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17056_Architectural Site Plan_PermitEP EP EP EP EP EP X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EP EP EP EP E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P EP EP EP EP E P E P EP EP E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP E X I S T I N G F E N C E L I N E E X I S T I N G W A L K P A T H R48'-0" 20 ' - 0 " 13'-3"170'-0" 5 ' - 0 " BIKE RACK NEW CONCRETE SIDE WALK NEW CONCRETE SIDE WALK TRASH ENCLOSURE EXISTING FENCE EXISTING FENCE 1 2 ' - 0 " 14'-0" EASEMENT LINE EASEMENT LINE EASEMENT LINE 2 0 ' - 0 " 8 CU. YD. MAX.3 CU. YD. CONTAINER / 2 5 ' - 0 " 12'-8" 5'- 0 " 20 ' - 8 " 20'-0" 6 2 ' - 8 " 12'-8" 2'-1" 9' - 0 " 9'- 0 " 9' - 0 " 9'-0" 2 2 ' - 0 " 2 2 ' - 0 " 3 5 ' - 4 " 43'-0"57'-0"60'-0" 1 8 ' - 7 " 11" 20'-0" 23 ' - 6 " 12,873 sf. EXISTING PUBLIC GREENBELT AND DRAINNEW CONCRET SIDE WALK T E N M I L E D R A I N 72'-0" 8 SPACE S @ 9 ' - 0 " 9'-0" 54'-0" 6 SPACE S @ 9 ' - 0 " 1 8 ' - 0 " T Y P 35'-10" 9'-0"9'-0"8'-10"9'-3" 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 14'-0" 12'-0" CLEAR 3 CU. YD. CONTAINER/ 8 CU. YD. MAX. 14'-0"8" CMU (TYP) SPLIT FACE ABOUVE GROUND McMASTER-CARR EXTRA HEAVY DUTY BLANK HINGE 120° OPEN 6" DIA. BOLLARD FILL W/ CONCRETE 12 ' - 0 " 2 1/2" SQ. TUBE STEEL GATE FRAME-PAINT A4 S1.0 4' - 8 " 2' - 8 " 4' - 8 " WALK-THRU OPENING T.S. GATE ASSEMBLY 6" CONCRETE SLAB OVER 4" COMPACT FILL 18" Ø CONC. FOOTING EMBED 4"x4" T.S. POST 3' - 0 " 3" 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" 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 1/2" 3' - 0 " 3' - 1 0 " 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 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 SO L V O F F I C E A N D W A R E H O U S E 19 6 0 S . M E R I D I A N R D . ME R I D I A N , I D A H O 8 3 6 4 2 17056 1/17/2018 DH AG PERMIT SET AR-1270 S T ATE O F I D A H O L I C E N S E D ARCHIT E C T DOUGLAS L. HOUSTON ·ZONE: C-G ·FRONT SETBACK (IN FEET)0 ·REAR SETBACK (IN FEET)0 ·INTERIOR SIDE SETBACK (IN FEET)0 ·STREET LANDSCAPE BUFFER (IN FEET) ··LOCAL 10 ··COLLECTOR 20 ··ARTERIAL 25 ··ENTRYWAY CORRIDOR 35 ··INTERSTATE 50 ·LANDSCAPE BUFFER TO RESIDENTIAL USES (IN FEET)25 ·MAXIMUM BUILDING HEIGHT (IN FEET)65 ·PARKING REQUIREMENTS 1/500 GROSS SF. REQUIRED = 4,960/500 10 PARKING STALLS PROVIDED = 21 PARKING STALLS 1 ACCESSIBLE STALL TOTAL:22 PARKING STALLS BICYCLE PARKING SPACE REQUIRED = 1 PROVIDED = 1 BICYCLE RACK TOTAL= 5 BICYCLES SPACES ·LOT SIZE 1.22 ACRES ·GROSS BUILDING AREA OFFICE: 5,375 SF. WAREHOUSE:10,150 SF. TOTAL:15,525 SF. ·ASPHALT FLAT WORK 19,218 SF. ·CONCRETE FLAT WORK 2,706 SF. ·LANDSCAPING 16,718 SF. SITE DIMENSIONAL STANDARDS NORTH SCALE: ARCHITECTURAL SITE PLAN 1" = 20'-0" SCALE: BIKE RACK DETAIL NTSA6 SCALE: LATCH DETAIL 1-1/2" = 1'-0"A5 SCALE: WALL SECTION 1/2" = 1'-0"A4 SCALE: T.S. BASE 1" = 1'-0"A3 SCALE: TRASH ENCLOSURE ELEVATION 1/4" = 1'-0"A2 SCALE: TRASH ENCLOSURE PLAN 1/4" = 1'-0"A1 LS0.0 SITE PLAN AND DETAILS AR-1270 S T ATE O F I D A H O L I C E N S E D ARCHIT E C T DOUGLAS L. HOUSTON 1-18-2018