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HomeMy WebLinkAboutLandscape Plan ''WMODENA PLA A Su DIVISION v� ° ° 3147 W BELLTOWER DR ° MERIDIAN , IDAHO 83646 c� V U �tl e rs LQT ---- LICENSED A;y --- EN - - ARCHITECT - - AR 987920 � �` -- _ L Q T .It� / - L Q —— _ IY John M. Stewart _ - - — STATE OF IDAHO P , Q N ABBREVIATIONS VICINITY MAP SHEET INDEX BUILDING CODES Q ® � I SITE JOCO Z & AND DBL. DOUBLE GA. GAUGE, GAGE N PRNORTH S SOUTH 2018 INTERNATIONAL BUILDING CODE (IBC) W 0 < ANGLE DEPT. DEPARTMENT GALV. GALVANIZED N.I.C. NOT IN CONTRACT SAN. SANITARY ". "� a SHEET NAME � oo �� @ AT DET. DETAIL G.B. GRAB BAR NO. NUMBER S.A.C. SUSPENDED ACOUSTICAL e if CENTERLINE D.F. DRINKING FOUNTAIN G.C. GENERAL CONTRACTOR NOM. NOMINAL CEILING ® \ 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) O 0 U 0 _ 0 DEGREE DIA. DIAMETER G.F.I. GROUND FAULT INTERRUPTER N.T.S NOT TO SCALE S.C. SOLID CORE a J Z O DIAMETER DIM. DIMENSION G.I. GALVANIZED IRON SCHED. SCHEDULE A0.0 COVER 2018 INTERNATIONAL EXISTING BUILDING CODE IEBC J R PLATE DISP. DISPENSER GYP. GYPSUM o' OVER S.D. STORM DRAIN .5`` ' ( ) W Q j �.; A1.0 SITE PLAN - TRUE NORTH z m p ± PLUS OR MINUS D.L. DEAD LOAD O.C. ON CENTER(S) SEAL. SEALANT � A E�I Z q ;� '� �. 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) # POUND, NUMBER D.MH. DRAINAGE MANHOLE H.B. HOSE BIBB O.D. OUTSIDE DIAMETER SECT. SECTION — Al.1 LANDSCAPE PLAN 30 DN. DOWN H.C. HOLLOW CORE OFF. OFFICE SERV. SERVICE � _ W U A.B. ANCHOR BOLT D.P. DISTRIBUTION PANEL HDWD. HARDWOOD 0.F.C.I. OWNER FURNISHED S.F. SQUARE FEET 2018 INTERNATIONAL FIRE CODE (IFC) ti A/C AIR CONDITIONING DR. DOOR HDWR. HARDWARE CONTRACTOR INSTALLED S.G. SAFETY GLASS Q ACOUS. ACOUSTICAL D.S. DOWNSPOUT HGT. HEIGHT 0.F.0.I. OWNER FURNISHED SHT. SHEET 2018 INTERNATIONAL MECHANICAL CODE (IMC) coILL 0 A.C.T. ACOUSTICAL CEILING TILE DWG. DRAWING H.I.D. HIGH INTENSITY DISCHARGE OWNER INSTALLED SHTHG. SHEATHING ®®� ®� 0 ADDN. ADDITION H.M. HOLLOW METAL O.I. OPEN ITEM SHWR. SHOWER 2018 INTERNATIONAL FUEL GAS CODE (IFGC) O Lu ADJ. ADJACENT E. EAST H.O. HOLD OPEN OPG. OPENING SIM. SIMILAR A.F.F. ABOVE FINISHED FLOORS EA. EACH HORIZ. HORIZONTAL OPP. OPPOSITE S.M. SHEET METAL ? m 2017 IDAHO STATE PLUMBING CODE (ISPC) A.H.U. AIR HANDLING UNITS E.B. EXPANSION BOLT H.P. HIGH