HomeMy WebLinkAbout008 C5.0 Civil Grading PlanOS B
2,252 SF
OS A
7,945 SF
PARK 3
92,931 SFVICTORIA
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G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEPCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM4''GASGASGASGASGASGASGASGASGASGAS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WSSSSSSSSSSSS SSSSSSSS12''SS12''SS12''SS12''SS12''SS8''
S
S
8''
S
S
8''
S
S
8''
S
S
8''
S
S
8''
S
S
8''S
S
8''S
S
8''S
S
8''S
S
8''S
S
8''S
S
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS 8''SS
8''SS
8''SS
8''SS4''SS4''SS4''SS4''SS4''SS1''W1''W1''W1''WOSW1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''W1''WOSW
OSWOSWOSWOSWOSWOSWSTSTST1''WOSWSTSTSTSTSTSTSTSTSTSTSTSTST
ST4''SS4''SS4''SS4''SS4''SS4''SS4''SS4''W
4''W
4''W
4''W
4''W
4''W
4''SS8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STOSWOSW OSW
4''SS4''SSST
STSTSTSTST
8''ST8''ST8''ST8''ST8''ST8''
S
T
8''
S
T
8''
S
T
8''
S
T
8''S
T
8''S
T
8''S
T
8''S
T
8''S
T
8''S
T
8''S
T
8''S
T
2''W
2''W
2''W
2''W
2''W
2''W
2''W
F
F
F
F
F
F
F
F
EL
E
C
EL
E
C
E
L
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
ELECELECELECEL
E
C
EL
E
C
8''ST
8''ST
8''ST
FW4''SSSTSTSTSTSTSTSTELECELECELECELECELECELE
C
ELE
C
ELE
C
STSTW VOSWW VOSWW V
OSWSTSTDSD
SD
SDSDSD
SD
SDSD
SDSDSDSD
SDSDSD
SD
SDSD
SDSDSD
SDSDSDSDSDSDSDSD
SD
SDSDSDSDSDSDSDSD
SD
SD
SDSD
SD
SDSD
SD
SD
SDSDSD
SDSDSD
SDSDSDSDSDSDSD
SDSDSD
SDSD
SCOCOPPSTST4''SSC
OHYD
W V[14.71]
[14.31]
[14.19]
[14.05]
[13.92]
[13.78]
[13.56]
[13.39]
[13.22]
[12.95]
[12.78]
[12.60]
[12.41]
[11.97]
[11.00]
[10.77]
[10.50]
[10.27]
[10.14]
[9.88]
[9.63]
[9.52]
[9.25]
[9.01]
[8.89]
[8.64]
[8.39]
[8.11]
[7.85]
[6.81]
[6.22]
[5.22][5.03][4.46]
[4.27]
[4.35]
[4.45]
[4.51]
[4.64]
[4.76]
[4.82]
[4.95]
[5.07]
[5.12]
[5.25]
[5.37]
[5.52]5010500650065006500750085009501150125012(13.95)
(14.31)
(14.80)
(14.80)
(14.30)
(14.30)
(13.80)
(13.80)
(14.80)
(14.80)
(14.65)
(14.10)
(14.10)
(14.10)
(14.10)
(13.60)
(13.60)
(13.10)
(12.80)
(12.40)
(12.04 TBC DROP)
(12.33 TBC DROP)
(12.54 TBC)
(12.09 TBC)
(11.39 TBC DROP)
(11.25 TBC DROP)(11.40)
(11.40)
(11.38 TBC)
(12.54 TBC)
(14.10)
(14.10)
(14.10)
(11.80)
(11.30)
(10.30)
(10.30)
(9.80)
(10.80)
(11.80)
(11.80)
(11.80)
(14.13)
(13.70)
(10.98)
(10.18)
(11.71)
(8.61)
(8.25)
(8.19)
(8.08 TBC DROP)
(8.42 TBC)
(8.36 TBC)
(7.07 TBC DROP)
(7.21 TBC)
(7.15 TBC)
(6.59 TBC DROP)
(6.06 TBC)
(5.60 TBC)
(6.23)
(6.80)
(6.80)
(6.80)
(6.80)(6.80)
(6.30)
(6.30)
(6.30)
(5.80)
(4.80)
(6.44 TBC DROP)
-3.8%
-2.0%
-2.9%
-5.3%
-2.6%
-7.6%
-9.2
%
-5.2
%
-6.8
%
-4.0
%
-8.9
%2.0%MAX-5.4%-4.5%-1.1%-2.3%-3.3%-3.1%-1.3%-2.8%-5.7%-4.0%-2.2%-1.6%-2.3%-6.2%-2.9%-8.2%-4.9%-1.2%-6.8%-4.0%-3.4%-0.7%1.1%-1.1%
0.
