HomeMy WebLinkAboutSITE PLAN - 23-00732 - Good 2 Go - New Commercial BldgF
485
0
4851
4852
48
4
9
4851
4849
4850 4850
4849
4
8
4
9
48
5
0
48
5
1
4
8
5
0
4
8
4
8
1+
0
0
2+
0
0
3+
0
0
4+
0
0
4+
8
0
L1
2+00 3+00 4+00 5+00 6+00 6+20L2
401-6
401-8
100-1
200-1
401-6.90
401-8.11
401-8.22
401-8.45
401-8.90
401-8.8.8
401-8.8.6
402-6
402-8
403-1
404-1
401-8.6
501-8
502-1
504-4
505-6
506-6.90
601-12
602-1
602-2
602-3
706-1
706-2
706-11
706-V1
706-D1
706-3
706-12
706-A1
706-S1
SEE SHEET 3 FOR MORE
INFORMATION
706-R1
1102-1
1103-1
NOT ALL CALLOUTS USED
SEE SHEET 3 FOR MORE
INFORMATION
404-2
RETAIN AND PROTECT
SAW CUT AND ASPHALT
REMOVAL
6'' WATER MAIN
8'' WATER MAIN
6'' 90° WATER BEND
8'' 11.5° WATER BEND
8'' 22.5° WATER BEND
8'' 45° WATER BEND
8'' 90° WATER BEND
8''X8''X8'' TEE
8''X8''X6'' TEE
8''X6'' REDUCER
6'' WATER MAIN VALVE
8'' WATER MAIN VALVE
FIRE HYDRANT ASSEMBLY
1'' WATER SERVICE
2'' WATER SERVICE
8'' SEWER MAIN
SEWER MANHOLE
4'' SEWER SERVICE
6'' PRESSURIZED
SEWER MAIN
6'' 90° PRESSURE
SEWER BEND
12'' STORM MAIN
STORM MAIN MANHOLE
STORM MAIN CATCH
BASIN
STORM INFILTRATION
WELL
6'' VERTICAL CURB
6'' LIP DOWN CURB
2.5' WIDE 6''
VERTICAL CURB
3'' ROLLED CURB
3'' LIP DOWN ROLLED
CURB
COMMERCIAL APPROACH
CURB DRAIN
PEDESTRIAN RAMP
5' CONCRETE SIDEWALK
CONCRETE VALLEY
GUTTER
STREET LIGHT
STOP SIGNS WITH
STREET NAMES
706-T1 CURB TERMINUS
706-4 1' FLUSH CURB
N-S DRIVE AISLE
Number
L1
Begin Station
1+00.00
End Station
4+79.83
Radius Length
379.83
Line/Chord Direction
S0° 00' 35.43"E
Begin Point
N: 779303.04, E: 748685.22
End Point
N: 778923.21, E: 748685.28
ALIGNMENT TABLE
SEWER EXTENSION
Number
L2
Begin Station
1+00.00
End Station
6+20.00
Radius Length
520.00
Line/Chord Direction
N89° 41' 33.09"E
Begin Point
N: 778927.34, E: 748188.91
End Point
N: 778930.13, E: 748708.90
CONTROL POINT TABLE
Point #
1
2
Elevation
4850.88
4850.86
Northing
779267.59
779267.97
Easting
748218.83
748258.74
Description
BCM_PLS3020
5RBR_PLS15571
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
22-063
DATE: October 11, 2023
DATEREVISIONS
SITE OVERVIEW
REXBURG GOOD 2 GO
REXBURG, ID C-12
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24'' X 36''
VERTICAL EXAGGERATION:
PROJECT CONTACT:
TJ TOGIAI & BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
C-05
148.00'
138.00'
54
.
7
3
'
64
.
7
3
'
27.50'
27
.
5
0
'
5.
0
0
'
60
.
0
0
'
10.00'
8.00'
20
.
0
0
'
41
.
0
0
'
45
.
0
0
'
22
.
2
0
'
26.01'
27.67'
UNIVERSITY BLV.
12
T
H
S
T
R
E
E
T
SHEET NOTE:
1.CONTRACTOR TO VERIFY ALL
EXISTING UTILITY LOCATIONS AND
COORDINATE WITH EACH UTILITY
COMPANY. PRIOR TO CONNECTING
ANY PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM HORIZONTAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
PER IDEQ
3.ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
NT.
4.SEE WATER NOTE 4 ON SHEET 2
WHERE 18'' VERTICAL SEPARATION
CAN NOT BE MET.
SITE INFORMATION:
TOTAL AREA: 131,910 SQ FT (3.03 ACRES)
PARKING: 27 PARKING STALLS (2 ADA STALLS)
TOTAL LANDSCAPE: 22,971 SQ FT (17.4%)
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.
STORM WATER NOTE:
NOTE: ALL STORM WATER FOR SITE TO BE TAKEN TO SWELLS
AND PERFORATED PIPE/ROCK SYSTEMS.
REQUIRED VOLUME = AREA X 1.33 (INCHES OF WATER) / 12
REQUIRED VOLUME = 131,910 * 1.33 / 12 = 14,620 CU FT
PROVIDED VOLUME =
TWO PERF PIPE AND ROCK SECTIONS PROVIDED VOLUME =
VOLUME OF PIPE (L*PI*r^2) = 170 x Pi X 0.5^2 = 134 CU FT
VOLUME OF ROCK SECTION (L*W*H) = 170 x 20 x 5.5 = 18,700 CU FT
ROCK VOLUME PROVIDED = 2 * (VOLUME OF ROCK - VOLUME OF PIPE) * 0.4 = 2 x (18,600 - 146.08) x 0.4 = 14,853 CU FT
TOTAL VOLUME PROVIDED ( ROCK & PIPE) = (134 * 2) + 14853 = 15,121 CU FT
SNOW STORAGE NOTE:
SNOW STORAGE AREAS SHOWN ON PLANS
11,000 SQ. FT.
PROPOSED 12" PERF PIPE
GEOTEXTILE FABRIC
2"-6" ROCK
PERF PIPE - SECTION VIEW
NTS
20.00'
5.
5
0
'
CONTROL POINT 2
CONTROL POINT 1
102.91'
93.23'
66
.
8
1
'
11.00'
54
.
1
7
'
20
.
0
0
'
150.85'
119.20'
IRRIGATION NOTE:
IRRIGATION PLAN TO BE DESIGNED BY OTHERS
5.
0
0
'
5.00'
14.67'
47.00'
28
.
0
0
'
4.50'
5.
0
0
'
22
.
2
3
'
R2
.
5
2
'
R
2
.
5
0
'
5.00'
4.00'
3.
0
0
'
5.
0
0
'
7.50'
5.
0
0
'
16
.
0
0
'
14.00'
7.
0
0
'
39
.
4
9
'
13
.
0
0
'
26
.
0
0
'
22.83'