POINT O.S.B. ORIENTED STRAND BOARD S.MH. SANITARY MANHOLE 0 ALT. ALTERNATE E.F. EPDXY FLOORING HR. HOUR OUT TO OUT SMS SHEET METAL SCREWS " 0- ALUM. ALUMINUM E.I.F.S. EXTERIOR INSULATION HT. HEIGHT O.T.O. OUNCE S.O.V. SPRAY ON VINYL ; 2017 NATIONAL ELECTRICAL CODE (NEC) W ANCH. ANCHOR FINISH SYSTEM HVAC HEAT,VENT,A/C OZ. SPEC. SPECIFICATIONS Q ANG. ANGLE E.J. EXPANSION JOINT H.W. HOT WATER PROPERTY LINE SQ. SQUARE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ANOD. ANODIZED EL. ELEVATOR P/L PROJECT ARCHITECT SS SOLID SURFACE APPROX. APPROXIMATE ELEV. ELEVATION I.D. INSIDE DIAMETER P.A. PARTICLE BOARD S.STL. STAINLESS STEEL ,- Z ARCH. ARCHITECT ELEC. ELECTRICAL IN. INCH P.BD. POUNDS-CUBIC FOOT STD. STANDARD 2006 NFPA 101 LIFE SAFETY CODE ASPH. ASPHALT EMERG. EMERGENCY INCAND. INCANDESCENT P.C.F. PERFORATED STL. STEEL } ASSBY. ASSEMBLY ENCL. ENCLOSURE INCL. INCLUDE(D)(ING) PERF. PLATE STOR. STORAGE 0' ASSOC. ASSOCIATED ENGR. ENGINEER INSUL. INSULAT(ED)(ION) PL PLASTIC LAMINATE STRUCT. STRUCTURAL Q E.P. ELECTRICAL PANEL INT. INTERIOR P.LAM. PLASTER S.S. STORM SEWER - __ _ Z BOT. BOTTOM E.P.D.M. ETHYLENE PROPYLENE INV. INVERT PLAS. PLUMBING SUSP. SUSPENDED ' B&B BALLED AND BURLAPPED DIENE MONOMER PLBG. POUNDS-LINEAR FOOT SYM. SYMMETRICAL W B.O. BOTTOM OF EQ. EQUAL JAN. JANITOR P.L.F. PLYWOOD SYS. SYSTEM — -- — -. >BD W. BOARD EQUIP. EQUIPMENT J.B. JUNCTION BOX PLYWD. PANEL 0 W' BIT. BITUMINOUS E.W. EACH WAY JT. JOINT PNL. POLISH(ED) T. TREAD W B.L. BUILDING LINE E.W.C. ELECTRIC WATER COOLER POL. POWER PANEL T.B. TOWEL BAR BLDG. BUILDING E.W.H. ELECTRIC WATER HEATER K KIP(1,000 POUNDS) P.P. PAIR T.O. TOP OF B BLOCK(ING) EXHAUST K KIP FEET PR. PROJECT T&G TONGUE AND GROOVE GENERAL NOTES BM.M. (E)BEAM/BENCH MARK (E) EXISTING KB.B. KEYBOARD PROJ. PARTITION TEL. TELEPHONE B.O.C. BASE OF CURB EXP. EXPANSION KIT. KITCHEN PRTN. POUNDS-SQUARE FOOT TEMP. TEMPERATURE,TEMPERED BOTT. BOTTOM EXT. EXTERIOR K.O. KNOCK OUT P.S.F. POUNDS-SQUARE INCH THK. THICK BRG. BEARING P.S.I. PAINT/POINT THRES. THRESHOLD VERIFY SCALES BRK. BRICK F.A. FIRE ALARM LAM. LAMINATED PT. PAINTED T.P. TOILET PARTITION 4 i THIS BAR IS 1 INCH BSMT. BASEMENT F.A.C.P. F.A. CONTROL PANEL LAV. LAVATORY PTD. PLUMBING VENT T.P.D. TOILET PAPER DISPENSER 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER ON ORIGINAL DRAWING B.U.R. BUILT-UP ROOFING F.D. FLOOR DRAIN LB.