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Kalispell Site Plan_7-12-2018N 0 0 ° 2 9 ' 3 9 " E 3 0 7 . 0 9 ' S 0 0 ° 5 8 ' 1 9 " W 3 0 7 . 0 8 ' E. KALISPELL ST. BUILDING SETBACK LANDSCAPE SETBACK 8 C U . Y D . M A X . 3 C U . Y D . C O N T A I N E R / 8 C U . Y D . M A X . 3 C U . Y D . C O N T A I N E R / S 89°01'41" E 242.32' N 89°01'41" W 239.72' FIRE TRUCK ACCESS PROPOSED SOUTH BUILDING AREA: 10,800 SF. PROPOSED NORTH BUILDING AREA: 12,600 SF. NEW CONCRETE SIDE WALK 10' PUBLIC UTILITIES, DRAINAGE AND IRRIGATIONS EASEMENT 10' PUBLIC UTILITIES, DRAINAGE AND IRRIGATIONS EASEMENT 10' PUBLIC UTILITIES, DRAINAGE AND IRRIGATIONS EASEMENT EXISTING CONCRETE SIDE WALK EXISTING CONCRETE CURB EXISTING CONCRETE CURB EXISTING CONCRETE SIDE WALK EXISTING CONCRETE SIDE WALK 29'-0" (3) 9'-0" WIDE SPACES 9'-0" 20'-0" (2) 9'-0" WIDE SPACES 28'-8" (3) 9'-0" WIDE SPACES 43 ' - 8 " 32'-8" 43 ' - 8 " 32'-8" 10 ' - 0 " 70 ' - 4 " 5' - 0 " 20 ' - 0 " NEW CONCRETE SIDE WALK 81 ' - 5 " 60 ' - 4 " 5' - 0 " 20 ' - 0 " 25 ' - 0 " 10 ' - 0 " 9'-4"63'-0" (7) 9'-0" WIDE SPACES 9'-0"9'-0"9'-0"72'-4" (8) 9'-0" WIDE SPACES 9'-0" 31'-0 1/2"180'-0" 180'-0" 25 ' - 0 " 30'-0"7'-6"164'-9 3/4"30'-0"7'-6"79'-6 1/2"5'-0"80'-3 1/4" NEW 5' PUBLIC ACCESS CONCRETE WALK BIKE RACK BIKE RACK LOADING DOCK LOADING DOCK EXISTING FENCE 35'-0"35'-0"35'-0" TRASH ENCLOSURE TRASH ENCLOSURE 32'-10 1/2" 30'-0" 30 ' - 0 " 30'-0" 30 ' - 0 " 26 ' - 0 " R 2 8 ' - 0 " R28 ' - 0 " 20 ' - 0 " 20'-0" 20'-0" 28'-8" (3) 9'-0" WIDE SPACES ELEVATION VIEW 3 LOOP - 5 BIKE CONCRETE 3/8 ANCHOR ROD THRU HOLE GRANULAR NATIVE SOIL GRADE IN GROUND MOUNT GRADE 4'-3" 1'-6 3/8" 3' - 0 " 3' - 9 7 / 8 " 4'-1" 2" SQUARE TUBING NOTE: 1.INSTALL BIKE RACKS ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2.OWNER TO SELECT COLOR(FINISH). 3.SEE SITE PLAN FOR LOCATION OR CONSULT OWNER 2" 8" 3' - 0 " 3" C 4" C C 3/16" 2' - 0 " 10 " 6' - 8 " 1 1/2" 20 GA. MTL. DECK - GALV. PAINT 3/8" DIA TIE ROD W/ TURNBUCKLE, WELDED TO CENTER OF CHANNEL, - GALV. PAINTED FINISH GRADE 18" CONC. FTG. 3/4" Ø CANE BOLT A3 S1.0 A4 S1.0 A5 S1.0 18'-0" CLEAR COLORED 8" CMU (TYP) McMASTER-CARR EXTRA HEAVY DUTY BLANK HINGE 120° OPEN 3 CU. YD. CONTAINER/ 8 CU. YD. MAX. 3 CU. YD. CONTAINER/ 8 CU. YD. MAX. A4 S1.0 18'-0"CLEAR 12 ' - 0 " C L E A R 12 ' - 8 " 19'-4" 120°M I N . PRECAST CONCRETE CAP (2) #5 CONT. 8" CMU (TYP.) SPLIT FACE ABOVE GROUND #5 DOWELS @ 32" O.C. IN SOLID GROUT CORES (2) #5 CONT. 6" CONCRETE SLAB OVER 4" COMPACT FILL 6' - 8 " 8" CMU (TYP.) GROUT BLOCK SOLID BELOW SLAB (2) #5 CONT. 10 " 1'-6" 2' - 0 " LOWER SECTION A-A 1/8" TYP. 1 1 / 2 " 1/8" 1/8" 