HomeMy WebLinkAbout048_Tract 5_Storm_Pond_CoordinationCOS 3019AREA 4
COS 3019AREA 6
WATERCOURSE SETBACK
ORIGINAL ZONE 2
PENDING APPROVAL)
WATERCOURSE SETBACK (
REVISED ZONE 2
1 SETBACK
WATERCOURSE ZONE
(PENDING APPROVAL)
2023 FLOOD HAZARD STUDY
INUNDATION EXTENTS FROM
REVISED 100-YEAR FLOOD4695
4697
4698
4699
4
7
0
0
47004701
4701
4
70
2
470347044705
4705
4706
4706WV 470747074708 S4709
47094710
4711
471147124712SHYD4713
47134713471447144715
4715
S
700
4710 4711
4712
4713
4714 4715
4704.40
4704.40
4704.40
4703.16
4703.40
4703.40
4703.40
4703.40
4704.40
4704.60
4704.05
4704.05
4704.05
4704.05
4705.40
4708.45
4707.53 4705.63
4706.61
4708.36
4708.30
4708.03
4708.30
4708.30
4707.10
4707.01
4707.10
4707.10
4707.65
±4714.75
EXIST.
4713.83
4708.30 4708.30
4708.30
4708.30
4708.30
4708.30
4708.30
4707.43
4707.43
4707.43
4707.43
4707.43 4707.43 4707.43
4708.30
4708.30
4708.30
4708.30
4708.30
4708.30 4708.304708.304708.304708.304708.30
4708.03
4708.03
4708.03
4708.03
4708.03 4708.034708.034708.03
4708.03
4708.80
4707.43
4709.00
4705.40
4707.80
4707.70
4708.89
4708.89
4708.89 4708.99 4708.99 4708.99
4708.99
4708.99
4708.99
4708.99
4708.99
4708.99
4708.99
4708.99
4708.99
4708.99
4708.994708.99
4708.99
4708.99
4704.40
TW 4709.00
TW 4709.00
BW 4709.00
BW 4704.40
4708.99
4708.99
4704.88
4704.88
4704.88
4704.88
4704.88
4704.88
4704.88
4704.88
4708.75
4708.63
4715.00
EXIST.
4706.61
EXIST.
4704.40
4904.40
4711.55
4710.29
4706.50
4706.50
4706.50
4706.50
4702.00
4701.00
4700.00
4698.00
4708.23
4704.83
4705.00
4705.00
4705.00
4704.18
4713.574713.57
4708.01
4708.0146984
6
9
8
4
6
9
8
4699470047014703470347034
7
0
4
4
7
0
4
4
7
0
4
4
7
0
4
4
7
0
4
4
7
0
4
4
7
0
4
4
7
0
4
47014705
470547054705470547054700470347054703 470647074707470747074707 47084708470847084708470847084708470847084708470847084709 47094709
4709
4710
4711
4711
L1L2L3L4L5L6L7L8 L16SETBACK
ZONE 1 WATERCOURSE
SETBACK
ZONE 2 WATERCOURSE
OF MANDEVILLE CREEK
APPROXIMATE CENTERLINE
FFE = 4709.00
(±99,960 SF)
PROPOSED BUILDING B
FFE = 4709.00
(±99,960 SF)
PROPOSED BUILDING C
MONTANA REG. NO. 89355PE
J.T. MURPHY, P.E.
ENGINEER-OF-RECORD
FORPATH=3/22/20243:35:51 PMN:\Projects\VARD0011\DGN\07_PLOT_CG-1B Enlarged Grading Plan B.dgnPRINTED:DRAWING NO.REV. DATE12/08/2023DESCRIPTIONNO.REVISIONSCHKED BYBYDATE:TITLE:NO:PROJECTBY:DRAWNSCALE:BY:CHECKEDENGINEER'S SEAL:www.ccipe.comPhone: (205) 655-1991Birmingham, AL 35235Suite 1053528 Vann RoadJTMVARD0011BOZEMAN INDUSTRIAL PARTNERS, LLCTRACT 5 - NORTH PARK DEVELOPMENTBOZEMAN, MONTANA12/08/2023JTMISSUE FOR SITE PLAN REVIEW0WDDIMPROVEMENTS SHOWN ON THE PLANS.
EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
ANY SITE DISTURBANCE OR EXCAVATION TO REQUEST
THE CONTRACTOR MUST CALL AT LEAST 48 HOURS BEFORE
IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION
VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,
SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE
LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE
CAUTION NOTICE TO CONTRACTOR:1REVISIONS PER CITY OF BOZEMAN CYCLE 1 SPR COMMENTSWDDJTM03/22/2024CCI
0 40 8020
1" = 40'
SCALE IN FEET
N AJK/WDDENLARGED GRADING PLAN B1" = 60'CG-1B
MATCHLINE MATCHLINE
STREET
CULTIVAR
CULTIVAR STREET WHEAT DRIVEPARCEL LINE TABLE
LINE #
L1 904.75 S89° 16' 51.19"E
LENGTH DIRECTION
S23° 56' 23.41"E117.79L2
S39° 29' 22.15"W79.81L3
S18° 16' 48.30"W101.34L4
S12° 08' 45.66"W118.70L5
S2° 07' 31.21"W
S31° 37' 36.14"E
S5° 40' 51.55"E
S33° 39' 26.85"E
S0° 00' 00.00"E
L6 51.67
74.06L7
135.29L8
92.44L9
88.00L10
S8° 32' 33.89"E
S36° 17' 02.54"W
S17° 00' 18.77"W
S5° 47' 18.06"W
N88° 08' 34.59"W
S0° 42' 08.63"W
197.58L11
L12 51.91
136.87L13
35.15L14
966.73L15
1088.12L16
PARCEL LINE TABLE
LINE #LENGTH DIRECTION
100-YEAR FLOOD HAZARD AREA
LEGEND
SPOT ELEVATON
EXISTING CONTOUR
PROPOSED CONTOUR
TOP OF CURB
BW BOTTOM OF WALL
BOC BACK OF CURB
TOS TOP OF SIDEWALK
TOC
EOP EDGE OF PAVEMENT
700
700.00
TW TOP OF WALL
SWALE LINE
EX EXISTING
HP HIGH POINT
LP LOW POINT
PERMIT AND CONTRACT
EXTENSION UNDER SEPERATE
FUTURE CULTIVAR STREET
(SEE SHEET CG-1A FOR CROSS-SECTION)
INFILTRATION STRIP DURING CONSTRUCTION.
ENSURE SEDIMENT DOES NOT ACCUMULATE IN
#57 STONE FREE OF DEBRIS. CONTRACTOR TO
EXISTING GRAVEL LAYER. BACKFILL WITH CLEAN
5 FT. WIDE INFILTRATION STRIP EXCAVATED TO
DIRECTION
SHALL NOT EXCEED 2% ANY
SLOPES IN ADA PARKING AREAS
DIRECTION
SHALL NOT EXCEED 2% ANY
SLOPES IN ADA PARKING AREAS
DIRECTION
SHALL NOT EXCEED 2% ANY
SLOPES IN ADA PARKING AREAS
FLAT BOTTOM DITCH
4' WIDE X 1 FT DEEP
DIRECTION
SHALL NOT EXCEED 2% ANY
SLOPES IN ADA PARKING AREAS
DIRECTION
SHALL NOT EXCEED 2% ANY
SLOPES IN ADA PARKING AREAS
8.16%
8.16%
8.16%SLOPE IN SIDEWALK
5% MAX LONGITUDINAL
WETLANDS
ZONE 2 WATERCOURSE SETBACK
ZONE 1 WATERCOURSE SETBACK
SLOPE
5% MAXIMUM LONGITUDINAL
1
SPILLWAY @ ELEV. 4694.50
20' WIDE CONCRETE LINED EMERGENCY