55
Northing: 792600.87
Easting: 760582.17
SITE NOTES:
INSTALL 3" ROLL CURB PER ISPWC SD-702
INSTALL 1' FLUSHCURB PER DETAIL THIS SHEET
LANDSCAPING
INSTALL 8'X8' CONCRETE DUMPSTER PAD
STORM WATER RETENTION AREA
INSTALL MAILBOX POD
INSTALL COMMERCIAL APPROACHPER ISPWC SD-807
6
4
2
3
7
1
5
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
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NA
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PR
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18-016
DATE:DATE: March 18, 2019
DA
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8
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PRELIMINARY FOR
REVIEW ONLY
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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
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.
DEVELOPMENT NOTES
1.ALL STREETS AND PARKING AREA INSIDE P.U.D. WILL BE PRIVATELY MAINTAINED AND
OPERATED. THE CITY OF REXBURG WILL NOT TAKE OVER PRIVATE STREETS.
2.ALL EASEMENTS INSIDE P.U.D. ARE CONSIDERED PUBLIC UTILITY EASEMENTS.
WIDTH VARIES DEPENDED ON USE.
3.POTABLE WATER AND SANITARY SEWER WILL BE INSTALLED IN A 22' WIDE P.U.E FOR
CITY MAINTENANCE.
BENCHMARK
1/2" IRON ROD NO CAP
NORTHING: 75677.9090'
EASTING: 792706.527'
ELEVATION: 4872.45' (NAVD88)
STORM WATER REQUIREMENTS
TOTAL STORAGE REQUIRED = 30,358 cu. ft. (per 100 year-1 hour storm event)
TOTAL STORAGE AVAILABLE = 31,369 cu. ft
SITE INFORMATION
PARCEL ZONING = MDR2
TOTAL BUILDINGS = 23
SINGLE FAMILY ATTACHED BUILDINGS = 103 ATTACHED HOMES
TOTAL AREA OF PROPERTY = 510,548 SQ. FT. (11.72 ACRES)
ALLOWED DENSITY = 20 UNITS PER ACRE
DESIGN DENSITY= 8.92 UNITS PER ACRE
LANDSCAPE REQUIREMENTS
TOTAL REQUIRED(25%) = 127636.95 SQ. FT.(2.93 ACRES)
TOTAL PROVIDED = 220094.9 SQ. FT.(5.05 ACRES)
PROVIDED PERCENT = 43%
STORAGE POND CALCULATIONS USED
VOLUME
CALC.
AVAILABLE
VOLUME
81287.4 0.9 1.5
AREA (sq.ft.)PRECIPITATION FACTOR INTENSITY (in)
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)
BASIS OF BEARING:
GENERAL NOTE:
ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG ENGINEERING
STANDARD SPECIFICATIONS AND
STANDARD DRAWINGS.
PROPOSED PROJECT AMMENITIES
1.PARK AREAS, PICNIC TABLES, BENCHES, AND BBQ GRILLS
PARKING REQUIREMENTS
PARKINGSPACES REQUIRED = 2 SPACES PER DWELLING UNIT
PARKINGSPACES PROVIDED
206 DWELLING UNIT SPACES
82 GUEST SPACES (INCLUDES ON STREET PARKING)
TOTAL = 288
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.
BUILDING INDEX
2/1
BED/BATH LENGTH x DEPTH (ft)BUILDING
1,2,3,15,16,
17,18,19,20
2/1 132 x279,10,21,22,23
180 x405,6,7,12
13,14
BUILDING TOTAL S.F.
3348
6156
TOTAL REQ.
0.125
INTENSITY (ft)
9,145 (cu.ft.)
44.83'
20.00'
20.01'
25.13'
20.42'
90.19'
44.39'
23.04'
20.00'
69.35'
55.11'
82.13'
115.95'
24.00'
10.00'
20.00'
56.08'
63.37'
41.60'
26.00'
12.00'38.29'
68.00' ROW
34.50' TBC34.00' P.U.E.
