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26
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26
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6'
10'
20
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10
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ADMINISTRATION BUILDING
16,036 FT2
FF: 4851.25
STORAGE
BUILDING
FF: 4849.84
FUTURE BUILDING
EXPANSION
FUTURE SIDEWALK
FUTURE SIDEWALK
26
'
28'
35.33'
26
'
10'
20
'
20
'
10'
10'
20
'
6'
6'6'
6'
5'
5'
S 12TH W
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6'6'
6'
R20
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R2
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2
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1
1
1
1
1A
1A35
'
R30
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RELOCATE STOP SIGN BEHIND NEW CURB
SAW-CUT EXISTING CURB
& GUTTER FOR APPROACH
SAW-CUT EXISTING CURB
& GUTTER FOR APPROACH
CONNECT TO EXISTING SANITARY SEWER
STUB (FIELD VERIFY SIZE, DEPTH, & LOCATION)
2
5'
2
2
2
2
2
2
2 2
2
2
1
1
33
92.25'
44
5
5
5
5
9
9
9
5
5
5
RELOCATE EXISTING FIRE HYDRANT
TO BE BEHIND NEW SIDEWALK
REPLACE EXISTING STORM DRAIN PIPE
& ROUTE TO NEW POND LOCATION
(FIELD VERIFY DEPTH & LOCATION)
SAW-CUT EXISTING ASPHALT, CURB, & GUTTER
FOR APPROACH CONNECTION TO EXISTING ROAD
W/ 4' VALLEY GUTTER. (SEE DETAIL 9 SHEET D-1)
STORM WATER RETENTION POND
STORM WATER RETENTION POND
STORM WATER RETENTION POND
1
3 3A
33
6
6
5'
7
7
FUTURE ROOF DRAIN
CONNECTION (CAPPED)
CONNECT TO EXISTING WATER MAIN STUB.
CONTRACTOR TO VERIFY A MIN 6" LINE. IN THE
EVENT THE LINE IS NOT 6" MIN CONTRACTOR
TO REPLACE W/ NEW 6" LINE TO THE MAIN
20'
3
5
5
SEE DETAIL 8 ON SHEET D-1
FOR BUILDING SERVICE
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RELOCATE ROAD SIGN BEHIND NEW CURB AS SHOWN
3
10 8
7
10 8
7
10 8
7
5
SAW-CUT LINE
CONNECT TO EXISTING SIDEWALK
AND MOVE/REPLACE ADA RAMP
TO NEW CURB LINE
10
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SCALE: 1" = 40'
KEYNOTES:
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2
GENERAL CONSTRUCTION ITEMS
1 ASPHALT PAVING PER DETAIL 1 ON SHEET D-1
1A ASPHALT PAVING PER DETAIL 2 ON SHEET D-1
2 FLAT PAN CURB & GUTTER PER DETAIL 3 ON SHEET D-1
3 2.5' HIGH BACK CURB PER CITY OF REXBURG STANDARD DRAWING
4 5' TRANSITION CURB (2.5' HIGH BACK TO 1.5' FLAT PAN)
5 SIDEWALK PER CITY OF REXBURG STANDARDS (WIDTH AS DIMENSIONED)
6 INSTALL ADA RAMP WITH TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
7 CATCH BASIN (30" ROUND) PER DETAIL 4 ON SHEET D-1
8 INSTALL 48" STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL 5
ON SHEET D-1
SEWER CONSTRUCTION ITEMS
1 4" SANITARY SEWER SERVICE PER CITY OF REXBURG STANDARDS.
2 4" SANITARY SEWER CLEAN OUT
GENERAL CONSTRUCTION ITEMS
1
WATER MAIN VALVE AND VALVE BOX MEETING CITY OF REXBURG STANDARD.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. (ISPWC SD-404)
2.5" WATER SERVICE & WATER METER BOXES PER CITY OF REXBURG STANDARDS.
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 7 ON SHEET D-1.
PLUG AND THRUST BLOCK. SEE DETAIL 7 ON SHEET D-1.
6"x6" TEE WITH THRUST BLOCK. SEE DETAIL 7 ON SHEET D-1.
2
3
4
5
6
W
E
SN
040'40'20'
SCALE: 1" = 40'
MA
T
C
H
L
I
N
E
1
SE
E
S
H
E
E
T
C
-
3
DESCRIPTION
NEW WATER MAIN
LINETYPE
EXISTING STORM DRAINSDSD
W W EXISTING WATERLINE
PROPOSED/EXISTING ELEVATION
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING WATER VALVE
EXISTING STREET LIGHT
EXIST.PRO.DESCRIPTION
PROPOSED SANITARY SEWER MANHOLE/EXISTING SS MANHOLE
PROPOSED/EXISTING STORM DRAIN INLET
PROPOSED ASPHALT
DRAINAGE FLOW ARROW
LEGEND
EXISTING ASPHALT
W W
OPEN SPACE/LANDSCAPE
4280 CONTOURS (1' INTERVALS)
BOUNDARY LINE
LOT LINE
SECTION LINE
NEW SANITARY SEWER MAIN SS SS
EXISTING EASEMENT AS NOTED
NEW IRRIGATION LINEPIRR
EXISTING IRRIGATION LINEPIRR
EDGE OF OIL (ASPHALT)EO
EXISTING CABLE BOX
EXISTING FIBER OPTICS BOX
PUBLIC UTILITY EASEMENT
0.75%
SS SS EXISTING SANITARY SEWER MAIN
EXISTING FENCE LINE
6''PS EXISTING PRESSURE SEWER MAIN
PROPOSED CONCRETE
EXISTING WATER METER
PROPOSED HIGH BACK CURB & GUTTER
PROPOSED FLAT PAN CURB & GUTTER
TBC:
90.00
EX TBC:
90.00
PROPOSED STORM DRAIN MANHOLE/EXISTING SD MANHOLE
NEW STORM DRAIN MAIN SD SD
PROPOSED STREET LIGHT (SPACED AT 400' MAXIMUM)
MA
T
C
H
L
I
N
E
2
SE
E
S
H
E
E
T
C
-
3
9 6" STORM DRAIN PIPE FOR ROOF DRAINAGE
6" FIRE SERVICE PER CITY OF REXBURG STANDARDS.3A
10 INFILTRATOR PER CITY OF REXBURG STANDARDS.
PR
E
L
I
M
I
N
A
R
Y