HomeMy WebLinkAbout3 C2.0 Grading PlanUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEUG-TELEGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASWV
W
PPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPW
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CO
SUNSTONE ST
FLANDERS MILL RDW
W
CO
EXISTINGBUILDING
EXISTING RETAINING WALL1.3' TALL
OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO4775'
4774'4773'4772'4775'4774'
4
7
7
2
'
47
7
3
'
4772'
4772'4773'4774'
4775'4775'4
7
7
3
'4774'TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVCONNECT TO EG 4775.80
FG 4773.57
CONNECT TO EG 4775.71
FG 4773.70
FG 4775.77
FG 4775.71
CONNECT TO EG 4772.41
FG 4772.43
CONNECT TO EG 4772.89
FG 4774.30
FG 4774.90
FG 4775.25
CONNECT TO EG 4775.80
FG 4772.00
FG 4772.50
FG 4771.48 FG 4771.53
FG 4772.34
SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWR SWRSWRSWRSWRSWRSWRSWRSWRSWRSWRWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW2.7% (ext'g
)
8.2% (ext'g)
5.7
%
(
e
x
t
'
g
)
7.2
%
(
e
x
t
'
g
)
1.1
%
(
e
x
t
'
g
)
2.2
%
(
e
x
t
'
g
)2% (new)7%
(
n
e
w
)
CONNECT TO EG 4774.72
5.2% (new)
5.3% (new)
2.7% (new)
TOP OF POND 4771.34
CONNECT TO EG 4772.00
477
3
'4771'47
7
4
'4775'47
7
4
'
477
5
'
CONNECT SW TO EG 4771.65
20' UTIL.
EASEMENT
30.00'
STREET AND
UTILITYEASEMENTPER COS 2360
20' UTILITY AND
ELECTRIC POWER LINE
EASEMENT PER DOC
#2051456
CONNECT TO EG 4771.54
CONNECT TO EG 4771.14
CONNECT SW TO EG 4771.09
TOP OF POND 4771.29
BOTTOM OF POND 4769.25
TOP OF POND 4771.00
CONNECT TO EG 4774.04
4.8
%
(
n
e
w
)
5' R5' RFG 4774.02
FG 4774.91
FG 4774.91
FG 4773.51
FG 4773.90
FG 4775.22
BIKE
PARKING
10' UTIL.
EASEMENT
5' SETBACK
0 10 20 30
SCALE 1"=10'
BASIS OF BEARING
Bobcat LDP
Coordinate System
ELEVATION DATUM: NAVD 88
SHEET
DATE
PROJECT
c ALPINE 2022
DRAWN BY
REVIEWED BY
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BY
714 Stoneridge DriveSuite 3Bozeman, MT 59718586.5599 OfficeREMOVE AND DISPOSE OF EXT'G
ASPHALT AND RESEED
SAWCUT EXT'G ASPHALT
AND TACK COAT
SAWCUT EXT'G ASPHALT
AND TACK COAT
CUT RETAINING WALL, TIE INTO EXT'GSIDEWALK WITH STEPS
TOP OF RETAINING WALL ELEV. 4773.82
TIE FG TO EG AT4:1 SLOPE (TYP)
NEW MUDROOM
(SEE ARCH SHEETS)
EXT'G FENCE TO REMAIN
REMOVE AND DISPOSE OF EXT'G
ASPHALT AND RESEED
PROPERTY LINE
INSTALL ADA RAMP FROM EXT'G
ASPHALT TO NEW LL ENTRANCE.
WIDTH: 3 FT
DESIGN SLOPE: 4.61%, MAX 5%
DESIGN CROSS SLOPE: 2%INSTALL 60" MIN. LANDING
EGEG
FGFG
SAWCUT EXT'G CURB AND GUTTER,
WIDEN DRIVEWAY TO 24'.
CONTRACTOR TO OBTAIN
ENCROACHMENT PERMIT PRIOR TOCONSTRUCTION
LITTLE SPANISH PRESCHOOL130 FLANDERS MILLBOZEMAN, MTGRADING PLANNOT FOR CONSTRUCTION
ASPHALT TO BE REMOVED
PROPOSED NEW ASPHALT
INSTALL 5' BLVD AND 10'MIXED USE PATHINSTALL 5' BLVD AND 10'MIXED USE PATH
537-01
09/08/23
JLS
MB
C2.0
EXT'G DRIVEWAY EDGE
TO REMAIN
PROPOSED NEW MIXED USE PATH AND ADA RAMP
EXT'G RETENTION BASIN TO BE
EXPANDED. TOP OF POND TO MATCH
EXT'G GRADE, 1.25 FT DEEP
SLOPED AT A 4:1. VOLUME: 124 CF.
EXT'G UG UTILITIESEXT'G UG UTILITIES
OVERHEAD POWER LINE
EXT'G UG TV PROPOSED SEWER
OLD ENTRANCE TO
BE REMOVED
PROPOSED WATER SVC
1
8/
2
4
/
2
3
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