HomeMy WebLinkAbout004 C1.1 Civil General NotesOS B
2,252 SF
OS A
7,945 SF
PARK 3
92,931 SF
LOT 4
5,680 SF
LOT 3
5,917 SF
LOT 11
2,730 SF
LOT 12
2,730 SF
LOT 13
2,729 SF
LOT 7
5,000 SF
LOT 8
5,000 SF
LOT 5
5,664 SF
LOT 6
5,000 SF
LOT 16
2,924 SF
LOT 14
2,839 SF
LOT 15
2,899 SF
LOT 10
3,989 SF
LOT 1
41,715 SF
LOT 2
19,470 SF
LOT 17
2,928 SF
LOT 18
2,928 SF
LOT 19
2,928 SF
LOT 20
2,928 SF
LOT 21
3,037 SF
LOT 9
4,981 SFLOT 106,217 SFLOT 95,000 SFLOT 85,000 SFLOT 75,000 SFLOT 185,000 SFLOT 175,000 SFLOT 206,217 SFLOT 195,000 SFBL
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X X
XXXXXXXXSEE SHEET C4.0 FOR WATER
AND SEWER UTILITIES
SEE SHEET C4.0 FOR FIRE SERVICE
LOCATION AND UTILITY ROOM DIMENSIONS
SEE SHEET C5.0 FOR
GRADING DETAILS
CONSTRUCTION DUMPSTERS
(LOCATION SUBJECT TO CHANGE)
SOIL STOCKPILE AREA
(LOCATION SUBJECT TO CHANGE)
SNOW STORAGE (TYP.)
10' PRIVATE
UTILITY
EASEMENT
VISION TRIANGLE (TYP.)
6' ALLEY SETBACK
10'
PEDESTRIAN
EASEMENT
10' PRIVATE
UTILITY EASEMENT
30' PUBLIC
UTILITY
EASEMENT
6' ALLEY
SETBACK
10' FRONT
SETBACK
SPRING RIDGE DRIVEVI
C
T
O
R
I
A
ST
R
E
E
T SOUTH 11TH AVENUEARBOR WAY (ALLEY)
20' ALLEY
R.O.W.N30° 42' 46"E203.46'N38° 07' 48"E199.37'N6
3
°
5
7
'
1
9
"
W
104
.
3
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'S38° 07' 48"W
203.85'L=276.31(R)R=465.00Δ=34°02'47"L
=64
.37(R)R=50.00Δ
=
7
3°45'31"S69°
4
0
'
2
9
"
E
142.2
4
'N20° 19' 31"E102.00'N69°
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'
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"
W
118.
0
5
'
S69°
4
0
'
2
9
"
E
86.3
1
'
20' ALLEY
R.O.W.
EX. ASPHALT TRAIL
BENCHMARK
HYDRANT
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
HYDRANT ARROW BOLT
ELEVATION = 5004.80 (NAVD 88)
(HYDRANT AT SW CORNER OF CAMBRIDGE
& S. 11TH AVE. INTERSECTION)
DEVELOPMENT ADDRESS
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. (MARCH 2020),
-CITY OF BOZEMAN MODIFICATIONS TO MPWSS (AUGUST 2017)
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, ETC.). THE ENGINEER WILL ASSIST WITH PREPARING THE STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION
ACTIVITY PERMIT (SWPPP). IF CONSTRUCTION DEWATERING IS ANTICIPATED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, AND THE
ENGINEER WILL ASSIST WITH PREPARING THIS PERMIT.
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 AND GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED. THE ELEVATION DIFFERENCE FROM TOP BACK OF CATCH CURB TO CURB
GUTTER FLOW LINE IS 0.45'. THE ELEVATION DIFFERENCE BETWEEN BACK OF DROP CURB AT PEDESTRIAN RAMPS AND GUTTER FLOW LINE IS
0.06'. THE ELEVATION DIFFERENCE BETWEEN TOP BACK OF SPILL CURB AND LIP OF CURB (EDGE OF ASPHALT) IS 0.57'.
3.FINISH GRADE SHALL SLOPE AWAY FROM BUILDINGS AT 5% MIN. SLOPE FOR 10'. FINISH GRADE ALONG BUILDINGS SHALL BE 6" 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.
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.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.
4.TAPPING SLEEVES AND SADDLES FOR WATER SERVICE & MAIN TAPS ONTO CITY WATER MAINS SHALL BE FURNISHED AND INSTALLED BY THE
CONTRACTOR. THE WET TAP 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 6" DIA. SDR 26 PVC INSTALLED 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 BELGRADE SHALL
BE PRESENT TO WITNESS ALL MAIN TAPS FOR NEW SEWER SERVICES.
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.
SITE INFORMATION
ZONING:REMU
PROPOSED USE:MULTIFAMILY RESIDENTIAL
PROPOSED BUILDING: (3) - 10-PLEX APARTMENT BUILDINGS
BUILDING SETBACK:FRONT:10-15'
SIDE:5'
REAR/ALLEY: 6'
ACKNOWLEDGEMENT OF ACCESS REQUIREMENTS UNDER
FEDERAL AND STATE DISCRIMINATION LAWS (ARM 23.301.902)
THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL
KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR
COMPLIANCE WITH, NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL AMERICANS
WITH DISABILITIES ACT OF 1990, THE REHABILITATION ACT OF 1973, THE FAIR HOUSING
AMENDMENTS ACT OF 1988, TITLE 49, CHAPTER 2, COMMONLY KNOWN AS THE MONTANA
HUMAN RIGHTS ACT, OR OTHER SIMILAR FEDERAL, STATE, OR LOCAL LAWS THAT MANDATE
ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY HOUSING.2
C1.1 GENERAL NOTES9
PROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF
604-09
4/25/2025
ELC
1
2
3
4
5
6
7
8 BLOCK 9 APARTMENTSBOZEMAN, MONTANASITE PLAN SUBMITTALTAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES D0 40'80'
SCALE 1" = 40'
N
LOTS 1&2, BLOCK 9
BLACKWOOD GROVES
SUBDIVISION, PHASE 3A
SW 1
4, SEC. 24, & NW 1
4, SEC. 25,
T2S, R5E OF P.M.M.
(ADDRESSES TO BE DETERMINED)