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EXISTIJ CAT(IH BAS
GRATE:1 73
EXISTING 12" STORMI BTM: 7 .
DRAIN �GRATE:
ATTE:7 7 4 07
TIE
X
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M
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INSTALL CB #1
TO EXISTING GRATE: 74.00
" a kSM EINV: 72.07 INSTALL CB#2
E. 3.92 W INV: 71.97 GRATE: 79.50 EXISTING
71.2 CATCH
FL: 72.67 BASIN
TIE INTO STORM STORM DETENTION
TlRETENTION SYSTEM TBC 0 00 SYSTEM
74.50 INVERT= 4871.75
PAVEMENT
PAVEMENT 84.05
INSTALL 8" DUCTILE
IRON STORM PIPE
BENEATH BUILDING
INSTALL CB #19 INSTALL CB #18
GRATE: 75.50 GRATE: 79.00
INV: 72.20 INV: 74.99
P11
® 85.00
TIE INTO STORM
RETENTION SYSTEM
INVERT= 4871.75 FEMALE
HOUSING
FG78*
NM
a
BYUI Apartments (The Loft)
Storm Water Calculations
4/12/2013
Into retention 6,164
INSTALL CB #3
GRATE: 84.00
W INV: 81.00
S INV: 81.10
E INV: 81.10
BC
14.50
INSTALL #7
> GRATE: 89.9. 00
Will FL: 85.58
` INSTALL CB #6
' >GRATE: 89.00
-r ^ FL: 85.71
-- - BASEMENT FLOOR:4881 FF:4892
1ST FLOOR
BASEMENT FLOORA881 - t
INSTALL CB #19
GRATE: 79.00
INV: 75.19
INSTALL #5 FO: 90.00
�- GRATE: 89.9. 00
FL 85 86
m
'U4
FFA880
BTM FLOOR
1 1
NMI
INSTALL 1000 GAL GREASE TRAP MODIFI
TO ACT AS CATCH BASIN WITH INLET FR(
EAST AND OUTLET TO NORTH
SEE DETAIL 10, SHEET D-2.-1
W PUP BY 14'14%
FF:4881 n4 E*
INSTALL CB #8
GRATE: 89.50
W INV: 85.08
E INV: 85.18 -
0
y1
N
INSTALL CB #17
GRATE: 92.50
EX FL: 90.65
PAVEMENT
90.55
TBC
TBC 91,5
1 50
FFA892.15
MALE
HOUSING
FG
91 MALE FITNESS
FF: 4892 FF:4892.15
INSTALL CB #1
GRATE: 89.50
FL: 86.50
INSTALL CB #16
GRATE: 91.00
FL: 86.16
I I I I UI INSTALL CB #15 ' Fl dd
GRATE: 91.00
FL: 86.06 FF: 4893.5
'ING GARAGEHC BTM FLOOR
1 st FLOOR
aNf IXl 21lsr LOt4.]%
b z
iLu _LL11 J I FF:4893.50
FF: 4892
0 1
Rain
Rain
Run -Off Run -Off
M
Area
Depth
Volume
Coen.
CoefL
0
(B')
(in)
(Rf)
(16
Pre -development
267,786
1.3
29,010
0.30
8,703
Post -development
267,786
1.3
29,010
054
15,665
Difference
PARCEL BOUNDARY
® EXISTING WATER METER
C
PROPERTY LINE
6,962
East pre
30,700
1.3
3,326
0.30
998
East post
30,700
13
3,326
0.54
1,796
Difference
X -TBC% EXISTING GRADE
7.4.35
798
Into retention 6,164
INSTALL CB #3
GRATE: 84.00
W INV: 81.00
S INV: 81.10
E INV: 81.10
BC
14.50
INSTALL #7
> GRATE: 89.9. 00
Will FL: 85.58
` INSTALL CB #6
' >GRATE: 89.00
-r ^ FL: 85.71
-- - BASEMENT FLOOR:4881 FF:4892
1ST FLOOR
BASEMENT FLOORA881 - t
INSTALL CB #19
GRATE: 79.00
INV: 75.19
INSTALL #5 FO: 90.00
�- GRATE: 89.9. 00
FL 85 86
m
'U4
FFA880
BTM FLOOR
1 1
NMI
INSTALL 1000 GAL GREASE TRAP MODIFI
TO ACT AS CATCH BASIN WITH INLET FR(
EAST AND OUTLET TO NORTH
SEE DETAIL 10, SHEET D-2.-1
W PUP BY 14'14%
FF:4881 n4 E*
INSTALL CB #8
GRATE: 89.50
W INV: 85.08
E INV: 85.18 -
0
y1
N
INSTALL CB #17
GRATE: 92.50
EX FL: 90.65
PAVEMENT
90.55
TBC
TBC 91,5
1 50
FFA892.15
MALE
HOUSING
FG
91 MALE FITNESS
FF: 4892 FF:4892.15
INSTALL CB #1
GRATE: 89.50
FL: 86.50
INSTALL CB #16
GRATE: 91.00
FL: 86.16
I I I I UI INSTALL CB #15 ' Fl dd
GRATE: 91.00
FL: 86.06 FF: 4893.5
