HomeMy WebLinkAboutSITE LAYOUT - 26-00283 - Quicksilver - 224 N 3rd W - Plat Amendment (1)0+90 1+00
2+00
3+00 4+00 5+00 5+80
PRELIMINARY FOR
REVIEW ONLY
NOTE:
ARCHITECT OR CONTRACTOR TO ENSURE PROPER CONCRETE STEM WALL OR
EQUIVALENT HEIGHT FOR 6" MINIMUM REVEAL ON ALL BUILDINGS UNLESS OTHERWISE
SPECIFIED BY ENGINEER.
CHECK BYDRAWN BY
JOB NO:
OFSHEET
BDJCAM
SHEET NAME:
PROJECT:
LOCATION:
2020-060
DATEREVISIONS
SITE OVERVIEW
QUICKSILVER
REXBURG,ID
C-11
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BLAKE JOLLEY
CONNECT ENGINEERING
208-881-0081
DATE:May 18, 2026
24" X 36" (ARCH D)
N/A C-05
SITE INFORMATION:
PARCEL ZONING : MEDIUM DENSITY RESIDENTIAL 2
TOTAL BUILDINGS: 8 (6 PROPOSED & 2 EXISTING)
TOTAL UNITS: 24
DESIGN DENSITY : 15.95 UNITS PER ACRE
TOTAL AREA OF PROPERTY : 70,973 SQ. FT. (1.63 ACRES)
BUILDING TYPE : VB
BUILDING HEIGHT : 20'
LANDSCAPE AREA : 21,961 SQ. FT. (31% LANDSCAPE)
PARKING STALLS : 7
STORM WATER:
SEE SHEET C-07 FOR STORM
WATER INFORMATION.
GENERAL NOTES:
1. REFER TO FALL RIVER RURAL
ELECTRIC CONTRACTOR MAP FOR
ELECTRICAL INFRASTRUCTURE
LAYOUT.
2. CONTRACTOR TO VERIFY ALL
EXISTING UTILITY LOCATIONS AND
ELEVATIONS PRIOR TO CONNECTING
ANY PROPOSED UTILITIES.
3. ENSURE 10' MINIMUM HORIZONTAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
PER IDEQ AND CITY OF REXBURG
STANDARDS.
4. ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
PER IDEQ AND CITY OF REXBURG
STANDARDS.
5. CONTRACTOR RESPONSIBLE TO
ENSURE STEM WALL EXTENDS 6"
ABOVE FINISH GRADE.
R28.00'
R28.00
'
20.00'
24
.
0
0
'
80.00'42
.
0
0
'
20
.
0
0
'
80.00'42
.
0
0
'
20
.
0
0
'
20
.
0
0
'
10.00'
20
.
0
0
'
10.00'
R5.0
0
'
R
5
.
0
0
'
R
4
0
.
0
0
'
R5.0
0
'
R
5
.
0
0
'
R
2
9
.
0
0
'
R
4
0
.
0
0
'
R
1
6
.
0
0
'
24
.
0
0
'
5.
0
0
'
5.
0
3
'
10
.
0
3
'
5.
0
0
'
5.
0
2
'
10
.
0
2
'
22.00'
22.00'
R
5
0
.
0
0
'
12.00'
12.00'
12.00'
12.00'
DUMPSTER PAD
SEE SHEET C-03
FOR DETAIL
20.00'
20.00'
5.00'
CONTRACTOR TO CONSTRUCT
SIDEWALK AS PER REXBURG
CITY STANDARDS
6.33'
8.53'
8.18'
SC-800 STORMTECH
SEE SHEET C-09 FOR
DETAILS
6.00'
4.00'OFFSET METER PITS
3 FT. FROM WATER MAIN
25
.
0
0
'
P.
U
.
E
SNOW STORAGE:
ASPHALT AREA: 13,021 SQ. FT
SNOW STORAGE REQUIRED: 1,302 SQ. FT (10%)
SNOW STORAGE PROVIDED: 1,640 SQ. FT
SNOW STORAGE AREA
SNOW STORAGE AREA
SCREENING TO BE INSTALLED.
SEE LANDSCAPE PLAN
SEWER AND WATER MAINS HAVE NOT BEEN CONNECTED
TO CITY MAIN LINES. PRIOR TO CONNECTING,
ENSURE BOTH MAINS ARE TESTED
CONTRACTOR TO FIELD FIT SIDEWALK WITH
ADJACENT PROPERTY EXISTING GRADES.
INSTALL PER THE CITY OF REXBURG STD
SNOW STORAGE AREA
CONTRACTOR TO FIELD FIT SIDEWALK WITH
ADJACENT PROPERTY EXISTING GRADES.
INSTALL PER THE CITY OF REXBURG STD
CONTRACTOR TO INSTALL CONCRETE
STEP AS NEEDED FROM BACK PATIO
TO PROPOSED SIDEWALK ON ALL UNITS
FIRE HYDRANT TO BE RAISED
TO DESIGN SURFACE
ADD 6" STEP FROM FF
TO PATIO
ADD 6" STEP FROM FF
TO PATIO