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PZ - DB Meridian 5 - CUP Site Package REVISED 4-19-16SCALE:NTS ZONING C-4 SITE SIZE .54 ACRES GROSS BUILDING AREA 640 OCCUPANT CLASSIFICATION B CONSTRUCTION TYPE V-B FRONT SETBACK (IN FEET)0'-0" REAR SETBACK (IN FEET)0'-0" INTERIOR SETBACK (IN FEET)0'-0" STREET LANDSCAPE BUFFER (IN FEET)0'-0" LOCAL 10'-0" COLLECTOR 20'-0" ARTERIAL 25'-0" ENTRYWAY CORRIDOR 25'-0" INTERSTATE 50'-0" MAXIMUM BUILDING HEIGHT 60'-0" PARKING REQUIREMENTS 1/500 = 1 SPACE REQ'D. - 2 SPACES REQUIRED 10 SPACES PROVIDED 1 H.C. SPACE REQ'D - 1 H.C. SPACE PROVIDE BICYCLE PARKING SPACE 1 BICYCLE SPACE REQUIRED - 4 BIKE RACK PROVIDED ASPHALT FLAT WORK 11,060 SF CONCRETE FLAT WORK 2,730 SF LANDSCAPING 5,644 SF < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < S . M E R I D I A N R D . ( S T A T E H I G H W A Y 6 9 ) EP 35' LANDSCAPE BUFFER PER INST. NO. 2015-041021 EX-SD E. CALDERWOOD DR. < < < < < < < < < < < < < < < < SD S 89°59'26" E 333.92' S 0 ° 0 0 ' 3 4 " W 1 0 4 . 0 0 ' N 89°59'26" W 225.57' S 89°59'26" E 420.45' 192.42' 393.45' 9 0 . 0 1 ' 5 6 . 0 1 ' ROS 10168 3 C U . Y D . C O N T A I N E R / 8 C U . Y D . M A X . 95 G A L . R E C Y C L I N G CO N T A I N E R 31.50' < < < < < 35'-0" EXISTING PUBLIC CONCRETE WALK NEW 5'-0" PUBLIC ACCESS CONCRETE WALK NEW CONCRETE CURB EXISTING HIGHWAY SIGNS NEW CONCRETE CURB LINE OF OVERHEAD CANOPY NEW CONCRETE WALK 5'-0" WIDE STAMPED CONCRETE ACCESS ROUTE HANDICAP RAMP SPLIT FACE CMU DUMPSTER ENCLOSURE W/ STEEL DOORS 2 0 ' L A N D S C A P E B U F F E R P E R I N S T . N O . 2 0 1 5 - 0 4 1 0 2 1 15 ' - 6 " 22 ' - 1 " 20 ' - 0 " 4' - 0 " 24 ' - 0 " 5' - 6 " 20 ' - 0 " 46 ' - 1 " 10' PUBLIC UTILITY EASEMENT 10'-0" 10 ' - 0 " 1 0 ' P U B L I C U T I L I T Y E A S E M E N T 25'-0" 25' ACCESS EASEMENT 23'-10"35'-0"22'-0" 10 ' - 0 " 2' - 0 " 12 ' - 0 " 1' - 0 " 16 ' - 0 " 40'-0"11'-5"17'-0"54'-0" R1 0 ' - 0 " 5 ' - 0 " L A N D S C A P E B U F F E R R5'-0 " 9'-0"12'-6" DUTCH BROS. COFFEE 640 SF. R 1 2 ' - 0 " 15'-0"15'-0" 4' - 0 " 40'-0"14'-0"5'-0" 12'-0" 10 ' - 0 " 1' - 6 " SPLIT FACE CMU MECHANICAL ENCLOSURE W/ STEEL DOORS NEW STREET LIGHT revisions: stamp 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 2014 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 DU T C H B R O S . C O F F E E # 5 ME R I D I A N R D . 