HomeMy WebLinkAbout101 C1.1 - GENERAL NOTESOHP
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WEST GARFIELD ST
S FOURTH AVE.LOT 3
4203.61 SQ FT
14' ALLEYLOT 2
4203.61 SQ FT
LOT 1
4203.61 SQ FT
LOT 4
4203.61 SQ FT
LOT 5
LOT 6 6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''WWWWWWWWWWWW SS SS SS SS
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STSTSTSTST ST
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ST
GAS GAS GAS GAS GAS
D S D S DS DS
D S
14' ALLEY ROW
14' EXISTING
ASPHALT ALLEY
TO REMAIN
15' FRONT SETBACK
BENCHMARK
ELEV.=4899.97
15' FRONT
SETBACK
20' REAR
SETBACK
N89° 28' 54"E 168.15'S0° 01' 55"W 100.11'N89° 34' 00"E 168.19'N0° 03' 24"E 99.86'6' ALLEY
SETBACK
C1.1
PROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF
587-04
1/26/2026
JG
1
2
3
4
5
6
7
8 DELTA GAMMA SITE ALTERATIONBOZEMAN, MONTANASITE PLAN SUBMITTAL9
TAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES D01/26/2026
LEGEND
SUBJECT PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
SETBACK
EASEMENT
WATER MAIN
W
F
WATER VALVE
WATER CURB STOP
WATER BLOW-OFF
FIRE HYDRANT
FIRE SERVICE LINE
8''W
WATER SERVICE LINEW
F
8''W
8''SS
4''SS
SANITARY SEWER MAIN8''SS
4''SS
ST
SANITARY SEWER SERVICE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
STORM SEWER MAIN
STORM MANHOLE
ST
GAS
ELEC
CURB INLET
STORM CATCH BASIN
GAS LINEGAS
ELEC
COMM
UNDERGROUND ELECTRIC LINE
COMM UNDERGROUND COMMUNICATIONS LINE
ELECTRIC TRANSFORMER / JUNCTION CAN
TELEPHONE BOX
CATCH CURB AND GUTTER
STORM POND / SWALE
CONTOUR LINE
SPOT ELEVATION
EXISTING PROPOSED DESCRIPTION
OSWOSWW VW V
WBOWBO
DYH HY DSSSS
COCO
STST
TT
[00.00](00.00)
44004400
FINISH FLOOR ELEVATION"FFE"
TOP OF WALL"TOW"
TOP BACK OF CURB"TBC"
FLOW LINE"FL"
EDGE OF ASPHALT"EA"
SIDEWALK"SW"
HIGH-POINT"HP"
LOW POINT"LP"
TRAFFIC DIRECTION ARROW
(NOT A PAVEMENT MARKING)
SNOW STORAGE AREA
SPILL CURB
DROP CURB AND GUTTER
BENCHMARK
CURB STOP (NORTH OF EX. PUMP HOUSE)
ELEVATION = 4899.97 (NAVD88)
BASIS OF BEARING: BOBCAT LDP COORDINATE SYSTEM
DEVELOPMENT ADDRESS
410 W GARFIELD ST
BOZEMAN, MT 59715
GENERAL NOTES
1.ALL WORK SHALL CONFORM TO THE APPROVED CONSTRUCTION PLANS, AND THE FOLLOWING
SPECIFICATIONS, WHICH ARE HEREBY INCORPORATED BY REFERENCE:
-MONTANA PUBLIC WORKS STANDARDS & SPECIFICATIONS (MPWSS), SEVENTH EDITION (APRIL 2021)
-CITY OF BOZEMAN D.S.S.P. (OCTOBER 2024),
-CITY OF BOZEMAN MODIFICATIONS TO MPWSS (OCTOBER 2024)
2.NO CHANGE OR MODIFICATION TO THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE
PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEER.
3.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT
WITH THE APPROVED CONSTRUCTION PLANS.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR ACQUIRING ANY NECESSARY PERMITS FOR THE
CONSTRUCTION OF THE PROJECT (STREET CUT PERMIT, SWPPP, DEWATERING, ETC.).
5.THE CITY OF BOZEMAN AND THE PROJECT ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE
BEGINNING OF CONSTRUCTION.
6.THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES IN THE PROJECT AREA
HAVE BEEN SHOWN PER FIELD INVESTIGATION AND AVAILABLE UTILITY RECORDS, AND ARE APPROXIMATE
ONLY. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE
BEGINNING OF CONSTRUCTION.
7.PROPOSED DRY UTILITIES (ELECTRICAL, GAS, COMMUNICATIONS) SHOWN ARE SCHEMATIC. THE FINAL
INSTALLED LOCATION OF DRY UTILITIES ARE TO BE COORDINATED WITH THE UTILITY SERVICE PROVIDER.
