HomeMy WebLinkAbout003-C10 Site PlanDN
DN
DN
14' - 0"
116 S. 11th Ave
SidewalkS. 11th Ave.14ft Alley
14ft Alley90° 00' 00"
101.24'
NW1° 00' 44"30.00'NE0° 59' 35"30.00'NE90° 00' 00"100.19'NE
90° 00' 00"
100.71'
NE
0° 00' 00"30.00'SW0° 00' 00"30.00'SWExisting FenceExisting FenceExisting Garage
Existing House
(E) 3/4" Water Service
(E) Gas Meter
(E)Sanitary Sewer Line(E) Parking Drive
Walkway
(E)Sanitary Sewer Line
(E) Overhead Power Lines / Poles
(E) Elec. Meter
Deck 22' - 0"14' - 0 1/2"24' - 0"SETBACK5' - 0"FRONT SETBACK
15' - 0"SIDE SETBACK5' - 0"REAR SETBACK
20' - 0"14' - 0"PROPOSED AREA OF WORK-GROUND LEVEL ADDITION w/ ADU ABOVE
ADU Setback
10' - 0"ADU Setback10' - 0"3" / 12"3" / 12"8" / 12"8" / 12"9" / 12"9" / 12"1" / 12"14ft Alley
14ft Alley -AbandonedSidewalkEXISTING WATER AND SEWER LINES ARE BASED ON HISTORICAL CITY ENGINEERING DRAWINGS
(E) Gas Line runs under portion of garage. GAS LINE TO BE REROUTED
a2.1
2
a2.1 1
a2.1
4
a2.13
14' - 0"
116 S. 11th Ave
SidewalkS. 11th Ave.14ft Alley
90° 00' 00"
101.24'
NW1° 00' 44"30.00'NE0° 59' 35"30.00'NE90° 00' 00"
100.19'
NE
90° 00' 00"
100.71'
NE
0° 00' 00"30.00'SW0° 00' 00"30.00'SWExisting FenceExisting FenceExisting House
(E) 3/4" Water Service
(E) Gas Meter
(E)Sanitary Sewer Line(E) Parking Drive
Walkway
(E)Sanitary Sewer Line
(E) Overhead Power Lines / Poles
(E) Elec. Meter
Deck
24' - 0"SETBACK5' - 0"FRONT SETBACK
15' - 0"SIDE SETBACK5' - 0"REAR SETBACK
20' - 0"EXISTING ALLEY R.O.W.14' - 0"PROPOSED AREA OF WORK-GROUND LEVEL GARAGE ADDITION w/ ADU ABOVE
ADU Setback
10' - 0"ADU Setback10' - 0"3" / 12"3" / 12"8" / 12"8" / 12"SidewalkProposed New Roof Ridge
ADU Deck Entry
EXISTING ALLEY R.O.W.
14' - 0"
BACKUP MANEUVERABILITY
24' - 0"
(N)ASPHALT OR PAVER DRIVEWAY APRON
(E) SEWER TO BE ABANDONED.
(N) SEWER LINE ROUTED TO EXISTING HOUSE AND NEW ADU
(N) Parking Drive
3' - 10"
1' - 6"
(11) solar panels
REROUTED GAS LINE TO EXISTING METER LOCATION
New Water Main Connection;-1" Meter to House Crawl Space-Extend line to ADU
(N) SEWER LINE TO ADU
(E) SEWER LINE ENTRANCE TO HOUSE CRAWL SPACE
C/O
C/O
INSTALL AND MAINTAIN STRAW WADDLES DURING EXCAVATION / EARTH WORK TO CONTROL RUN OFF
•ADDRESSING NOTES:R319 ADDRESS NUMBERS. - BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBER, BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THE NUMBERS (OR LETTERS) SHALL BE MIN. 4 ” IN HEIGHT AND MIN. ½” STROKE WIDTH AND SHALL BE CONTRASTING COLOR FROM BACKGROUND. PLEASE ADD NOTATION.
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GENERAL GRADING NOTES:CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITES PRIOR TO BEGINNING CONSTRUCTION.SEE GEOTECH REPORT FOR SOILS AND FILL INFORMATION.BASE COURSE OR SUBGRADE COMPACTION SHALL CONFORM TO SECTION 02230 (M.P.W. SPECS, 1996 ED.)GRADING HEIGHT - MAINTAIN 6" MIN. CLEARANCE FROM FINISHED GRADE TO TOP OF FOUNDATION AT EXTERIOR FACE OF WALL.GRADING SLOPE - MAINTAIN 2% MIN. SLOPE FOR 5FT FROM BUILDING FOUNDATION.ALL GRADING SHALL NOT INCREASE WATER SHEETING TO ADJACENT PROPERTIES.PROVIDE SPLASH BLOCKS, 2' LENGTH, AT ALL DOWNSPOUTS THAT DO NOT DRAIN TO PERVIOUS SOILS.SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. IRC 401.3.ROOFS, OR SIMILAR AREAS HAVING RAINWATER...SHALL FLOW AWAY FROM THE BUILDING AND AWAY FROM ADJOINING PROPERTY.UPC 1101.2-R401.3 DRAINAGE. -lOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL. THE GRADE SHALL SLOPE MIN. 6 INCHES WITHIN FIRST 10FT.
DRAWN BY:
SCALE: FOR CONSTRUCTIONPROJECT:
pobox 2016 Bozeman, MT 59771(406)531.9671 millerdesignbuild@gmail.com
DATE:PROJECT NO
REVISION DATE
As indicated
c1.0
sm
Site Plan
Garage / ADURemodel
116 (114 ADU) S. 11th AveBozeman, MT 59715
11224-22-2023
1/8" = 1'-0"1EXISTING SITE PLAN
1/8" = 1'-0"2Proposed Site Plan