25 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 15018 4/19/2016 DH AG C.U.P. NOT F O R CON S T R U C T I O N SCALE:1" = 10'-0"NORTH PRELIMINARY SITE PLAN 1 04/11/16 - CUP STAFF COMMENTS IRRBX GRATE EL=2628.25 IE N=2624.55 12" CMP IE S=2626.25 INLET CUTOUT 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 EP EP EP EP EP EP EP EP EP S S S S S S S S 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 TBM FND. 5/8" REBAR/CAP MARKED PLS 10782 ELEV. 2625.28 1 4 8 9 . 5 0 ( 1 4 8 9 . 9 2 ) COMMON AREA PER PLAT UP UP UP UP UP UP UP UP UP UP UP W W W W W W W W W W W W PI PI PI PI PI PI PI PI PI PI PI PI G G G G G G G G G G G G G G G G G S . M E R I D I A N R D . ( S T A T E H I G H W A Y 6 9 ) GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB W W W W W W W W W W GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB IRRBX GRATE EL=2627.72 IE N=2625.63 18" CMP IE S=2623.64 12" CMP PI PI EP G G UP UP UP UP UP UP UP UP UP UP UP UP G G G G G G G G G G G G G G PI PI PI PI PI PI PI PI PI PI PI PI PUBLIC UTILITY EASEMENT COMMON AREA PER PLAT T H Y D W S S SS SSMH RIM EL=2627.50 IE N=2618.59 10" RPP IE S=2618.69 10" RPP IE W=2618.62 10" RPP SDMH RIM EL=2625.09 IE E=2621.97 12" CPP EL=2622.22 BAFFLE TOP CB GRATE EL=2624.50 IE S=2622.09 12" RPP SDMH RIM EL=2624.56 IE S=2622.41 12" RPP IE E=2621.99 12" RPP IE W=2621.97 12" RPP CB GRATE EL=2624.56 IE N=2623.02 12" RPP SD EX-SD EX-SD EX-SD G G G SDMH RIM EL=2625.13 IE N=2622.08 12" RPP E. CALDERWOOD DR. SDMH RIM EL=2625.99 IE S=2622.81 12" RPP IE E=2622.91 12" RPP CB GRATE EL=2624.63 IE N=2622.85 12" RPP W W PI PI SD SD 27.00' SS SS S . B L A C K S P U R W A Y SS SS EX-SD EX-SDSD SSMH RIM EL=2625.00 IE S=2617.25 10" RPP IE E=2617.21 12" RPP IE=2617.29 STUB W H Y D S 89°59'26" E 333.92' S 0 ° 0 0 ' 3 4 " W 3 7 2 . 6 6 ' N 0 ° 5 5 ' 0 0 " E 3 8 9 . 0 0 ' S 0 ° 0 0 ' 3 4 " W 1 0 4 . 0 0 ' N 0 ° 0 0 ' 3 4 " E 1 3 3 . 4 5 ' N 89°59'26" W 225.57' 1 0 8 . 5 0 ' S 0 ° 5 5 ' 0 0 " W 3 0 . 0 0 ' 1 1 3 0 . 3 5 ' N 0 ° 5 5 ' 0 0 " E 1 1 6 0 . 3 5 ' S 89°59'26" E 420.45' S 0 ° 0 0 ' 3 4 " W 4 1 8 . 0 2 ' 3 0 . 0 1 ' 3 8 8 . 0 1 ' 110.00'192.42' B A S I S O F B E A R I N G 393.45'27.00' 5 4 . 5 0 ' OPEN SPACE 9 0 . 0 1 ' S 89°59'26" E 78.45' N 0 ° 0 0 ' 3 4 " E 5 6 . 0 0 ' 5 6 . 0 1 ' S 89°59'26" E 138.50' ROS 10168 2 0 6 . 0 0 ' 3 C U . Y D . C O N T A I N E R / 8 C U . Y D . M A X . 95 G A L . R E C Y C L I N G CO N T A I N E R 31.50' revisions: stamp 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 2014 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 DU T C H B R O S . C O F F E E # 5 ME R I D I A N R D . 