HomeMy WebLinkAboutPHASING MAP 12.22.22 - 22-00413 - Teton River Lofts - 311 E Lorene St - Plat (5)487
2
4
8
7
3
4873
4873
4874
4
8
7
3
4872
4872
48
7
1
L3
L1
L2
4871.25
TOP
4869.00
BTM
4871.19
TOP
1+
0
0
2+
0
0
3+
0
0
4+
0
0
4+
5
0
4+
7
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40
Control Point Table
Point #
508
510
Elevation
4871.17
4872.92
Northing
791782.62
791787.81
Easting
759375.50
760020.46
Description
106-SET 1/2" IRLS12222
107-SET 1/2"IR LS12222
N-S WEST PARKING LOT
Number
L1
Begin Station
1+00.00
End Station
4+70.34
Radius Length
370.34
Line/Chord Direction
N0° 01' 11.28"E
Begin Point
N: 791798.17, E: 759384.70
End Point
N: 792168.51, E: 759384.83
N-S EAST PARKING LOT
Number
L2
Begin Station
1+00.00
End Station
4+50.00
Radius Length
350.00
Line/Chord Direction
N0° 03' 20.93"W
Begin Point
N: 791800.65, E: 759819.38
End Point
N: 792150.65, E: 759819.04
W-E PARKING LOT
Number
L3
Begin Station
1+00.00
End Station
7+39.84
Radius Length
639.84
Line/Chord Direction
N89° 25' 31.76"E
Begin Point
N: 792002.17, E: 759230.13
End Point
N: 792008.58, E: 759869.94
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: August 31, 2022
DATEREVISIONS
PHASE 1 SITE OVERVIEW
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
AS BUILT
IN PROGRESS
8-31-22
AS
B
U
I
L
T
I
N
P
R
O
G
R
E
S
S
8-
3
1
-
2
2
1V = 10 H
7
TEMPORARY STORM POND TO BE
REMOVED WHEN STORM TECH
CHAMBERS IN PHASE TWO ARE
CONSTRUCTED
99.26'
78.00'
25.74'
20.00'
10.00'20.00'
10.00'
11.00'
18.00'
26.00'
18.00'
9.00'6.00'
6.00'
6.00'
26.00'
6.00'
6.00'
78.00'
98.75'
80.00'
35.00'
99.00'
78.00'
26.00'
9.00'18.00'
9.00'
18.00'
6.00'
6.00'
SITE INFORMATION:
TOTAL AREA: 437,467 SQ FT (10.04 ACRES)
PHASE 1 AREA: 159,517 SQ FT
BUILDINGS: 11
PARKING: 502 PARKING STALLS (10 ADA STALLS)
TOTAL LANDSCAPE: 99,648 SQ FT (22.8%)
BUILDING NOTES:
ASSUMED THAT FF IS THE TOP OF THE
STEM WALL.
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.
LANDSCAPE NOTE:
FINAL LANDSCAPE SHOULD SLOPE AWAY FROM BUILDINGS
ALIGNMENT TABLE
STORM WATER NOTE:
**ALL STORM WATER FOR PHASE 1 TO BE TAKEN TO
TEMPORARY STORM POND.
REQUIRED VOLUME = 159,517 SQ FT x 1.33 / 12 =17,679.80
PROVIDED VOLUME = 18,609.48 SQ FT
CONTROL POINT 2
CONTROL POINT 1
20.00'
20.00'
LORENE STREET
CA
R
L
O
W
D
R
I
V
E
E 7TH N
CLUBHOUSE
BUILDING #1
FF: 4873.28
BUILDING #2
FF: 4874.25 BUILDING #3
FF: 4875.23
BUILDING #4
BUILDING #6
BUILDING #10BUILDING #9
BUILDING #8BUILDING #7
BUILDING #5
SNOW STORAGE NOTE:
TEMP POND TO BE USED AS SNOW STORAGE
22.72'
SETBACK
20.15'
SETBACK
22.64'
SETBACK
EXITSING 15.00' PUE
20.00' SETBACK
35.79'
SETBACK
25.17'
26.00'
11.00'
11.00'11.00'11.00'
7.00'
11.00'
7.00'
VAN ACCESSIBLE STALL
VAN ACCESSIBLE STALL
18.00'
9.00'9.00'
18.00'
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED STREET LIGHT
PER CITY OF REXBURG
ENGINEERING STANDARDS
PROPOSED STREET LIGHT
PER CITY OF REXBURG
ENGINEERING STANDARDS
TRASH ENCLOSURES
PER CITY OF
REXBURG
ENGINEERING
STANDARDS
TRASH ENCLOSURES
PER CITY OF
REXBURG
ENGINEERING
STANDARDS
4.00' LANDING GRADED AT 2% MAX
ON ALL BUILDING ENTRANCES
4.00' LANDING GRADED AT 2% MAX
ON ALL BUILDING ENTRANCES
4.00' LANDING GRADED AT 2% MAX
ON ALL BUILDING ENTRANCES
4.00' LANDING GRADED AT 2% MAX
ON ALL BUILDING ENTRANCES
APPROVED BY ________________________DATE:____________
City of REXBURG
CV2.2