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SHVH-SHAR SITE PLAN 2023-011-07S76°11'00"W 253.51'(R3) HORIZONTAL CEDAR SLAT FENCING BY ARCH G S S S S E ETT S CO CO CO SAMARITAN HOUSE FAMILY LIVING 16 UNITS SAMARITAN HOUSE FAMILY LIVING COMMUNITY BUILDING TRASH 28 SPACES REQ'D FOR MULTI-FAMILYEXISTING ARMORY BUILDING RELOCATE SITE SERVICES SHOP SERVICES, DEMO STRUCTURE DEMO COVERED WASH STATION S MERIDIAN ROAD 2ND STREET W IMAGINARY INTERIOR PROPERTY LINE EXISTING FENCE LINE PROPERTY LINE ADJACENT PROPERTIES NOT IN SCOPE ALLEY EXISTING STRUCTURES preliminary A10A Samaritan House Armory Remodel SITE PLAN - CURRENT N SCALE:1/16" = 1'-0" SITE PLAN -EXISTING1 HORIZONTAL CEDAR SLAT FENCING BY ARCH G S E ETT S CO SAMARITAN HOUSE FAMILY LIVING 16 UNITS SAMARITAN HOUSE FAMILY LIVING COMMUNITY BUILDING TRASH 28 SPACES REQ'D FOR MULTI-FAMILYEMERGENCY SHELTER 30 OCCUPANTS MAXIMUM S MERIDIAN ROAD 2ND STREET W IMAGINARY INTERIOR PROPERTY LINE 16 STUDIO APARTMENTS PROPERTY LINE ADJACENT PROPERTIES NOT IN SCOPE ALLEY EXISTING STRUCTURES SAMARITAN HOUSE HEADQUARTERS HUD/VASH HOUSING SIDEWALK SHOP STAIRS & ENTRIES COMMUNITY ROOM TWO STORIES SAMARITAN HOUSE OFFICES 1 PER 300 GSF 3150 GSF / 300 = 10 SPACES RR RR / MECH 6 SPACES FOR OFFICE 1 PER 5 OCCUPANTS 30 / 5 = 6 SPACES 6 SPACES FOR SHELTER ADA ADA 8 SPACES FOR VASH HOUSING CURRENT FENCE LINE FOR REFERENCE ONLY NEW DRIVE AISLE CONNECTION preliminary A10B Samaritan House Armory Remodel SITE PLAN - REQUESTED N SCALE:1/16" = 1'-0" SITE PLAN -REQUESTED1 G S S S S E ETT D S CO CO CO I BP BP BP XXXXXXXXX X X X X X X X X X X X X X X X NG NG NG NG NG OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P OH P O H P O H P OHP O H P OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHT V OHTV OHTV S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD S D SD SD SD X X SSSS SS SS SS SS SS O O O O O O OOOOOOOOO OOOOO OO X X BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP O O O O O O O O O O O O O O O O O O O O O O BP BPBPBP BP BP 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W 6W S S SS WS WSWS WSWS 6F S 6FS6FS WS CB 10SD 10 S D SD WS SITE UTILITY PLAN C120 Scale LSW Architects, PC 610 Esther St., Suite 200 Vancouver, WA 98660 360.694.8571 LSW-Architects.com drawn by issue date revisions preliminary checked by lsw job number ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF LSW ARCHITECTS, PC 172 Timberwolf Pkwy Kalispell, MT 59901 406.752.2216 m-m.net AS INDICATED7/ 1 7 / 2 0 2 3 3 : 5 0 : 0 4 P M 11 1 0 2 N D S T W . KA L I S P E L L , M T 5 9 9 0 1 2022-0073 SA M A R I T A N H O U S E SA M A R I T A N H O U S E F A M I L Y L I V I N G 10/06/2023 JEM CD PROGRESS SET JEM PROPOSED ROW STREET LIGHTING ON EXISTING POWER POLES PER FEC AND CITY STANDARDS APARTMENT BUILDING 18-UNITS TRASH COMMUNITY BUILDING ARMORY MAINTENANCE SHOP 2ND STREET W SO U T H M E R I D I A N R O A D WASH RACK SEE 1/C121 SEE 2/C121 STORM FLOW CONTROL STRUCTURE WITH STUB TO FUTURE PHASE OF DEVELOPMENT CONNECT TO EXISTING MUNICIPAL STORMWATER CATCH BASIN SANITARY SEWER NOTES 1.