25 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 15018 4/19/2016 DH AG C.U.P. NOT F O R CON S T R U C T I O N 1 04/11/16 - CUP STAFF COMMENTS SCALE:1" = 20'-0"NORTH UTILITY SITE PLAN EP SUBDIVISION N o . 3 E. CALDERWOOD DR. 3 C U . Y D . C O N T A I N E R / 8 C U . Y D . M A X . 95 G A L . R E C Y C L I N G CO N T A I N E R 2 6 6 1 5 7 8 9 10 11 30 ' - 0 " 30'-0" 8' - 0 " 35 ' - 0 " 35 ' - 0 " 20'-0"35'-0"35'-0"35'-0"35'-0"35'-0"18'-1" 15'-0"35'-0"35'-0" 6 14'-8" CLEAR 3 CU. YD. CONTAINER/ 8 CU. YD. MAX. 15'-4" 14 ' - 0 " 8" CMU (TYP) SPLIT FACE ABOUVE GROUND McMASTER-CARR EXTRA HEAVY DUTY BLANK HINGE 120° OPEN 6" DIA. BOLLARD FILL W/ CONCRETE3' - 4 " 10 ' - 0 " 1'-4" 16'-8" 2 1/2" SQ. TUBE STEEL GATE FRAME-PAINT 2" 8" 3' - 0 " 3" C4" 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 A4 A1.0 16'-8" B5 A1.0 A5 A1.0 SCALE:1/4" = 1'-0" SCALE:1/4" = 1'-0" 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 8" CMU (TYP.) GROUT BLOCK SOLID BELOW SLAB (2) #5 CONT. 6' - 8 " 2' - 0 " 10 " 1'-6" SCALE:3/8" = 1'-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" SCALE:1 -1/2" = 1'-0" T.S. GATE ASSEMBLY 6" CONCRETE SLAB OVER 4" COMPACT FILL 18" Ø CONC. FOOTING EMBED 4"x4" T.S. POST 3' - 0 " SCALE:1" = 1'-0" (SHOWN AT 75% OF FULL SIZE) SYMBOL NEW DECIDUOUS TREE SCHEDULE SHRUB SCHEDULE COMMON NAME / BOTANICAL NAME DESCRIPTIONSYMBOL GROUNDCOVER SCHEDULE NEW GRASS/SOD EXISTING GRASS LANDSCAPE BY DEVELOPER PLANTED SIZE MATURE SIZE IVORY HALO DOGWOOD 5'WX4'H2 GAL COMMON NAME / BOTANICAL NAMESYMBOL (SHOWN AT FULL SIZE) PERIWINKLE - VINCA MINOR 'VARIEGATA' 2 GAL SCALE:NTS DIG HOLE TWICE THE DIAMETER OF ROOT BALLNOTE: PRUNE ALL DEAD AND INJURED WOOD. DO NOT CUT LEADER. COTTON WEBBING OR PLASTIC TREE TIE TAPE. 8' x 2" x 2" STAKES, 2 PER TREE. STAKING NOT REQUIRED FOR TREES #15 & SMALLER. WRAP TRUNK CONSTRUCT 4" EARTH BERM SAUCER. FILL WITH 3" MULCH TURN BACK BURLAP, TOP 1/3 OF BALL. KEEP GROUND LINE SAME AS NURSERY PLANTING SOIL 4" 5' - 0 " M I N . 3" W E L L 2' - 0 " M I N . SCALE:NTS 1. DIG HOLE TWICE THE SIZE OF ROOTBALL. 2. ALL PLANTING AREAS TO BE COVERED WITH 3" OF MULCH NOTE: TURN BACK BURLAP, TOP 1/3 OF BALL. KEEP GROUND LINE SAME AS NURSERY PLANTING SOIL 3" WELL 3" OF MULCH. BRUSH AWAY FROM STEM SCALE:NTS 1. DIG HOLE TWICE THE SIZE OF ROOTBALL.NOTE: PLANTING SOIL MIXTURE 3" OF MULCH. BRUSH AWAY FROM STEMSEE GROUNDCOVER SCHEDULE FOR SPACING FINISH GRADE 6" M I N . ROCK MULCH - 1 1/2" MINUS PERMA BARK. INSTALL IN ALL AREAS SHOWN ON PLAN INCLUDING UNDER ALL ELEVATED STAIRS AND WALKWAYS.SCALE:NTS 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 