(S) POUND(S) P.V. POLYVINYL CHLORIDE TYP. TYPICAL REMOVAL TECHNIQUES AND DISPOSAL OF DEBRIS. ANY CLEARING WORK FDN. FOUNDATION L.C.C. LEAD COATED COPPER PVC PAVEMENT TV TELEVISION SHALL BE COORDINATED WITH ALL AFFECTED UTILITY COMPANIES AND 0 1�� CAB. CABINET F.E. FIRE EXTINGUISHER L.F. LINEAR FEET PVMT. SHALL CONFORM WITH CITY, COUNTY, AND STATE CODES FOR DISPOSAL CAL. CALIPER F.E.C. FIRE EXTINGUISHER CABINET L.H. LEFT HAND QUARRY TILE U.H. UNIT HEATER IF NOT 1 INCH ON C.B. CATCH BASIN F.F. FINISHED FLOOR L.L. LIVE LOAD Q.T. QUANTITY U.N.O. UNLESS NOTED OTHERWISE OF DEBRIS. THIS SHEET,ADJUST C.D. CEILING DIFFUSER F.G. FINISHED GRADE L.L.H. LONG LEG HORIZONTAL QTY. UNFIN. UNFINISHED SCALES CEM. CEMENT F.H. FIRE HYDRANT L.L.V. LONG LEG VERTICAL RADIUS UV ULTRA VIOLET 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, ACCORDINGLY C.F.M. CUBIC FEET-MINUTE F.H.C. FIRE HOSE CABINET L.P. LOW POINT R RUBBER BASE IDENTIFYING AND PROTECTING ANY UTILITIES THAT ARE TO REMAIN FROM C.G. CORNER GUARD FIN. FINISH(ED) LT.P. LIGHTING PANEL R.B. REFLECTED CEILING PLAN VCT VINYL COMPOSITION TILE DAMAGE. ANY UTILITY LINES THAT ARE IDENTIFIED BY THE LOCAL UTILITY C.I. CAST IRON FIXT. FIXTURE LT.(G) LIGHT(ING) R.C.P. ROOF DRAIN VENT. VENTILATION COMPANIES AS ACCEPTABLE FOR REMOVAL SHALL BE DONE IN C.J. CONTROL JOINT F.L. FLOW LINE LTWT. LIGHTWEIGHT R.D. REFERENCE VERT. VERTICAL ACCORDANCE WITH THE STANDARDS ESTABLISHED BY THE UTILITY CLG. CEILING FLASH. FLASHING RE. RECESSED VEST. VESTIBULE REVISIONS CLK. CAULK FLR.(G) FLOOR(ING) MAG. MAGNETIC REC. RECEPTACLE V.I.F. VERIFY IN FIELD COMPANY AFFECTED. CLR. CLEAR FLUOR. FLUORESCENT MAS. MASONRY RECPT. REFRIGERATOR VIN. VINYL NO. REMARKS C.M.U. CONCRETE MASONRY UNIT F.O. FACE OF MAT. MATERIAL REF. REINFORCE(D)(ING) V.W.C. VINYL WALL COVERING 3. ALL NEW PLUMBING, GAS, MECHANICAL AND ELECTRICAL SERVICES INTO C.O. CLEAN OUT F.O.C. FACE OF CONCRETE MAX. MAXIMUM REINF. REQUIRED THE NEW CONSTRUCTION AREAS SHALL BE DONE IN ACCORDANCE WITH COL. COLUMN F.O.F. FACE OF FINISH M.B. MACHINE BOLT REQ. RESILIENT W WEST ALL STATE AND LOCAL CODES AND ORDINANCES. CONC. CONCRETE F.O.M. FACE OF MASONRY M.D.P. MAIN DISTRIBUTION PANEL RESIL. REVISIONS, REVISED W/ WITH CONN CONNECTION F.O.S. FACE OF STUD MECH. MECHANICAL REV. ROOFING W.C. WATER CLOSET C V 4. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE PLANS AND CONST. CONSTRUCTION FP. FIREPROOF MED. MEDIUM RFG. RIGHT HAND WD. WOOD CONT. CONTINUOUS F.PR. FIRE PROOF MEMB. MEMBRANE R.H. ROOM W.H. WATER HEATER CURRENT INTERNATIONAL RESIDENTIAL CODE. 0 CONTR. CONTRACT(OR) F.R.P. FIBER REINFORCED PANEL MTL. METAL RM. ROUGH OPENING WIN. WINDOW N CPT. CARPET F.S. FLOOR SINK MFR. MANUFACTURER R.O. RIGHT OF WAY WP. WATERPROOF 5. VERIFY ALL EXISTING CONDITIONS AND CHECK ALL DIMENSIONS AND C.R. CEILING REGISTER FT. FOOT, FEET M.H. MANHOLE R.O.W. RESTROOM W.R. WATER RESISTANT ELEVATION PRIOR TO STARTING WORK. NOTIFY DESIGNER OF ANY DRAWN TRAVIS C.SK. COUNTERSINK FTG. FOOTING MIN. MINIMUM R.R. ROOF TOP UNIT WSCT. WAINSCOT DISCREPANCIES FOUND PRIOR TO PROCEEDING WITH WORK. C.T. CERAMIC TILE FURN. FURNISH(ED) MISC. MISCELLANEOUS R.T.U. RAIN WATER LEADER WT. WEIGHT DATE 06.19.2025 CTR. CENTER FRR. FURRING M.O. MASONRY OPENING R.W.L. ROOF VENT W.V. WATER VALVE 6. DIMENSIONS SHOWN DO NOT INCLUDE THE THICKNESS OF ANY APPLIED EMAIL '/�• C.U. CONDENSING UNIT F.W.C. FABRIC WALL COVERING M.R. MOISTURE RESISTANT R.V. W.W.F. WELDED WIRE FABRIC "a"s@mccane,-moorhO05ecom C.U.H. CABINET UNIT HEATER MTD. MOUNTED FINISH MATERIALS. DIMENSIONS ARE EITHER TO FACE OF STUD, FACE OF O C.W. COLD WATER YD YARD MASONRY, OR CENTERLINE OF OPENINGS OR STRUCTURE. ICELL 208.859.0679 SHEET NUMBER LO AO . 0 N ©2025 COPYRIGHT McCARTER-MOORHOUSE N11 11 11 11THESE PLANS MAY NOT BE USED BY ANYONE OTHER THAN 6, McCARTER-MOORHOUSE WITHOUT PRIOR WRITTEN CONSENT. c3 S 89' 07' 10"E S 89' 07' 10"E 173.00' AC UNITS BRIDGETOWER CROSSING SUBDIVISION#2 173.00' SITE INFO: + + + +_ + + + + + + + + AC UNITS PARCEL-R1079860301 +�; N SECTION-4N1 W35 ' `. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SUB-BRIDGETOWER CROSSING SUB NO 02 + + + + + + + ° n +� + d + _ UNIT SORE - a _ + ,E O e 6r S 13_6^ 6_p, 25'-0" a ' — — — + + + ELECTRICAL 6' o" 13' 6" °6' °q + + ° � ELEC O TRANSFORMER PARKING REQUIREMENTS: O 1 STALL/500 SF: + ++ —20' 6" 79'_6" a- 0'_6" + + e 19'-o" s'-6" " 78'_6" ++++ 14,934 SF/250=60 PARKING STALLS(88 PROVIDED) + ° 19' 0" 25'-0" 19'_0,. 