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTINGS UNLESS OTHERWISE NOTED. 2.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATIONS. 3.SANITARY SEWER PIPE SHALL HAVE MINIMUM COVER OF 36" WITH RESPECT TO FINISHED GRADE. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TAP AND TIE IN FEES REQUIRED. 5.LAY SEWER SERVICE TO WITHIN 5 FEET OF BUILDING. SEWER CONNECTIONS TO INTERNAL BUILDING PLUMBING SHALL BE PERFORMED BY LICENSED PLUMBER. 6.CLEANOUTS SHALL BE INSTALLED WITHIN 3' OF BUILDING, EVERY 100', AND AT DIRECTION CHANGES OF 45° OR GREATER. DRAINAGE NOTES 1.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTINGS UNLESS OTHERWISE NOTED. 2.ALL STORM DRAIN PIPE SHALL BE SDR 35 PVC UNLESS OTHERWISE NOTED. 3.STORM DRAIN PIPE SHALL HAVE MINIMUM COVER OF 12" WITH RESPECT TO FINISHED GRADE. 4.CONTRACTOR SHALL COORDINATE UTILITY INSTALLATIONS TO AVOID CONFLICTS WITH ALL OTHER EXISTING AND PROPOSED UTILITIES. DRY UTILITY NOTES 1.TRANSFORMERS AND OTHER ELECTRICAL EQUIPMENT ARE SHOWN HERE FOR GRAPHICAL REPRESENTATION ONLY. COORDINATE WITH ELECTRICAL SHEETS, OWNER, AND OWNING UTILITY PROVIDER AND INSTALLER PRIOR TO CONSTRUCTION. 2.BURIED POWER, CONDUIT, FIBER, AND NATURAL GAS SHOWN HERE FOR GRAPHICAL REPRESENTATION ONLY. COORDINATE WITH MECHANICAL, ICT, AND ELECTRICAL DESIGN. 3.LIGHT POLES ARE SHOWN HERE FOR GRAPHICAL REPRESENTATION ONLY. COORDINATE FINAL POLE LOCATIONS WITH SITE LIGHTING PLAN WATER SERVICE NOTES 1.ALL WATER SERVICE PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 6.5 FEET WITH RESPECT TO FINISHED GRADE. 2.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 3.WHERE A GROOVED END COUPLING MAY BE SHOWN, IT SHALL BE RIGID JOINT TYPE, UNLESS OTHERWISE SPECIFIED. WHERE A FLANGED COUPLING ADAPTOR IS SHOWN, A STANDARD FLANGE SHALL BE JOINED TO THE COUPLING ADAPTOR. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING. 5.WATER CONNECTIONS TO INTERNAL BUILDING PLUMBING SHALL BE PERFORMED BY A LICENSED PLUMBER. 6.SITE SHALL BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 6.5 FEET MINIMUM COVER OR DEEPER, AS SPECIFIED. IF 6.5 FEET OF COVER CANNOT BE OBTAINED, INSULATION OP PIPING MAY BE REQUIRED AS DIRECTED BY ENGINEER. 7.ALL PROVISIONS FOR COMPLETING WATER SYSTEM ACCEPTANCE TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND CONSIDERED INCIDENTAL TO OTHER PAY ITEMS. 8.CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITY LINES (BY POTHOLING IF NECESSARY) AHEAD OF NEW UNDERGROUND UTILITY INSTALLATION IN ORDER TO PREVENT CONFLICTS. 9.CONTRACTOR SHALL COORDINATE UTILITY INSTALLATIONS TO AVOID CONFLICTS WITH ALL OTHER EXISTING AND PROPOSED UTILITIES. 20 4010200 SCALE IN FEET