SCALE:NTS SIZE SIZE MATUREPLANTED 15'WX25'H2.0" CAL CHANTICLEER PEAR PYRUS CALLERYANA 'CHANTICLEER' ZONING C-4 SITE SIZE .54 ACRES GROSS BUILDING AREA 571 OCCUPANT CLASSIFICATION B CONSTRUCTION TYPE V-B FRONT SETBACK (IN FEET)0'-0" REAR SETBACK (IN FEET)0'-0" INTERIOR SETBACK (IN FEET)0'-0" STREET LANDSCAPE BUFFER (IN FEET)0'-0" LOCAL 10'-0" COLLECTOR 20'-0" ARTERIAL 25'-0" ENTRYWAY CORRIDOR 25'-0" INTERSTATE 50'-0" MAXIMUM BUILDING HEIGHT 60'-0" PARKING REQUIREMENTS 1/500 = 1 SPACE REQ'D. - 2 SPACES REQUIRED 10 SPACES PROVIDED 1 H.C. SPACE REQ'D - 1 H.C. SPACE PROVIDE BICYCLE PARKING SPACE 1 BICYCLE SPACE REQUIRED - 4 BIKE RACK PROVIDED ASPHALT FLAT WORK 11,060 SF CONCRETE FLAT WORK 2,730 SF LANDSCAPING 5,644 SF CLASS PLANT II SIZE SIZE MATUREPLANTED 10'WX15'H2.0" CAL CLASS PLANT II ROYALTY CRABAPPLE MALUS ‘ROYALTY’ SIZE SIZE MATUREPLANTED 15'WX20'H2.0" CAL CLASS PLANT II KWANZAN (JAPANESE) FLOWERING CHERRY PRUNUS SERRULATA 'KWANZAN' 5'WX4'H2 GAL 5'WX4'H2 GAL INTERMEDIA BARBERRY ATROPURPUREA ‘INTERMEDIA’ GOLD BERET BARBERRY BERBERIS THUNBERGII 'TALAGO' SCALE:1/4" = 1'-0" 10'-0" CLEAR 12'-0" 10 ' - 0 " 6" CMU (TYP) SPLIT FACE ABOUVE GROUND McMASTER-CARR EXTRA HEAVY DUTY BLANK HINGE 120° OPEN 10 ' - 0 " 2 1/2" SQ. TUBE STEEL GATE FRAME-PAINT revisions: stamp 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 2014 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 DU T C H B R O S . C O F F E E # 5 ME R I D I A N R D . 25 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 15018 4/19/2016 DH AG C.U.P. NOT F O R CON S T R U C T I O N LANDSCAPE PLAN AND DETAILS 1 04/11/16 - CUP STAFF COMMENTS 1.REFER TO CIVIL DRAWINGS FOR DEMOLITION SITE PLAN, UTILITY PLAN, GRADING, PARKING DIMENSIONS AND ESC PLAN, 2.INSTALL NEW VALVES AS REQUIRED FOR IRRIGATION SYSTEM. VERIFY ON EXISTING SITE FOR EXISTING PRESSURE IRRIGATION SYSTEM. IF SYSTEM EXIST, VERIFY CONTROL WIRES ON MAINLINE AND IF ADDITIONAL ZONES ARE AVAILABLE ON EXISTING CLOCK. 3.SLEEVE UNDER NEW CONCRETE FOR NEW IRRIGATION PIPING AT PLANTERS. 4.PROVIDE BACKFLOW PREVENTION AND ANTI - SIPHON PER LOCAL CODES 5.CIVLI/GRADING DRAWINGS WILL BE HANDLED AS A DIFFERED SUBMITTAL GENERAL NOTES 1.MECHANICAL ENCLOSURE - C4/A1.0 2.ASPHALT PARKING 3.CONCRETE PATIO 4.CONCRETE A.D.A. RAMP 5.TRASH ENCLOSURE - C5/A1.0 6.LANDSCAPE PLANTERS 7.STRIPED CROSS WALK 8.STREET LIGHT 9.NEW CONCRETE WALK TO EXISTING STREET WALK 10.30'-0" VISION TRIANGLE 11.BIKE RACK - (5) PERSON B4/A1.0 KEYNOTES # SCALE:1" - 20'-0"NORTH