HomeMy WebLinkAboutC300_Overall-Site-Utility-Plan 2021-03-19EE
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TSCHACHE LANE
11.00' SEPARATION
223.4 LF @ 0.52%
3
6
4
.
6
L
F
@
0
.
5%58.9 LF @ 1.0%
73 LF @ 0.50%
30.00' UTILITY
EASEMENT
30.00' PUBLIC
ACCESS AND UTILITY
EASEMENT
30.00'
EASEMENT
40.00' UTILITY
EASEMENT
30.00' UTILITY
EASEMENT
30.00' UTILITY
EASEMENT
30.00'
EASEMENT81.1 LF @ 0.5%30.00' UTILITY
EASEMENT
40.00' PUBLIC
ACCESS AND UTILITY
EASEMENT
SETBACK S2°21'23"W 493.32'N87°39'57"W 152.02'
N88°30'36"W 189.83'
N
4
3
°
3
0
'
2
0
"W
3
5
5
.
8
8
'N1°29'24"E 551.27'S87°55'12"E 799.23'
48-INCH Ø MH 1.0
RIM: 4726.18
INV NW: 4719.9
EXISTING 12-INCH CLASS 51 DIP
AWWA C151 WATER MAIN (TYP)EXISTING 48-INCH Ø
SANITARY SEWER MH (TYP)
EXISTING 8-INCH SDR 35 PVC
SANITARY SEWER MAIN (TYP)
EXISTING PROPERTY
BOUNDARY (TYP)
EXISTING 8-INCH SDR 35 PVC
SANITARY SEWER MAIN (TYP)
EXISTING 8-INCH CLASS 51 DIP
AWWA C151 WATER MAIN (TYP)
EXISTING 10" STUB
(NOT USED)
PROPOSED 8-INCH
SDR 35 PVC SANITARY
SEWER MAIN (TYP)
PROPOSED 48-INCH Ø
SANITARY SEWER MH
RIM: 4727.66
INV S: 4716.23
INV N: 4716.13
CORE INV E: 4716.23
PROPOSED 8"
SEWER SERVICE
INV OUT: 4719.0
PROPOSED 8"
SEWER SERVICE
INV OUT: 4719.08
PROPOSED 6"
SEWER SERVICE
INV OUT: 4719.75
EXISTING 10" STUB
TEE INTO EXISTING
12-INCH WATER MAIN
10"X8" REDUCER
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
PROPOSED WATER
SERVICE SEE PLUMBING
PLANS (TYP)
PROPOSED 6" FIRE
SERVICE SEE PLUMBING
PLANS (TYP)
PROPOSED GREASE
INTERCEPTOR
INV IN (4"): 4718.5
IN OUT (4"): 4717.85
SEE PLUMBING FOR
CONT. INTO BLDG
8" DIP WATER LINE
8" DIP WATER LINE
PROPOSED 8"
SEWER SERVICE
INV OUT: 4720.25
PROPOSED 8"
SEWER SERVICE
INV OUT: 4720.25
48-INCH Ø MH 4.0
RIM: 4724.15
INV SE/N: 4717.49
INV W: 4717.39
48-INCH Ø MH 3.0
RIM: 4723.77
INV S: 4717.90
48-INCH Ø MH 2.0
RIM: 4725.39
INV SE: 4718.18
INV NW: 4718.08
12.33'
6.00'
5.00'
12.33'
13.17'
6.67'
18.50'
5.00'
4.75'
12.42'
10.0'
PUE
10.00'
PUEPROPOSED 4"
SEWER SERVICE
INV OUT: 4719.75
PROPOSED GREASE
INTERCEPTOR
SEE PLUMBING FOR
DETAILS
EXISTING ASPHALT TO REMAIN
EXISTING CONCRETE TO REMAIN
LEGEND
SHEET NUMBER REFERENCEXXXX
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
4725
4724.00
4725
4724.00
11x17 HORIZONTAL SCALE: 1" = 100'
GRAPHIC SCALE
0
(IN FEET)
25 502550
1 INCH = 50 FT Know what's below.
before you dig.Call
R
1.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 C100 FOR MORE COMPLETE DEPICTION OF
EXISTING IMPROVEMENTS.
5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE
CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES
DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.
6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF
BOZEMAN PERSONNEL ONLY.
7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.
8.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS.
GENERAL NOTES:
1.SEE MASTER SITE PLAN FOR PHASING BOUNDARIES
2.SEWER MAIN TO BE CONSTRUCTED IN PHASE 1
3.WATER MAIN TO BE CONSTRUCTED IN PHASE 1
4.STORMWATER TO BE CONSTRUCTED IN TWO SEPARATE PHASES. PHASE 1 WILL DISCHARGE TO THE EXISTING
STORMWATER DITCH UNTIL PHASE 2 IS CONSTRUCTED. THE POND WILL BE CONSTRUCTED IN PHASE 1 SO THAT
WATER QUALITY AND QUANTITY STANDARDS WILL BE MET FOR BOTH PHASE 1 AND 2.
PHASING NOTES:
BUILDING 4/D
FFE: 4724.75 BUILDING 1/A
4723.50
BUILDING 2/B
4725.00
BUILDING 3/C
FFE: 4727.50
REVIEWSUBMITTALDEVELOPMENTAPARTMENT UNITS IN BOZEMAN, MONTANAFARRAN REALTY PARTNERSBOZEMAN EAST MIXED-USE4202 BELTWAY DRIVE ADDISON, TX 75001hedk.com214.520.8878Engineering1800 RIVER DR. NO. • GREAT FALLS, MONTANA 59401406.761.3010 • tdhengineering.com4
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