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HomeMy WebLinkAbout006 C1.2 605 E Bryant - DESIGN SITE NOTES: 1. CONTRACTOR SHALL OBTAIN A STREET CUT PERMIT THROUGH THE COB PRIOR TO WORK F:7_�, LDING IN BRYANT STREET. EX. SHED (TO BE REMOVED) OO PROPOSED SNOW ASSUMED LOCATION OF EX. SEWER SERVICE LINE STORAGE 1 \ EX. TELEPHONE PEDESTAL EX. COMMUNICATIONS LINE i oHP' / EX. OVERHEAD POWER LINE EX. POWER POLE oHP EX. GAS LINE 1 EX. 10.0' UTILITY 3.0' REAR OWER POLE EASEMENT SETBACK SSs'13'O6"E 185.77' PROPOSED DRAINAGE SWALE. SEE 3/C24 EX. SANITARY - - R5:0' / TO�E SEWER SERVICE eL CONNECTION 44' - -- ---- --- --- EX. EDGE OF PAVEMENT PROP SED RETENTION POND. SEE 1&2/C2.4 y;;,• rpr �<• METER S / EXCAVAT TO NATIVE GRAVELS.FILL PROPERTY BOUNDARY (TYP.) FI c APPROX. LOCATION OF EX. ' PROPOSED 7.0' .�:• i•E SIDEWALK PROPOSED 4-FT I // TO POND OTTOM WITH COBBLES. 8" SOP 35 PVC SEWER MAIN �r WIDE SIDEWALK TOB / h I II 90, .,•,,•! CHASE. SEE 4/C2.4 / 4730.12 // m ANTICIPATED LOCATION OF PROPOSED II UNDERGROUND POWER LINE. FINAL LOCATION A'I: �- i•�;.' EX. HOUSE TO BE DETERMINED BY NORTHWESTERN ENERGY :,r r -18.0' '•• EX. 15.0' UTILITY •�•y / .3 EASEMENT •:•�• PROPOSED RED. r RAMP. SEE 5/C2.1, /\ TO V ••'� PROPOSED 4.0' 4/3 .28 `� ANTICIPATED LOCATION OF PROPOSED I f•I II I ACCESSIBLE PARKING EX. BUILDING UNDERGROUND GAS LINE. FINAL LOCATION TO tl n •}•:'• SIGN. SEE 3/C2.2 WIDE SIDEWALK EX, 20.0'UTILITY BE DETERMINED BY NORTHWESTERN ENERGY - / \ EASEMENT PROJECT SITE: To / ADDRESS: 605 E BRYANT STREET, BOZEMAN, MT 59715 C 80 ' ' tOr/'� �t'„'•`''':".4.0 r // II // 473 .60 LEGAL DESCRIPTION: LOT 7 OF INDUSTRIAL PROPERTIES SUB. LOCATED IN THE HE } OF SEC. 6, PROPOSED 4" SCH 40 OR SOP 26 PVC SEWER SERVICE ®2% c " // \ / TO 60.0' FLOODPLAIN T2S, R6E, P.M.M., GALLATIN COUNTY, MONTANA MIN. GRADE. INSULATE ANYWHERE 5-FT BURY DEPTH CANNOT BE ,1,$ 8.0' c� PROPOSED / I / 473.22 EASEMENT MAINTAINED. APPROX. INV. OF 8" SEWER MAIN AT CONNECTION PER MAP BOOK J-42 ZONING: M-1 �• '<•' � CLEAN OUT -4726.69'. CONTRACTOR TO VERIFY. SEE 1/C2.3 N • I „• • �� \ ( , 1RpGT A BLOCK FRONTAGE: OTHER o r R5.0' �, (;I �.'••:• LOT 7INDUSTRIAL \ SETBACKS: PROPOSED ELECTRIC AND GAS \ PROPERTIES SUB. \ TOB FRONT SETBACK: 10-FT PROPOSED 4.0' WIDE )'I •• 0.53-ACRES 4731 58 35.0' WATERCOURSE SETBACK T 8 'j' �5.0'.••;f'.