6
%
-0.
9
%-2.8%-2
.9%-1.5%(10.60)
(10.60)
(10.60)
(9.60)
(9.60)
(9.10)
(9.10)
(9.30)
(6.40)
(6.40)
(5.10)
(5.10)
(5.10)
(5.60)
(5.60)
(5.60)
(5.60)
(5.80)
-4.7%
-3.8%-1.5%-2.0%-4.7%
-2.
9
%-3.6%-4.0%
-3
.
8
%-0.1%-2.6%
-
4
.
8%
-24.
9
%-4.2%(11.80)
(14.50)
(8.63)
(6.34)
(6.39)
(6.49)
(6.46)
(8.86)
(9.30)
(5.91)
(6.10)
(6.64)
(6.21)
(6.23)
(6.00)
(6.11)
-2.9%
(5.95)
-4.7%
-2.1%
-4.8%
-1.4
%
(4.80)
(5.30)
(5.30)
(9.47)
(12.97)
(13.47)
BUILDING #2
FFE=5011.8
BUILDING #1
FFE=5014.8
BUILDING #3
FFE=5006.8
(8.44)
(12.77)
(12.67)
(14.64)
[14.45]5010500650075008500950115011
5011501150115012501350145014
5005
5006
5
0
0
6
5
0
0
6
[13.60]
4:1 FILL SLOPE TO TIE INTO EXISTING GRADE IN PARK(13.50 LP)
LOW POINT
DOWNSPOUT (TYP.)
DROP SPILL CURB
INSTALL 4" STEP IN SIDEWALK
(6.81 TBC)
TRANSITION
TO FULL
HEIGHT CURB
(12.34 TBC)
(12.68 TBC)
(11.74 TBC)
PORCH ELEV: 12.80
4" STEP AT EDGE OF COVERED PORCH
PORCH ELEV: 11.80
(2) 6" STEPS AT EDGE OF
COVERED PORCH
PORCH ELEV: 4.80
INSTALL 4" STEP AT COVERED PORCH
(14.19)
(10.47)
(9.97)
(14.06)
PORCH ELEV: 9.80
(3) 6" STEP AT EDGE OF COVERED PORCH
RECESSED LANDING ELEV: 10.80
4" STEP AT BUILDING FACE &
6" STEP AT THRESHOLD
5006
RECESSED LANDING ELEV: 10.30
4" STEP AT BUILDING FACE
EX. SUBDIVISION
POND
PORCH ELEV: 6.30
INSTALL 4" STEP AT COVERED PORCH
INLINE DRAIN 5 (15")
RIM:5013.75
INV IN:5010.25 (8")(SW)
INV OUT:5010.15 (8")(NE)
INLINE DRAIN 6 (15")
RIM:5013.75
INV OUT:5010.69 (8")(NE)
INLINE DRAIN 4 (15")
RIM:5012.37
INV IN:5008.60 (8")(SW)
INV OUT:5008.50 (8")(NE)
DRAIN BASIN 4 (18")
RIM:5011.59
INV IN:5008.30 (8")(SW)
INV IN:5008.20 (8")(SE)
INV OUT:5008.20 (8")(NE)
INLINE DRAIN 3 (15")
RIM:5010.88
INV IN:5007.74 (8")(SW)
INV OUT:5007.64 (8")(NE)
INLINE DRAIN 2 (15")
RIM:5010.18
INV IN:5007.00 (8")(SW)
INV OUT:5005.50 (8")(NE)
INLINE DRAIN 4-1 (15")
RIM:5010.10
INV OUT:5008.26 (8")(NW)
DRAIN BASIN 2 (18")
RIM:5006.45
INV IN:5002.35 (12")(W)
INV OUT:5002.25 (12")(N)INLINE DRAIN 1 (15")
RIM:5005.93
INV IN:5002.10 (12")(S)
INV OUT:5002.00 (12")(N)
INLINE DRAIN 8 (15")
RIM:5005.90
INV OUT:5003.31 (8")(E)
INLINE DRAIN 7 (15")
RIM:5005.70
INV IN:5003.04 (8")(W)
INV OUT:5002.94 (8")(E)
DRAIN BASIN 3 (18")
RIM:5005.50
INV IN:5002.66 (8")(W)
INV IN:5002.66 (8")(SW)
INV OUT:5002.57 (12")(E)
EX ST MH COMBO INLET 3-25 (48")
RIM:5005.26
INV IN:5001.37 (12")(S)
INV OUT:5001.27 (15")(E)
CORE INTO EX INLET FOR NEW 12" PIPE.
