HomeMy WebLinkAboutSITE PLAN - UTILITIES - 18-00424 - 940 N 2nd E - Christensen Body ShopBTM POND
SOUTH
END=70.20
6''W 6''W 6''W 6''W
6'
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6'
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6'
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8'
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8'
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8'
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8'
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8'
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3.00'
12
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5
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20.00'
50
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150.00'
11
0
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47.00'
30
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30.00'
25.00'
42.16'
8
5
PROPOSED BUILDING
17,995 SQ.FT.
11.00'
59.18'
69.62'
65.00'
N.
2
n
d
E
.
OIL
77.00
1.
7
%
EO
EO
EO
(
1
2
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S
(
1
2
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1
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(
1
2
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2
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1
2
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(
1
2
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S
(
1
2
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(
1
2
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S
(
1
2
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S
(
1
2
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S
S
(
1
2
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S
(
1
2
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S
(
1
2
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S
S
(
1
2
'
'
S
S
(
1
2
'
'
S
S
(
1
2
'
'
S
S
EXISTING BILLBOARD
X-SSMH
RIM=4874.86
N INV=4863.61
S INV=4863.54
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
EXISTING SHOULDER
EXISTING
CENTERLINE
20.00'
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
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'
W
12
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12
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W
12
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W
12
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12
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12
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W
12
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W
12
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W
12
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W
12
'
'
W
7.00'
8.00'
GRAVEL PARKING/SNOW STORAGE
24.69'
OIL
77.00
EO/CONC
76.80
EO/CONC
77.00 77.00
EO/CONCEO/CONC
76.80
1.
4
%
2.6%
2.5%
2.8%
77.00
OIL
77.00
OIL
76.60
OIL
76.60
OIL
77.00
EO/CONC
EO/CONC
76.88
EO/TFW
76.90
EO/TFW
76.85
EO/TFW
76.90 EO/TFW
76.90
EO/TFW
76.90
1.9%
3.3%
76.15
TBC
OIL
74.72
OIL
74.80
3.7%
75.10
OIL
1%1%1%
75.50
OIL
F.F.=77.00
7'
30.00'
20.00'
20.00'
20
.
0
0
'
10.00'
30
.
0
0
'
10.00'
30
.
0
0
'
30
.
0
0
'
STORM
POND
9'
N0
0
°
1
1
'
0
6
"
E
26
5
7
.
3
9
'
LANDSCAPE AREA - GRASS TO SLOPE AWAY FROM BUILDING
1% MIN.
1% MIN.
.5
%
278' OF 12" SD @ 0.22%82' OF 12" SD @ 0.22%
OIL
76.45
40
.
0
0
'
75.61
TBC
6.0'
S0
0
°
1
1
'
0
6
"
W
17
6
.
0
0
'
S89° 48' 54"E 364.01'
N0
0
°
1
1
'
0
6
"
E
17
6
.
0
0
'
N89° 48' 54"W364.01'
31.40'4
39.54'
27.06'
15
9'x18'
9'x20'
3
17
COMPACT
9'x18'
22.78'
9'x20'
25
.
0
0
'
68.00'
10
.
0
0
'
3.00'
12
.
5
0
'
4'
0.
4
%
75.91
TBC
0.
4
%
2%
1%
0.
4
%
1.
9
%
75.68
TBC
9'x18'
6.00'
.5
%
(
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S
(
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S
S
2.
5
%
60.0' ROW
75.45
TBC
75' OF 4"SS @
1.0% MIN.
ADA
RECEPTION/CUSTOMER AREA
ADA
ADA
10
'
10
'
24.87'
24.0'28.0'
10.00'
(4"SS
1.83'
15.00'
15.00'
10'
SCALE: 1" = 20'
20'0 20'
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8
18' EASEMENT
INSTRUMENT
No. 286455
ZONE = LIGHT INDUSTRIAL
FRONT SETBACK= 10' MIN.
PROPOSED USE = AUTO REPAIR
LOT AREA = 1.511 ACRES
GREEN SPACE PROVIDED= 2178 SQ.FT.
IMPERVIOUS AREA= SEE TABLE
PARKING STALL REQUIREMENT= 1 PER 1,000 SQ.FT.
PARKING STALLS PROPOSED= 52 STALLS
BUILDING HEIGHT = 20'
BUILDING AREA=17,995 SQ.FT.
NOTES:
1. CONTRACTOR TO INSTALL BOLLARDS ON EACH SIDE OF ALL OVERHEAD DOORS TO
PROTECT BUILDING OPENINGS.