+••''.;••• METERS - FINAL LOCATION \ \ (MEASURED-FROM TOP OF BANK) SIDE & REAR SETBACK: 3-FT EX. GONG. VALLEY GUTTER 6G CONC. VALLEY GUTTER. p' :G TO BE DETERMINED BY NWE \ \ SEE 5/C24 �. I :: f••i \ N SITE SUMMARY: .,�•aa• \ N. APPROX. FLOOD WAY I .. PROPOSED BUILDING \ � SITE AREA (GROSS): 0.53 ACRES (23,254 SF) (UNIT 2) \ \ \ J BOUNDARY PER 2021 APPROX. AREA OF BUILDINGS: •'z \ \ m' SAW-CUT AND MATCH GRADE OF EX. PAVEMENT ON :'o T FIS SHAPEFILES EXISTING: 1,212 SF LOT 8. EXTENT OF EX. PAVEMENT TO BE REMOVED I 2 0' "f�\ OPEN SPACE \ 47 1.80 PROPOSED: 0SIF SF .'.i "a> \� \ \ TOTAL: 3,960 SF & REPLACED IS SHOWN WITH STRIPED HATCH. TYP. ,•aQ,•,7•q; \ \ 723 SF \ PERCENTAGE OF LOT = 17% 3 - APPROX. FLOODPLAIN PAVED STRIPS USED FOR GARAGE ACCESS ., Y' _, --- --- -- - J T - - \ �� APPROX. AREA OF PAVING: 3,185 SF = 14%OF TOTAL LOT ( ) oz a ar,., \ TOB BOUNDARY PER 2021 APPROX AREA OF SIDEWALKS: 1,615 SF = 7%OF TOTAL LOT EX. EDGE OF PAVEMENT PERMEABLE AREA BETWEEN STRIPS. , 4731.79 HIS SHAPEFILES ALLOWABLE COVERAGE PER M-1 ZONING = 100% !• 'i PROPOSED BUILDING \ \ 1 EX. EDGE OF-GRA EL EX. PAVED 3.0' SIDE I •Y;,I;5.0' S y�. �'So' (UNIT 1) v ,; \ \ f 0 \ OPEN SPACE: f EFFECTIVE FLOOD PROFILE SETBACK s'•-• { •. i" 38.520.60:RESIDENTIAL OPEN SPACE: 100 SF/DWELLING UNIT 1-BEDROOM OR LESS; 150 PARKING/DRIVEWAY I p \ \ I \TOB BASELINE PER 2021 HIS PROPOSED 5.0'i (•Y ?+ �}: \\ 47 .19 SHAPEFILES SF/DWELLING FOR 2-BEDROOM OR MORE. SIDEWALK : A 10.0' FRONT \ Ss 100-SF X 2 UNITS + 150-SF X 1 UNIT = 350 SF REQUIRED. e 10.0' ).f .. •{•:.•�rS \ \ SETBACK \ gag. 14.0 •..... \ \ 2p.. 473 TOB PROPOSED 24.0' � ••'� •{� �-�- ------- \ T�`� 4732.0 COMMERCIAL OPEN SPACE: SITE IS LESS THAN 1-ACRE, THEREFORE NOT REQUIRED. SHARED ACCESS Q PROPOSED BIKE \\ PROPOSED \ \ T04 4731.25 33 SHARED OPEN SPACE OF - 723 SF AS LABELED ON THE PLANS. EASEMENT it' I� RACK. SEE 4/C22. CLEAN OUT yJ,: 4731.04 >>• i .7`. tY'.�••.•..•. c•4:<.�:.•.r r.:•e• •...•g: ..7 ..'1489'19'15'W 200.11. PARKLAND: STREET VISION ••�•. ;t; ,•�..� :.,i' i .>'•��".'i \ \ EX. 10.0' UTILITY THE PROJECT IS EXEMPT FROM THE PARKLAND REQUIREMENTS PER SECTION 38.420.020.B.6. PLAT EX. DRIVE ACCESS TRIANGLE�.i .''• 'f •f• - r•• ••. "•'.l' i ~ \ \ EASEMENT APPROVAL RECEIVED PRIOR TO OCTOBER 1, 2005. _ i ••:.r•;�'•: PROPOSED 5.0' \ \\ WIDE SIDEWALK - \ \ t BUILDING SUMMARY: 473 - EX. BUILDING TO BE REMOVED 40.0' ACCESS SPACING - - - 4731.36 EXISTING HOUSE: APPROX. 1,212 SF (2-BEDROOMS) \ �\ PROPOSED UNIT 1: _ BRYANT STREET '" '" APPROX. LOCATION OF EX. \ TOB COMMERCIAL/WAREHOUSE (LOWER LEVEL):1,392 SF (INCLUDES 85 SF OF ACCESSORY OFFICE) PROPOSED GONG. APPROACH PROPOSED 1" / \ 4732.53 BLOCK FRONTAGE:OTHER CURB STOP / 8" SOP 35 PVC SEWER MAIN RESIDENTIAL (UPPER LEVEL): 1,269 SF (ONE BEDROOM) DELINEATED 100-YEAR TOTAL 2,661 SF - 5 s s s s 5 s s s s 5 5 -s- FLOODPLAIN BOUNDARY (BASED PROPOSED UNIT 2: ON TOPOGRAPHIC SURVEY) COMMERCIAL/WAREHOUSE (LOWER LEVEL):1,300 SF (INCLUDES 85 SF OF ACCESSORY OFFICE) APPROX. 