GROUT IN NEW PIPE.
DRAIN BASIN 1 (18")
RIM:5005.02
INV IN:5001.64 (12")(S)
INV OUT:5001.52 (12")(N)
34' of 15" HP PIPE @ 1.91%
62' of 12" HP PIPE @ 0.58%
128' of 8" HP PIPE @ 2.22%
22' of 8" HP PIPE @ 0.93%
39' of 12" HP PIPE @ 0.56%
57' of 8" HP PIPE @ 0.50%
53' of 8" HP PIPE @ 0.50%
49' of 8" HP PIPE @ 3.15%
39' of 8" HP PIPE @ 1.11%
44' of 8" HP PIPE @ 1.05%
35' of 8" HP PIPE @ 1.83%
27' of 12" HP PIPE @ 0.56%
12' of 8" HP PIPE @ 0.50%
18' of 12" HP PIPE @ 0.83%
(6.95)
(7.31)
-4
.
6%2.7%-4.0%
(6.41)
(7.30)
(14.61)
(12.40)
1.5' TRANSITION FROM SPILL CURB TO DROP SPILL CURB
(12.45)
-1.6%-1.9%(14.80)
(14.80)
1.5' TRANSITION FROM DROP CATCH CURB TO CATCH CURB (11.48 TBC)
(10.43)
(11.71)
(11.44)
(11.63)
1.5' TRANSITION FROM SPILL
CURB TO DROP SPILL CURB
1.5' TRANSITION FROM DROP
SPILL CURB TO CATCH CURB
-3.1
%
1.5' TRANSITION FROM SPILL
CURB TO DROP SPILL CURB
1.5' TRANSITION FROM DROP
SPILL CURB TO CATCH CURB -4.8%-4
.
1
%
-2.2%
-3.6%
-3.7%
(7.94)
(7.87)
-2.8%
-2.0%
RECESSED LANDING ELEV: 9.80
4" STEP AT BUILDING FACE &
6" STEP AT THRESHOLD
[10.65]
(11.80)
RECESSED LANDING ELEV: 5.30
6" STEP AT THRESHOLD & @ BUILDING FACE
RECESSED LANDING ELEV: 5.80
6" STEP AT THRESHOLD & @ BUILDING FACE
RECESSED LANDING ELEV: 5.80
6" STEP AT THRESHOLD & @ BUILDING FACE
RECESSED LANDING ELEV: 13.80
4" STEP AT BUILDING FACE &
6" STEP AT THRESHOLD
RECESSED LANDING ELEV: 13.30
4" STEP AT BUILDING FACE &
6" STEP AT THRESHOLD
SLOPE RECESSED LANDING @1.5%
REDUCE SIDEWALK GRADE TO 2% MAX
AT SIDEWALK INTERSECTIONS (TYP.)
DROP SPILL CURB
DROP SPILL CURB
DROP CATCH CURB
CATCH CURB
(6.11 TBC DROP)
PROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF
604-09
4/25/2025
ELC
1
2
3
4
5
6
7
8 BLOCK 9 APARTMENTSBOZEMAN, MONTANASITE PLAN SUBMITTALTAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES D20'0 40'
SCALE 1" = 20'N7
C5.0 SITE GRADING & DRAINAGE PLAN9