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SWR SWRWGASGASGASGASGASGASGAS
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SWR
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SWR
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5-PLEX
FFE: 4825.75
W BABCOCK ST
S 20TH AVE[25.13 EX SW][24.83 EX SW][24.53 EX SW]
[24.75 EX SW]
[25.00 EX SW][25.16][25.00]
[25.42][24.97 EX EA]-9.2%-
5
.
5%
-5.6%
-3.4%-2.4%-16.2%-17.6%-12.4%-5.7%-8.8%-7.7%-1
2
.
4%-2.8%-2.7%-2.
3
%-1.6%-1.9%-1.6%
-1.6%-2.1%-5.4%-1
.2%-5.5%-1.6%-1.6%-1.6%-4.8%-1.5%-1.5%VEGETATED SWALE PER DETAIL 5/C6.0
-1.1
%
-1.1%
-4.7%-5.6%
-2.0%
2% MAX SLOPE ACROSS ADA
PARKING STALL & AISLE
DRYWELL A-1 (2.0') (BEEHIVE GRATE)
RIM:4824.10
INV OUT:4820.40 (8")(W)
DRYWELL A-2 (2.0') (BEEHIVE GRATE)
RIM:4824.10
INV IN:4820.40 (8")(E)
40 LF OF 8" HDPE PIPE @ 0.00%
REFER TO DETAIL 6/C6.0
FOR DRYWELL & PERF. PIPE DETAIL
INSTALL STORM CHASE PER DETAIL 7/C6.0.
10' LONG
12" CHASE WIDTH
1.8% CHANNEL SLOPE
4825
4
8
2
5
48254825
4825
4825
48254825
48254825
4825
4825
48
2
5 48254825
4825 48254825
RECESSED LANDING @ MECHANICAL ROOM DOOR
ELEV: 4822.08
REFER TO STRUCTURAL PLANS FOR RECESSED
STEPS & CONCRETE RETAINING WALL DETAILS
4825
4824
4825EX. CURB INLET
INSTALL 1.5' LANDING AT DOORWAY-3.8%-1.6%-2.6%-3.7%-3.
0
%
-2.
6
%-1.6%[25.73 EX EA]
[25.30 EX EA]
[25.10 EX EA]
[24.96 EX EA]
(25.73 ENTRANCE)
(25.73 ENTRANCE)
(25.73 ENTRANCE)
(25.65 ENTRANCE)
(25.54 BOT STAIRS)(25.60 BOT STAIRS)(25.25)
(25.23 SW)(25.65 SW)
(25.60 SW)(25.73 SW)
(25.65 SW)
(25.73 SW)
(25.73 ENTRANCE)(25.73 ENTRANCE)
(25.61)(25.61)(25.61)(25.61)
(25.25)(25.25)(25.25)
(25.25)
(25.25)
(25.25)
(25.31 SW)
(25.53 TBC)
(25.48 TBC)
(25.34 TBC)
(25.15 TBC)
(24.98 TBC)
(25.20 TBC)
(25.32 TBC)
(25.68 TBC)
(25.74 TBC)
[25.29 EX SW]
(25.06 SW)
(25.25 SW)
(24.87 TBC DROP)
(25.21 TBC DROP)
(25.63 TBC)
(25.65 SW)
(25.23 SW)
(24.70)
(24.57)
(24.35)
(24.53 FL)
(25.00 SWALE HP)(25.00 SWALE HP)
(24.10 LP)
(24.10 LP)(24.37)
(24.27)(24.16)
(25.46 SW)(25.46 SW)(25.52 SW)(25.65 SW)(25.50 SW)
(25.31 SW)
INSTALL 5" STEP
(25.73)
(25.64)
(25.64)
(25.70)-1.5%EXISTING LAYDOWN CURB TO BE REPLACED
WITH FULL HEIGHT INTEGRAL CURB.
MATCH EXISTING FLOWLINE ELEVATION.
C5.0N
6
587-01
3/17/2025
10'0 20'
1" = 10'SCALE BABCOCK 5-PLEXPROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF
ELC
1
2
3
4
5
6
7
8 BOZEMAN, MONTANATAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES DCIVIL SITE PLAN SUBMITTALBABCOCK 5-PLEX8 GRADING AND DRAINAGE PLAN