37' TBC TO TBC EX. MAILBOXES TO BE RELOCATED ^/^ ^ ^-� �� �.._- RESIDENTIAL (UPPER LEVEL): 1,105 SF (ONE BEDROOM) q\ TOTAL: 2,405 SF -w ±-W-W-W-wWig- w `EX^DETENTION POND ���w w / REQUIRED PARKING: EX. UNDERGROUND GAS LINE ONE-BEDROOM DWELLING: 1 STALL PROPOSED 4" SCH 40 OR SDR 26 PVC SEWER SERVICE TWO BEDROOM DWELLING: 2 STALLS PROPOSED 1" COPPER TYPE K @ 2%MIN. GRADE. INSULATE ANYWHERE 5-FT BURY WAREHOUSING, STORAGE OR HANDLING OF BULK GOODS: 1 SPACE PER 1,000 SF OF FLOOR AREA RETAIL AREA DEPTH CANNOT BE MAINTAINED. APPROX. INV. OF 8" DEVOTED TO STORAGE OF GOODS; PLUS 1 SPACE PER 350 SF OF ACCESSORY OFFICE DOMESTIC WATER SERVICES. / APPROX. LOCATION OF SEE 1&2/C2.2 SEWER MAIN AT CONNECTION a 4727.54'. CONTRACTOR EXISTING 2-13EDROOM DWELLING: 2 SPACES EX. 6" DI WATER MAIN TO VERIFY. SEE 1/C2.3 PROPOSED UNIT 1: 3 • 1 BEDROOM DWELLING: 1 SPACE REVISIONS: COMMERCIAL/WAREHOUSING: (1,307 SF X 0.85)/1,000 SF PER SPACE + _ SAW-CUT AND REMOVE EX. ASPHALT AND CURB & 85 SF 350 SF PER SPACE = 1 SPACE 1. REVISED OPEN SPACE AREA PROVIDED FROM 1,200 GUTTER. TRENCH BACKFILL SHALL BE FLOWABLE FILL. / SF TO 723 SF CONSISTENT WITH THE ASPHALT PATCH THICKNESS SHALL BE EQUAL TO PROPOSED UNIT 2: ARCHITECTURAL DRAWING. z' 1 BEDROOM DWELLING: 1 SPACE (7� THAT OF THE EX. ROADWAY BUT NO LESS THAN 3". 2. THE BLOCK FRONTAGE DESIGNATION HAS BEEN � SEE DETAILS COMMERCIAL/WAREHOUSING: (1,215 SF X 0.85)/1,000 SF PER SPACE + ADDED TO THE BRYANT STREET ROAD LABEL. ,� 85 SF/350 SF PER SPACE = 1 SPACE 3. ADDED SEWER SERVICE TO UNIT 2. 6 OVERALL TOTAL: 6 SPACES REQUIRED EX. EDGE OF PAVEMENT LOT 5 J0i BIKE PARKING: AT LEAST 10% OF AUTOMOBILE SPACES REQUIRED; = 1 SPACE; 2 MINIMUM NEEDED 10 REVISIONS: a 1. BIKE RACK LOCATION ADDED. 1013 ® PARKING PROVIDED: 2. REVISED WATER AND SEWER TO PROVIDE ONE 6-SPACES (INCLUDES 1 ADA SPACE) SERVICE FOR THE PROPOSED STRUCTURE. 5 BICYCLE SPACES 3. ADDITIONAL NOTES FOR OPEN SPACE, PARKLAND, SITE COVERAGE. NO. REVISIONS DRAWN BY DATE 0 15 30 45 'p TAN"'. }�,7 PROJECT #: 22-074 ]FIGURE o 1 REVISIONS AS NOTED. RSR 08 30 2023 *� :*` ][a1�NI ERI SITE PLAN 32 DISCOVERY DRIVE Civil Engineering DATE: 06/28/2023 C1,2 2 AS NOTED. RSR 10 13 2023 t fiONV �7 BOZEMAN,MT 59718 SCALE (FEET) RO DESIGN PLAN PHONE(406)582-0221 Geotechnical Engineering .4ans"r FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: MCG .� m�IS/Zo23Q '��;' w .alliedengineering.com Land Surveying a rtGI EE RAIOTIERII SITE PLAN DESIGNED BY: MCG REVIEWED BY: RSR .OVAL ' IDESIGN PLAN