0'_6" 0' 6„ d ++++ a °. "° "° + O ADA PARKING: 1 ADA STALL/25 STALLS=4 REQUIRED ++++ ' (4 PROVIDED,2 OF WHICH ARE VAN ACCESSIBLE) ++++ ° - y _ - d 1 + ++ `a Q w a_,° + BICYCLE PARKING: +++ o _ ++,+ 1 PER 10 STALLS PROVIDED=9 BICYCLE SPACES ^ ` LOT 1 LOT 2 U) (12 PROVIDED,4 RACKS @ 3 PER RACK) W EXISTING SIDEWALK + + CM - a '•d° ' c) Q _a ° _ co + + FUTURE BLDG z- — (D °a FUTURE BLDG - a a LOT INFORMATION: 0 0 +++ ° 3,759 SF y Y 3,708 SF � U) ++++ O + f Q Q ° z (D FULL LOT SIZE: 1.589 ACRES (� SETBACK:SEE PLAN r ` N d v v ;n"o a + 1 ° N + o EASEMENTS:SEE PLAN o ° o `++ < Q ++++ Ln 0 Z + + °a d N O U e d �o o ZONE:L-0 4 _ a ° •d° pro. ° meosuve ° °� Sa ° ° a w s o' e W y _ +++++ 1 4 EXISTING GRASS AND TREES - + + + + j d t - - I - - ° - _ -d ,• ° - _ c - + 1 ++++ ++ +++ +++ +++ +++ ++ + + ++++ +t+ 77'-21/2" ++ + Q a t t + + + + +++ 85'-0" +++ 4 ++++ ++ + ++ +++ +++ +++ + ++ + + + + + + + + + + + + + + W + +++++ +[+ ++.+.+.+.+.+.+++ ++++++++++++++++ I ++ +++++ + SIGHT TRIANGLE + + + + O - + +� +� + + + + + + + + + + + +' VAN a ++++ + + ++ UDC: 11-3A-5 3 + + + + + + + + + + + + + + ACCESSIBLE + + + + + + -1r-o" _21'_p M + ++ + o A1.0 — CURB RAMP RE: CIVIL +'+++ +'+ +'+++ ° ++++++++ + + + DRAWINGS LICENSED ARCHITECT RELOCATED IFIRE HYDRANT° _ _ $PARKING SPACES `d •d• - _ - - - + + ++ +++ a° + A V� VV W 8 PARKING SPACES 1 � — — — — — - 35'-0" PROPERTY LINESW/CROSS 3-HEAD LIGHT POLE I CUT OUTRCON CONCRETE ENT _ + ACCESS AGREEMENT AND POUR CONCRETE PATH ° O _J —LANDSCAPE EASEME T� I I CONNECTING ADA ZONES � � + _ _ _ _ 88 PARKING STALLS ° 'd w CURBING RE:CIVIL DRAWINGS PLAZA MOui NUMENT SIGN a - + + (500.1 = 30 REQUIRED) a �_ � -� a + REQUIRED) + + 250:1 = 60 ---�--� O 8 PARKING SPACES aCID 4 O IDAHi POWER EASEMENT 8 PARKING SPACES— o m N _ _ _ 3-HEAD LIGHT POLE J 4"STRIPING �. + - - - - ++++ +�+ + + + ,d O d ° + + +++�+ I+ (") +++++++++ + + + + + + + + + + +c �SD� _J John M. Stewart+ ++++ + + +0, 6„ + ++++ + + + , Z +++++ I. I + + + +++++++ - - + E I SYMBOL ACCESSIBLE -12'-0" 8'-6" 5'-0"++ 11'-3 1/2"ry+ 7T-2 1/2" 0'-s"� + + + p - . d VAN ++ +++�, +++ MH W STATE OF IDAHO + + 19'_0"� +++ rn 25�_p^ ++ _ +0'-6„� ++ +'91-01,+ + � ++ ss 1 85'-0" ACCESSIBL + + + + + + cn EXISTING TREES TO REMAIN +{+ / 16'-6" 2'-6°+5'-0"- �/ d 0'_6" aQ+�+++ +$+ +++.+++ +++ + + +++ +++ +++ +++ ++++ + + + + + ++ 2s-o" 9'-0" 5'-0"STD + + + + +' p_6r, 4 ° a ° + +++ 8'-0"VAN 4 - - - - - -4-Q - - - - d +++++ i . 