HomeMy WebLinkAbout013 C3.3 GRADING&DRAINAGE-NWBFBF >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>15SD15SD15S
D
15S
D
15S
D
15S
D
15S
D
15S
D
15S
D
15S
D
15S
D
15S
D
15S
D
15SD
15S
D
15S
D
15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD
EA =
76.20
EA =
76.70
EA =
76.89EA =
76.26
EA =
76.11
EA =
77.79
EA =
78.13
EA =
78.37
EA =
77.95
EA =
77.54
EA =
77.52
EA =
78.93
EA =
78.71
EA =
78.95
EA =
79.77
EA =
79.54
EA =
79.32
EA =
78.16
EA =
77.75
EA =
77.52
EA =
77.32
EA =
78.19
EA =
78.39
EA =
78.78
EA =
78.99
EA =
79.62
EA =
79.43
EA =
80.80
EA =
80.92
EA =
80.88
EA =
80.37
EA =
80.17
EA =
77.73
EA =
77.98
EA =
75.72
EA =
75.47
EA =
75.26
EA =
75.01
EA =
76.08
EA =
76.29
EA =
76.51
EA =
76.30 EA =
78.17
EA =
78.38
EA =
78.59
EA =
78.38
EA =
79.77
EA =
79.68
EA =
79.46
EA =
79.55EA =
79.59
EA =
79.32
EA =
80.17EA =
80.26
EA =
80.72
MATCH LINE
SEE SHEET C3.2 MATCH LINESEE SHEET C3.4EA =
80.51
4
8
7
6
EA =
77.05
EA =
77.25
EA =
77.47
EA =
77.26
EA =
77.71 -2.00%EXISTING
ASPHALT SURFACE
EXISTING
CONCRETE SURFACE
PROPOSED ASPHALT
PAVEMENT SURFACE
PROPOSED
CONCRETE SURFACE
LEGEND
PROPOSED CATCH CURB
PROPOSED LAYDOWN CURB
1.ALL CURB AND GUTTER IS TO BE SPILL CURB, UNLESS
OTHERWISE NOTED AS SHOWN ABOVE.
NOTES:
issue date
project #
phasesheet projectownerrevision date
2/24/2022 1:56:20 PMC3.3GRADING AND DRAINAGE-NW21087.00
UDC SITE
SUBMISSION AURORA TECHNOLOGIESINNOVATION CAMPUS PARTNERSN:\5755\008-Aurora\ACAD\Sheets\5755.008-Grading.dwg1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE
COMPLETED IN ACCORDANCE WITH THE MONTANA
PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH
EDITION DATED APRIL 2010 (MPWSS); THE CITY OF
BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE
PROJECT SPECIFICATIONS.
2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY
SURFACES TO EQUAL OR BETTER CONDITION THAN
EXISTED PRIOR TO EXCAVATION AS DETERMINED BY
AGENCY, OWNER, AND/OR ENGINEER.
3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE
SAW CUT OR NEAT CUT AS APPROVED BY AGENCY
AND/OR ENGINEER.
4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING.
SEE SHEET C0.2 FOR MORE COMPLETE DEPICTION OF
EXISTING CONDITIONS.
5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED
TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY
AS DETERMINED BY ASTM D 698.
6.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT
(10') INTERVALS ALONG TANGENT CURB SECTIONS AND A
MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES,
HAVING A MINIMUM DEPTH OF THREE-QUARTER INCHES
(3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").
7.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL
BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT
NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT
MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF
CURB AND GUTTER.
8.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A
FINAL FORM INSPECTION BY THE OWNER, THEIR
AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF
BOZEMAN (AS REQUIRED).
9.CONCRETE SHALL BE CLASS M-4000.
10.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF
CURB A MINIMUM DISTANCE OF NINE INCHES (9").
MINIMUM THICKNESS OF CRUSHED BASE COURSE
BENEATH CURB AND GUTTER SHALL BE SIX INCHES (6").
11.ALL PIPES LABELED "SD" (STORM DRAIN) ARE 12" DIA. OR
LARGER. STORM DRAIN PIPE SHALL BE DUAL WALLED,
SMOOTH INTERIOR POLYETHYLENE PIPE. USE HP STORM,
AS MANUFACTURED BY ADS, OR APPROVED EQUAL.
GENERAL NOTES:engineers surveyors planners scientistsMorrisonMaierle03/25/2022
1 6/15/22
03.25.2022
SDI-1
15" INV = 4872.08
SDI-2
15" INV = 4873.12
SDI-3
15" INV = 4874.08
FF ELEVATION
CIVIL = 4882.40
ARCH = 100'-0"
137 LF 15" STORM PIPE
@ 1.50%
69.0 LF 15" STORM PIPE
@ 1.50%
265 LF 15"
STORM PIPE
@ 1.50%
THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO
INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH
THE AMERICANS WITH DISABILITIES ACT.
SIDEWALK CHASE
SLOPE = 1.78%
CONTINUE CURB
THROUGH ISLAND
SLOPE = 1.78%
CONTINUE CURB
THROUGH ISLAND
SLOPE = 1.78%
ADDED PEDESTRIAN ROUTE
THROUGH PARKING LOT 1
15" STORM OUTLET
TO TEMPORARY RETENTION POND
MIN SLOPE = 0.50%