1/8" SECTION B-B 1" 1/8" 1/8" 1"1 1/2" 1 1 / 2 " TYP. LC CL UPPER LATCH 3/4" I.D. STEEL PIPE LATCH 3/4" I.D. STEEL PIPE 3/4" Ø STEEL ROD 1/4" STL PLT x 1-1/2" x 2-3/4" 2-1/2" SQ. TUBE STEEL x 3/16" 1 1/2"X1 1/2" ANGLE IRON - WELD TO. T.S. FRAME (TACK WELD DECK TO ANGLE IRON) 1/4" STL PLT x 1-1/2" x 2-1/4" B A T.O.C. DRILL 1" Ø HOLE INTO CONC. SLAB 3" 3" 3" 1/ 2 " 1/2" 1" 2-1/2" SQ. T.S. x 3/16"CL LC 2" 1/4" STL PLT x 1-1/2" x 2-3/4" T.S. GATE ASSEMBLY 6" CONCRETE SLAB OVER 4" COMPACT FILL 18" Ø CONC. FOOTING EMBED 4"x4" T.S. POST 3' - 0 " date drawn job no. sheet number: checked sheet title: THESE DOCUMENTS HAVE BEEN PRODUCED AS AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. HOUSTON - BUGATSCH ARCHITECTS, CHTD, AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP OF THESE DOCUMENTS. ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF HOUSTON - BUGATSCH ARCHITECTS, CHTD. REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF HOUSTON - BUGATSCH ARCHITECTS, CHTD. COPYRIGHT 2016 HOUSTON - BUGATSCH ARCHITECTS, CHTD. HO U S T O N B U G A T S C H AR C H I T E C T S , C H A R T E R E D 13 0 7 N . 3 9 T H . S T R E E T NA M P A , I D A H O 8 3 6 8 7 PH . ( 2 0 8 ) 4 6 5 - 3 4 1 9 F A X ( 2 0 8 ) 4 4 2 - 3 9 4 2 issued for SU I T E 1 0 3 revisions: stamp KA L I S P E L L D E V E L O P M E N T 12 5 0 E . K A L I S P E L L S T . ME R I D I A N , I D 8 3 6 4 2 17034 07/12/2018 CHECK DRAWN REVIEW NORTH SCALE: SITE PLAN 1"=20'-0" ZONING I-L SITE SIZE 1.699 ACRES GROSS BUILDING AREA SOUTH BUILDING:10,800 SF. NORTH BUILDING:12,600 SF. 23,400 SF. OCCUPANT CLASSIFICATION F-1 CONSTRUCTION TYPE V-B FRONT SETBACK (IN FEET)0'-0" REAR SETBACK (IN FEET)0'-0" INTERIOR SETBACK (IN FEET)0'-0" STREET SETBACK (IN FEET)35'-0" STREET LANDSCAPE BUFFER (IN FEET) LOCAL 10'-0" COLLECTOR 20'-0" ARTERIAL 25'-0" ENTRYWAY CORRIDOR 35'-0" INTERSTATE 50'-0 MAXIMUM BUILDING HEIGHT 50'-0" PARKING REQUIREMENTS 1/2000 SOUTH BUILDING STRUCTURE 1/2000 = 6 SPACES REQ'D NORTH BUILDING STRUCTURE 1/2000 = 7 SPACES REQ'D 29 TOTAL SPACES PROVIDED 1 H.C. SPACE REQ'D PER BUILDING STRUCTURE 1 H.C. SPACE PROVIDE PER BUILDING STRUCTURE BICYCLE PARKING SPACE 2 BICYCLE SPACES REQUIRED 2 BICYCLE RACKS PROVIDED (ONE NEXT TO EACH BUILDING) 5 BICYCLE CAPACITY EACH. ASPHALT FLAT WORK 43,222 SF. CONCRETE FLAT WORK 4,727 SF. LANDSCAPING 2,664 SF. SITE CODE SCALE: BIKE RACK DETAIL NTSA6SCALE: LATCH DETAIL 1-1/2" = 1'-0"A5 SCALE: T.S. BASE 1" = 1'-0"A3 SCALE: WALL SECTION 3/8" = 1'-0"A4 SCALE: TRASH ENCLOSURE PLAN 1/4" = 1'-0"A1 SCALE: TRASH ENCLOSURE ELEVATION 1/4" = 1'-0"A2 AS1.0 ARCHITECTURAL SITE PLAN TRASH ENCLOSURE