2 ACCESSIBLE PARKING A�° ° o a + + O + 6 ++++ 1 - 0 LLl (n (n Q° _ d (n (n 11 _ ° + + + O - + I 0 v < 0 _ ++++ - 16 GA. GALV. 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FOOTING W d - ° + + + + +++ 1 g 19'_0" 25'-0" 19 0 0'-6" 0'-6" N -- — 25, r 6„ Q ° ° — _ p�� S> 6��', 78�_6�r a 0' � J Q 0 U - + °" _ - _ - _ _ - - (DETAIL APPLIES ONLY IF ADA SIGN CANNOT � d _ - _ °a + + + + ++ - 'o; + + _ _ _ °• d ° d a •`, BE POSTED ON FACE OF BUILDING) a n ACCESSIBLE PARKING SIGN J Q + + + + + ++ + + + + + m + + + ++��co z +`+++ +�, + + + O AC UNITS START NG POINT - - TURIN PLAZA SUBDIVISION 9'x18'TRASH ENCLOSURE AC UNITS � C) N 890 07' 10"W 173.00' N 89° 0T 10"W N ,A 2" SCH. 40 GALVANIZED co O� 173.00' 1\ STEEL PIPE (2 3/8' O.D.) 1 00 - Site Plan - TRUE NORTH °�S, O 0 1/16" = V-0" > = O tis 18'-0 ° -- E OF CMU - " °• a S6 � -- CENTER LINE N O Q + 6+ WALL / HSS Z \ w ~O '' \ —24" DIA. X 36" MIN. DEEP z 8 1'� FOOTING BOLT PLATES o TRASH TRASH A1.0 / L i � ° z C) Q J Z °III III II III Illli�i� � � b ------ 8„ CM _III—III—III—I it l u l l Il 1 1 1;Ill 11 w J U WALL —III—I I1—I 1I- 7 , ° d ENCLOSURE - —III—III= 1 4" CONC. PAVING �_ w A1.0 RE: SITE PLAN cn a_ °°° I l 1 l l l iiII l l l f ENCLOSURE GATE POST DETAIL BIKE RACK DETAIL °� 3/8" = 1'-011 4 1/211 = 1'-011 CANEBOLT TO= ° _ - - _ - •d CANE BOLT TO VERIFY SCALES HOLD GATE OPEN d - "d ° 6 i \ - _ - e°d HOLD GATE OPEN THIS BAR IS 1 INCH A1.0 ON ORIGINAL DRAWING \ GROUT CAP 0 IF T 1 INCH 5 TRASH ENCLOSURE PLAN VIEW #4 VERT. AT 24" O.C. THIS O CAT,ADJUST 3/16" = V-0" i 8" SPIT FACE CMU TO MATCH ACCORDINGLY BUILDING. 0 SEE PLAN 8" CMU WALL W/ CAP � 11 ENCLOSURE HSS 6X POST li #4 HORIZ. @ 48" O.C. REVISIONS Q D_ HEAVY DUTY HINGE m Q I� WELDED TO HSS 6X M Lu J u�° 4" CONC. ON GRADE MAX. NO. REMARKS r SLOPE TO DRAIN 2% POST (2) PER LEAFUD o=_-1/2" CANE BOLT LATCH o III 0 r —III L3X3X1/4 ANGLE FRAME iv II II II 1— SITE PAVING RE: SITE PLAN `° l=1 I! - ii� - #4 @ 24" O.C. VERTICAL N 1 112" 20 GA. METAL oJill -it II DECK WELDED TO L3X " d (3)#4 HORIZONTAL DRAWN TRAVIS 7771GATE LEAF FRAME Zn�0�-6r1 0,_8„ -0'-6"� (2)#4 CONT. �- DATE 06.19.2025 DROP IN 1/2" DIA. CANE o C) _ II BOLT �� �� EMAIL ��\• travis@mcoarter-moorhouse.com TRASH ENCLOSURE ELEVATION = TRASH ENCLOSURE WALL SECTION CELL 208.859.0679 D_ 3/16" = V-0" 3/8 — 1 -0 LO SHEET NUMBER N LO ©2025 COPYRIGHT McCARTER-MOORHOUSE A1 . 