2.CONTRACTOR TO INSTALL 7' PARKING BUMPERS IN ALL PARKING AREA'S
ADJACENT TO BUILDING.
3. DIRECT ALL STORM RUNOFF AWAY FROM BUILDING - FINAL AREA FOR STORM
RETENTION SHALL BE THE STORM POND LOCATED TO THE EAST.
4. NEW TREES 40' SPACED APART ALONG 10' LANDSCAPE STRIP.
SITE PLAN NOTES:
PROPERTY LINE
CONSTRUCTION ITEMS
DUMPSTER PAD WITH CHAIN LINK FENCE ENCLOSURE
1
DESIGN BY CITY
OF REXBURG
FUTURE DESIGN BY CITY OF REXBURGFUTURE DESIGN BY CITY OF REXBURG
2
GRASS/LANDSCAPE AREA3
6' THICKENED EDGE SIDEWALK4
6" THICK CONCRETE PAD
5
INSTALL CATCH BASIN
6
ASPHALT
7
1
7
INSTALL 4" SANITARY SEWER SERVICE
7
INSTALL TOUCH READ METER INSIDE BUILDING
8
INSTALL 1.5" WATER SERVICE (INCLUDES ALL APPURTENANCES
I.E. VALVES, TEES, BENDS, ETC.)
INSTALL 2.5' STANDARD CURB & GUTTER
8' CITY SIDEWALK
4"Ø STEEL/CONCRETE FILLED BOLLARD
INSTALL STREET LIGHT
INSTALL 6" FIRE LINE (INCLUDES ALL APPURTENANCES
I.E. VALVES, TEES, BENDS, ETC.)
48 SA OIL/WATER SEPARATOR (SEE DETAIL SHEET D-1)
(OWNER TO PUMP OUT AS REQUIRED BY MANUFACTURER)
SAMPLING MH MEETING CITY OF REXBURG STANDARDS
CLASS 50 D.I. WATER MAIN
PVC AWWA C-900 WATER MAIN
INSTALL 7' LONG PARKING STOPS
FDC IF REQUIRED (CONTACT ARCHITECT)
10
4
4
11
5" THICK CONCRETE PAD
5
5
5
INSTALL STANDARD SSMH9
12
8
13
10
20
3
13
12
14
14
14
2
59
9
.
5
0
'
S89°48'54"E
60.00'
W 1/4 COR OF SECTION 17
T.6N., R.40E. B.M.
SW COR OF SECTION 17
T.6N., R.40E. B.M.
SE
C
T
I
O
N
L
I
N
E
-
B
A
S
I
S
O
F
B
E
A
R
I
N
G
20
5
7
.
8
9
'
15
15
11
16
STUB WATER 10' EAST WITH WATER VALVE AND VALVE BOX
INSTALL CB #1
GRATE=74.95
12" INV OUT=71.96
INSTALL CB #2
GRATE=74.80
12" INV IN=71.32
12" INV OUT=71.22
LANDSCAPE POND MEETING
CITY STANDARDS
12"
INV=70.95
4:1
SLOPE
INSTALL CLEAN OUT
INSTALL CURB STOP
EXISTING 12" WATERMAIN
CONTRACTOR TO VERIFY
SECTION LINE
17
17
INSTALL RIP/RAP-SEE
TABLE NOTES
CONCRETE APPROACH
PROPERTY LINE
INSTALL 8" WATER VALVE & VALVE BOX
18
19
20
19
16
18
EXISTING 12"
SANITARY
SEWER MAIN
X-SSMH
RIM=75.20
N INV IN=64.20
W INV=63.95
S INV OUT=64.05
21
CURB & GUTTER TO BE CONSTRUCTED AT
OWNERS EXPENSE DURING THE CITY OF REXBURG
2nd EAST ROAD CONSTRUCTION PROJECT
21
21
8" WATER STUB TO
BE INSTALLED BY CITY
OF REXBURG
NEW TREES
WYE
90° BEND
INSTALL 8"x6" REDUCER
INSTALL 4" SANITARY
SEWER PER CITY OF
REXBURG STANDARDS
TIE 8" WATER INTO STUB INSTALLED BY CITY OF
REXBURG WITH 8" TEE AND THRUST BLOCK
ENSURE WATERLINE JOINTS ARE SPACED
10' EACH SIDE OF 4" SS CROSSING
8" WATER MAIN TO BE OWNED AND
MAINTAINED BY CITY OF REXBURG
15' P.U.E.
INSTALL 8"x6" TEE
W/THRUST BLOCK
INSTALL FIRE HYDRANT W/VALVE
INSTALL 6" WATER VALVE
22
22