26.00'
12.00'
58.25'
20.01'
26.00'
34.50' TBC34.00' P.U.E.
34.00' P.U.E.
POND 1
POND 2
176 x 27 4464
1/1
RONDO ST
RONDO ST
GARNETT ST
ST
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B
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ID
G
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R
D
VARIES 34.50'VARIES
2.00'
1.00'2.5" PLANT MIX PAVEMENT
4" 3/4" AGGREGATE BASE
12" GRANULAR BORROW
8.00' ON-STREET
PARKING
2.75' TYP
15.25'16.25'
CL
34.00' PUE
3" ROLL CURB
PER ISPWC STD 702
INSTALL 1' FLUSH CURB
PER DETAIL THIS SHEET
2%2%
RONDO/GARNETT 34.5' TYPICAL SECTION
SCALE 1"=5'
METER PIT
FIRE
HYDRANT
2.5" PLANT MIX PAVEMENT
4" 3/4" AGGREGATE BASE
12" GRANULAR BORROW
3" ROLL CURB
PER ISPWC STD 702 INSTALL 1' FLUSH CURB
PER DETAIL THIS SHEET
2%2%
GARNETT 27' TYPICAL SECTION
SCALE 1"=5'
5.00'
SIDEWALK
2.00'
27.00'
12.50'
3.00'
TYP
12.50'
VARIES VARIES
34.00' P.U.E.
METER PIT
FIRE
HYDRANT
CL
1. GRADE AND ALIGNMENT SEE GRADING PLAN ON INDIVIDUAL SHEETS.
2. BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE
BASE MATERIAL, PLACE AS SPECIFIED AND PAIDUNDER SECTION-802 ISPWC;
COMPACTED TO EXCEED 95% OF STANDARD PROCTOR; A MINIMUM WIDTH OF
3-FEET TO GRADE, PRIOR TO SETTING CURB FORMS.
3. 1/2-INCH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT
TERMINAL POINT OF RADII.
4. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS 10-FEET MAXIMUM
SPACING.
FLUSH CURB
NOTTO SCALE
1.00'
ASHPALT
0.33'
1.00'
BUILDING HEIGHT (ft)
24.0
24.0
24.0
7TH NORTH
PUBLIC
IMPROVEMENTS
12.00'
E 7TH N
POWER NOTE:
SEE ROCKY MOUNTAIN POWER CONTRACTOR'S MAP FOR
PROPOSED POWER FACILITIES. POWER INFORMATION SHOWN ON
THIS DRAWING REPRESENTS ESTIMATED LOCATIONS ONLY. FOR
ACCURATE LOCATIONS SEE RM POWER CONTRACTOR MAP.
ROAD
OTHER 282849 0.6 1.5 0.125 21,213 (cu.ft.)
STORAGE
LOCATION
TOTAL 364136 N/A N/A N/A 30358 (cu.ft.)
ROAD
OTHER
TOTAL
POND2POND1 TOTAL
81287 (sq.ft.)66858 (sq.ft.)14429 (sq.ft.)
282849 (sq.ft.)228074 (sq.ft.)54775 (sq.ft.)
364136 (sq.ft.)294932 (sq.ft.)69204 (sq.ft.)
REQUIRED
VOLUME
TOTAL
TOTAL
30359 (cu.ft.)
31369 (cu.ft.)
STONBRIDGE ST
PUBLIC
IMPROVEMENTS
20.00'
20.00'
5.00' SIDEWALK
5.00'
SIDEWALK
CURB STOP
2.75'
POND 2
POND 2
24626 (cu.ft.)
24734 (cu.ft.)
POND 1
5731 (cu.ft.)
POND 1
6635 (cu.ft.)
8.00'
24.0
24.0
11
8
4
1/1
1/1 (ADA)
2/1 (ADA)
120 x 40 4050
122 x 40 4157
178 x 27 4632 24.0
8.00'
3.02'