0 N THESE PLANS MAY NOT BE USED BY ANYONE OTHER THAN 6, McCARTER-MOORHOUSE WITHOUT PRIOR WRITTEN CONSENT. c3 S 89° 07' 10"E S 89° 07' 10"E 173.00' 173.00' PLANT SCHEDULE BRIDGETOWER CROSSING SUBDIVISION#2 W AC UNITS AC UNITS + + °��+ + + + + + a-' _ d ° //}II/`J TREE SYMBOL COMMON NAME BOTANICAL NAME SIZE QTY + O ++ `� + ++ ++ ++ ++ +++ .a�h+++ e - — — — + ++ +++ ++ -, °s. + + + _ d,.° �- - 4 ++ ++ +�++ + + +�h + ELECTRICAL + + 4 _ W TRANSFORMER O I a n d ° 8'_6 13a_6a 6a_Oa 25a_Oa 8a_Oa 13a 6a 8'_6a, e,_ +a _ UNIT SCREEN I(ryy �", d g - _ - d° ' a EXISTING PRUNUS+ ++ ++ _ + + ° + + a C A CALIPER 2 4 PURPLELEAF PLUM ERASIFER 4 2o'-s 5'-0' 4"6° s-0^ 79'-6" 1s'-o" zs-o° 1s'-o" s'-s': 7s'-s" 19' 0" 25'-0" 19'-0" °' s" s -o° °_6„ TREES TO REMAIN NIGRA G ILI O ''° a _ e MIXED PLACING OF O Q ad + + CLASS II OR III TREES + q° ++++, '. n w w s ?•_ ,- ++++ CHERRY PLUM PRUNUS 1-1/2" 14 g_ v a LOT 2 - , w w CERASIDERA CALIPER A EXISTING SIDEWALK + 'l LOT 1 -a Z C� m z -d, a d° U Q �W FUTURE BLDG `D a a 0- ++++ FUTURE BLDG z — — z w 3,759 SF d, Y Y 3,708 SF 0 CD°e a.,�'•° z z PYRUS 1-1/2" (� �� ++ + g a a N o o GALLERY PEAR CALLERYANA CALIPER 12 o f�I p t_ a s d o N O ++ + LSD-p + - a° � O r ` 0 ++++ ° d° Qa6 O v Z— 1 25'_0" U) T a ° ' � ffi ° e ° MAPLE AUTUMN BLAZE ACER x FREEMANII 1-1/2" 6 �- •4,e- 'JEFFERSRED' CALIPER " _ ° - b 1++ + ° 4 1 EXISTING GRASS AND TREES +�+;�++ + + O + + + + + + + d + + + + 4+ + ; + 77'-2 1/2" + + + 85,_0„ WBOXWOOD BOSUS SEMPERVIRENS 5 GAL 14 ++ + ++ + + + ++ + +++ +++ ++ SIGHT TRIANGLE°' / - UDC: 11 3A-5 � VAN ACCESSIBLE _° _+'+++ + ' + N '+ NINEBARK 5 GAL. 12+ + PHYSOCARPUS0. +++ M + + + ++ r MQ OPULIFULIUS MONLO LICENSED + i+ ++++ ° , �� ARCHITECT + 8 PARKING SPACES 4.'. b RELOCATED FIRE HYDRANT.° 8 PARKING SPACES io - - _ 3-HEAD LIGHT POLE AR 987920 PROPERTY LINES W/CROSS ¢ GOLD NNEBARK 5 GAL. 10 fV ACCESS AGREEMENT CUT OUT ASPHALT PAVEMENT - V ,�• ' N OPULIFULIUS GOLD W —35'-°"I AND POUR CHA T PAE PATH p W P HYS O CA R P U S J 88 PARKING STALLS CONNECTING ADA ZONES LANDSCAPE EASEME d° w b — — - — — — (500:1 = 30 REQUIRED) - PLAZA MONUMENT SIGN - - ° - w (o (250:1 = 60 REQUIREDI o O Z 8 PARKING SPACES