HomeMy WebLinkAbout004 C1.1 Civil Plan Set OverviewPARK 1120,900 SFLOT 1
199,809 SF
BLOCK 14
LOT 1
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TBLACKWOODGROVES
10' PRIVATE
UTILITY
EASEMENT
VISION TRIANGLE (TYP.)
VISION TRIANGLE (TYP.)
10' FRONT SETBACK
10'
FRONT SETBACK
10' PRIVATE
UTILITY EASEMENT
34.9'
33.6'
OPEN SPACE
1,172 SF
37' LINEAR PARK
(NOT IN SCOPE)
X
XXXXXXXXXXXXX X X
CONSTRUCTION STAGING AREA
(LOCATION SUBJECT TO
CHANGE)
30' PROPOSED PUBLIC UTILITY,
ACCESS & DRAINAGE EASEMENT
10' FRONT
SETBACK
40' (TYP.)
40'
(TYP.)
10' (TYP.)
15' (TYP.)S0° 15' 03"W 567.07'N0° 15' 03"E 564.98'S89° 54' 48"W 323.55'
COTTAGES SITE PLAN LIMIT OF WORK
C1.1
PROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF 7
22020
APRIL 04, 2023
ELCARBOR HOUSES AT BLACKWOOD GROVESBOZEMAN, MONTANACIVIL SITE PLANTAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES D04/04/2023
PLAN SET OVERVIEW, NOTES & LEGEND0 30'60'
SCALE 1" = 30'
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
BENCHMARK
HYDRANT ARROW BOLT
ELEVATION = 5012.86 FT (NAVD88)
(NW CORNER OF INTERSECTION OF
VICTORIA STREET & WINTERTHUR AVENUE)
DEVELOPMENT ADDRESS
LOT 1, BLOCK 14
BLACKWOOD GROVES SUBDIVISION, PHASE 2
SW 1
4, SEC. 24, T2S, R5E OF P.M.M.
(ADDRESSES TO BE DETERMINED)
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.PER INTERNATIONAL BUILDING CODE, FINISH GRADE SHALL SLOPE AWAY FROM BUILDINGS AT 5% MIN. SLOPE FOR 10'.
4.FINISH GRADE ALONG BUILDINGS SHALL BE 8" MIN. BELOW TOP OF FOUNDATION WALL IN LANDSCAPED AREAS.
5.ELEVATIONS OF CONCRETE WALKS AT BUILDING ENTRANCES TO BE WITHIN 1/8" OF FINISH FLOOR ELEVATIONS.
6.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.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.
SITE INFORMATION
LOT SIZE: 0.9337 ACRES
ZONING: REMU
BUILDING SETBACKS:FRONT:10' MIN, 15' MAX
SIDE: 5'
REAR:10'
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.
SEE SHEET C3.0 FOR WATER
AND SEWER UTILITIES
SEE SHEET C3.0 FOR FIRE SERVICE
LOCATION AND UTILITY ROOM DIMENSIONS
SEE SHEET C4.0 FOR
GRADING DETAILS
CONSTRUCTION
DUMPSTERS
(LOCATION SUBJECT
TO CHANGE)
SOIL STOCKPILE AREA
(LOCATION SUBJECT
TO CHANGE)
SNOW STORAGE