'ING GARAGEHC BTM FLOOR
1 st FLOOR
aNf IXl 21lsr LOt4.]%
b z
iLu _LL11 J I FF:4893.50
FF: 4892
0 1
INSTALL CB #9
GRATE: 93.50
.,
.78
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INSTALL CB #10
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OS TRACT 6
100
(LOT 25)
TB -
92. C
92. --
50 94.0 TBC
TBC
ALM]87.00 (I) TBC
INSTALL CB #13 TIE 18" STORM DRAIN INTO
GRATE: 90.00
FL: 86.35 NEW DROP SDMH
RIM: 99.80
S INV: 95.30
INSTALL 12" DUCTILE IRON N INV: 91.86
STORM PIPE UNDER
BUILDING
SCALE: 1" = 30.0'
BASIS OF BEARING PER CITY OF
REXBURG CONTROL DATA
TINED SURFACE 2'- C f TINED SURFACE
_I
DETECTABLE WARNINGS
ADA CURB RAMP DETAILS
TIE INTO EXISTING CURB & GUTTER
n
U
M
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0
P.O.B. POINT OF BEGINNINGW
EXISTING ASPHALT
O
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r
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z1n
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- - - SECTION LINE
9
® EXISTING WATER VALVE
N
PARCEL BOUNDARY
® EXISTING WATER METER
C
PROPERTY LINE
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O
C
99.70
- - EASEMENT
i¢
INTO EXISTING CURB & GUTTER
U°
TBG
74.50 PROPOSED GRADE
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X -TBC% EXISTING GRADE
7.4.35
INSTALL CB #9
GRATE: 93.50
.,
.78
A MEN
INSTALL CB #10
.an.
GRATE: 94.80. �,- �r■j'aJ
., ■ - -
��/■■■■■■�I
INSTALL CB #11■TBC
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,
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INSTALL
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rJ tilFF:48915.15\
OS TRACT 6
100
(LOT 25)
TB -
92. C
92. --
50 94.0 TBC
TBC
ALM]87.00 (I) TBC
INSTALL CB #13 TIE 18" STORM DRAIN INTO
GRATE: 90.00
FL: 86.35 NEW DROP SDMH
RIM: 99.80
S INV: 95.30
INSTALL 12" DUCTILE IRON N INV: 91.86
STORM PIPE UNDER
BUILDING
SCALE: 1" = 30.0'
BASIS OF BEARING PER CITY OF
REXBURG CONTROL DATA
TINED SURFACE 2'- C f TINED SURFACE
_I
DETECTABLE WARNINGS
ADA CURB RAMP DETAILS
TIE INTO EXISTING CURB & GUTTER
LOCATE ADA SIGN AT
BACK OF SIDEWALK, TYP. NOTE: ALL RAMPS
TO HAVE TOOLED
6'-0•' 5'-0• 6'-O•' GROOVES o 3. O.C.
RAMP LANDING AMP MAX
SLOPE M1. ' SLOPE DN.
1� 2 LAX. L6' DEWALKI
CURB @ GUTTER
SEE CIVIL
DROP CURB.
SEE CIVIL
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4' PAINTEDII
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PAINTED
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88.38
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9
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_
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=
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LOCATE ADA SIGN AT
BACK OF SIDEWALK, TYP. NOTE: ALL RAMPS
TO HAVE TOOLED
6'-0•' 5'-0• 6'-O•' GROOVES o 3. O.C.
RAMP LANDING AMP MAX
SLOPE M1. ' SLOPE DN.
1� 2 LAX. L6' DEWALKI
CURB @ GUTTER
SEE CIVIL
DROP CURB.
SEE CIVIL
4' PAINTED STRIPE -
ACCESS A ISLE:- J�-x
4' PAINTEDII
BORDER W/ 4 -
PAINTED
DIAGONALS
AT 24. O.C.
r
i
h
a�
TYPICAL HANDICAP & PAVEMENT MARKING DETAIL