2.THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
PROJECT CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND ENSURING THE
PROJECT MEETS OSHA REQUIREMENTS.
3.TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED.
4.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY NECESSARY TRAFFIC CONTROL FOR THE PROJECT.
5.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING REGULAR CLEANING OF CONSTRUCTION MATERIAL THAT
IS TRACKED ONTO CITY STREETS ADJACENT TO THE PROJECT SITE.
GRADING NOTES
1.REFER TO ABBREVIATIONS IN LEGEND FOR SPOT GRADE DESCRIPTIONS. SPOT GRADES WITH NO
ABBREVIATIONS ARE FINISH GRADE.
2.CURB & GUTTER IS CATCH UNLESS OTHERWISE INDICATED.
3.FINISH GRADE SHALL SLOPE AWAY FROM BUILDINGS AT 5% MIN. SLOPE FOR 10'. FINISH GRADE ALONG
BUILDINGS SHALL BE 8" MIN. BELOW TOP OF FOUNDATION WALL IN LANDSCAPED AREAS.
4.ELEVATIONS OF CONCRETE WALKS AT BUILDING ENTRANCES TO BE WITHIN 1/8" OF FINISH FLOOR ELEVATIONS.
5.REFER TO ARCHITECTURAL PLANS FOR INTERIOR BUILDING ELEVATIONS.
SITE INFORMATION
ZONING:R-2
PROPOSED USE:RESIDENTIAL
PROPOSED BUILDING: 1
BUILDING SETBACK:FRONT:15'
REAR: 20'
SIDE:5'
ALLEY:6'
2
C1.1 GENERAL NOTES10'0 20'
1" = 10'SCALE
N
WATER NOTES
1.ALL WATER SERVICES LINES LESS THAN 4" IN DIAMETER ARE TO BE TYPE K ANNEALED COPPER PIPE
CONFORMING TO AWWA SPECIFICATION C800. ALL WATER SERVICES 4" IN DIAMETER OR LARGER ARE TO BE
DUCTILE IRON PIPE. ALL SERVICE LINES TO BE INSTALLED PER C.O.B. STD. DWG. NO. 02660-6.
2.INSTALL DETECTABLE WARNING TAPE OVER ALL WATER MAINS AND SERVICES PER CITY STANDARDS.
3.INSTALL TRACER WIRE ON WATER MAINS PER CITY STANDARDS.
4.A MINIMUM OF 6.5' OF COVER SHALL BE PROVIDED OVER ALL WATER SERVICES FROM FINISH GRADE TO THE TOP
OF PIPE. INSULATION SHALL BE PROVIDED OVER ANY PORTION OF THE WATER SERVICE WITH LESS THAN 6.5' OF
COVER.
5.TAPPING SLEEVES AND SADDLES FOR WATER SERVICE & MAIN TAPS ONTO CITY WATER MAINS SHALL BE
FURNISHED AND INSTALLED BY THE CONTRACTOR. THE WET TAP TO THE EXISTING MAIN WILL BE MADE BY THE
CITY OF BOZEMAN WATER DEPARTMENT.
SANITARY SEWER NOTES
1.INSTALL DETECTABLE WARNING TAPE OVER ALL SEWER MAINS AND SERVICES PER CITY STANDARDS.
2.UNLESS OTHERWISE NOTED, ALL SANITARY SEWER SERVICES ARE TO BE SDR 26 PVC INSTALLED AT 14"
PER FOOT MIN. SLOPE PER C.O.B. STD. DWG. NO. 02730-02
3.SANITARY SEWER SERVICE CONNECTIONS TO EXISTING SEWER MAINS ARE TO BE MADE WITH INSERTA
TEES. THE CITY OF BOZEMAN SEWER DEPARTMENT SHALL MAKE ALL TAPS FOR NEW SEWER SERVICES
CONNECTED TO EXISTING MAINS.
4.A MINIMUM OF 5' OF COVER SHALL BE PROVIDED OVER ALL SANITARY SEWER SERVICES FROM FINISH
GRADE TO THE TOP OF PIPE. INSULATION SHALL BE PROVIDED OVER ANY PORTION OF THE SEWER
SERVICES WITH LESS THAN 5' OF COVER.XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X
MATERIAL STAGING AREA
(LOCATION SUBJECT TO CHANGE)SOIL STOCKPILE AREA
(LOCATION SUBJECT TO
CHANGE)
40 YD ROLLOFF CONSTRUCTION DUMPSTER
(LOCATION SUBJECT TO CHANGE)