HomeMy WebLinkAboutC1.1 - Plan Set OverviewCO
ELECELECELECELECELECOSW
CO
NO PARKINGNO PARKING4''SS
4''SS 4''SS4''SSCO
NO PARKINGNO PARKING1''W 1''W 1''W1''WSTSTST
STSTST15''ST 15''STSTST
ST
ST
ST
ST
ST
EXISTING 12,000 SQ. FT.
COMMERCIAL BUILDING
PROPOSED 11,800 SQ. FT.
COMMERCIAL BUILDING
LOT 3
98,759 SQ. FT.
2.2672 ACRES
N1° 34' 30"E 222.50'S89° 05' 04"E 443.89'S1° 34' 30"W 222.50'N89° 05' 04"W 443.89'
RAWHIDE RIDGE ROAD (60' RIGHT-OF-WAY)SIMMENTAL WAY (60' RIGHT-OF-WAY)BENCHMARK
HYDRANT ARROW BOLT
ELEVATION: 4,713.15 FT (NAD88)
SOIL
STOCKPILE
(LOCATION
SUBJECT TO
CHANGE)XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X
CONSTRUCTION
MATERIALS
STAGING AREA
(LOCATION
SUBJECT TO
CHANGE)
CONSTRUCTION DUMPSTER
(LOCATION SUBJECT TO CHANGE)
C1.1
PROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF 12
723-00
June 25, 2025
ELCVALLEY GLASS AND WINDOWSBOZEMAN, MONTANACIVIL SITE PLANTAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES D06/25/2025
PLAN SET OVERVIEW, NOTES AND LEGEND0 400'200'
SCALE 1" = 200'N
2
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
OSWOSW
W 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
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'. THE ELEVATION DIFFERENCE BETWEEN TOP BACK OF DROP SPILL CURB TO
LIP OF CURB IS 0.17'.
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.
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 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.
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.
0 30'60'
SCALE 1" = 30'N
PROJECT INFORMATION
BENCHMARK
HYDRANT ARROW BOLT
ELEVATION = 4,713.15 FT (NAVD88)
(IN BOULEVARD ON THE SW CORNER
OF RAWHIDE RIDGE ROAD AND SIMMENTAL WAY)
DEVELOPMENT ADDRESS
LOT 3 OF TRACT 6 PLUS VACATED SINGLE TREE COURT,
GARDNER SIMMENTAL PLAZA SUBDIVISION,
SEC.35, T1S, R5E OF P.M.M.
20 RAWHIDE RIDGE ROAD
BOZEMAN, MT 59719
SITE INFORMATION
LOT SIZE: 2.2672 ACRES
ZONING: M-1
BUILDING SETBACKS:FRONT:10' MIN (LANDSCAPE)
SIDE: 3'
REAR:3'
BLOCK FRONTAGE: OTHER (LANDSCAPE)
LOT COVERAGE:
TOTAL LOT SIZE: 98,759 SF (2.2672 AC)
IMPERVIOUS AREA: 76,790 SF (1.763 AC) - 77.8%
LANDSCAPED AREA: 21,969 SF (0.504 AC) - 22.3%
EXISTING BUILDING AREA: 12,000 SF (0.275 AC) - 12.2%
PROPOSED BUILDING AREA:11,800 SF (0.271 AC) - 12.0%
PARKING/CIRCULATION:44,415 SF (1.020 AC) - 45.0%
FLOOR AREA:EXISTING BUILDING: 12,000 SQ. FT.
PROPOSED BUILDING:11,800 SQ. FT.
MEZZANINE:7,002 SQ. FT.
FAR - 0.312
PARKING: 3,000 SF OFFICE SPACE IN EXISTING BUILDING X 1 SPACE PER 250 SF = 12 SPACES
9,000 SF MANUFACTURING/INDUSTRIAL USE IN EXISTING BUILDING X 1 SPACE PER 1000 SF = 9 SPACES
18,802 SF MANUFACTURING/INDUSTRIAL USE IN PROPOSED BUILDING X 1 SPACE PER 1000 SF = 18.80 SPACES
PLUS 1 SPACE FOR EVERY 2 EMPLOYEES ON MAXIMUM SHIFT X 22 EMPLOYEES (ESTIMATED) = 11 SPACES
TOTAL REQUIRED SPACES = 52.28 OR 53 SPACES
TOTAL EXISTING SPACES = 38 SPACES
TOTAL EXISTING SPACES TO BE REMOVED = 3
PROPOSED SPACES = 37 SPACES
TOTAL OF ALL SPACES = 72 SPACES (INCLUDING 3 ADA)
PROPOSED BIKE PARKING 10% OF 72 SPACES= ~7.2 OR 8 BIKE SPACES
SITE LIGHTING: PROPOSED CITY STANDARD STREET LIGHT AT INTERSECTION OF RAWHIDE RIDGE ROAD AND SIMMENTAL WAY. SITE
LIGHTING PER PHOTOMETRIC PLAN.
PAYBACK DISTRICTS: 19TH AVENUE AND BAXTER PAYBACK DISTRICT
$0.00214061/SQ. FT. * 98,759 SQ. FT. = $211.40
SURFACE WATER: NO EVIDENCE SURFACE WATER ON-SITE
FLOODPLAIN: ZONE X (AREA OF MINIMAL FLOOD HAZARD) PER FIRM PANEL 30031C0804D
PARKLAND: NOT REQUIRED
OPEN SPACE: NO OPEN SPACE REQUIRED
PROJECT LOCATION
ZONING FIGURE2SCALE: 1"=200'
OVERALL SITE PLAN1SCALE: 1"=30'