a° e ; SPIREA SPIRAEA 1GAL. 6 —IDAHO POWER EASEMENT' 8 PARKING SPACES °� o J W + 14 3-HEAD LIGHT POLE \ (O + a' _ O SD 1 "' / +++ ( ' W MANHATTAN EUONYMUS EUONYMUS 5 GAL. 10 �oh M. Stewart _ _ •`< °- -4 ACCEVANSSIBLE `� - KIAUTSCHOVICUS STATE OF IDAHO 0,_s,a SS 1 Z 12 0 _6� + 6„+ ° 6"+ + + MH ' a -0" 8'-6" 5'-0" ++11'-3 1/2" 77'-2 1/2" �l + 19'_0" + m 25'-0" 19'_0" 85'-0" 19'. 0" ++ 25'-0" 16'-6" 0 = - + ` + - - + EXISTING TREES TO dW ` d •'•7:a _ 0'-6" 0'-6" CALAMAGROSTIS x ° KARL FOERSTER 5 GAL. 12 '++++ +' `++. +'.++ +++ +.' ACUTIFLORA +' + • e "_ o_ ° _ a` a 'Q" ad a , -, - tad d , d e ° n 9 + n v a a O ..° d THUNBERG SPIRAEA SPIRAEA THUNBERGII 5 GAL. 12 +++ d ° + a e _ P L _•�•d _ O tl° U) c W W co � Q U o W + ° U U uj d-° O to ++++ ° + °-4` a_ = a_ °_4 �L�n o GROUND COVER: 1"CRUSHED BLACK&TAN SHALE IN ALL PLANTERS O s " °1 C) — C) 8 Y Y O O ++ + LOT 3 M `� Z LOT 4 Q Q °p _ °- a_ FUTURE BLDG CO Q + + FUTURE BLDG `o CO +;++ �a4 3,759 SF a 3,708 SF �+++ d° EXISTING TREES TO IEMAII� 9 + ?0. ' e , + ° ++++° - - ++++ ° / \ J Z Lu O ° 8'_6 5a_0„ 4'-6" 5'_0„ 79,_6„ e, a p'_619'_0" + + a _25°_Da 19'_0" +'-6" °8_6, - 78'_6„ 619'_0" 25'_0" 19'_0„ p'_6, 5, +0 0'_6" 25'_0a — d: U a - d -° ° - e•Q° + ++ ++ - G +++++ +++++++++ +++++++++ ++++++ +++++++'!�$+++++++++ +++++++++ +++++++ ++++++ ++++++++++ ++++++++++++-# ++++++++++ ++++++ +++ +++++++++ ++++' +++' +++ +++ +++++ ++++ — — m 0 Z _ AC UNITS AC UNITS v STARTING POINT TURIN PLAZA SUBDIVISION 9'x1B'TRASH ENCLOSURE C N 89° 07' 10"W N 89° 07' 10"W N Q G 0 173.00' 173.00' co O 0 0 n 00 - Landscape Plan - PROJECT NORTH w U 1/16" = 1'-0" O a_ a_ Q z ~ O J z -a LLI Q c x 0 LJ ti' J a_ TYPICAL TREE AND SHRUB PLANTING NOTES: VERIFY SCALES REINFORCE RUBBER THIS BAR IS 1 INCH 1. ALL TREES TO BE BALLED AND BURLAPPED. SEE DETAIL THIS SHEET TREE STAKING. HOSE TREE TIES. ON ORIGINAL DRAWING 2. 2"MINIMUM OF REGULAR GRIND SOIL AID TO BE PLACED ON SHRUB PLANTING AREAS. DOUBLE#10 GA. GALV. IF NOT 1 INCH ON * ' GUYS(3 PER TREE). THIS SHEET,ADJUST SCALES 3. PROVIDE AND INSTALL(3)2 x 2 STAKES EVENLY SPACED AT EACH TREE. TIE ALL STAKES WITH ACCORDINGLY COTTON WEBBING OR OTHER APPROVED METHOD. *NOTE: TREES TO BE PROTECTED WITHIN 25'OF BUILDING 4 ` 4. PROVIDE AND INSTALL BACKFILL MIX FOR ALL PLANTS. USE 1/2 APPROVED PLANTING MIX AND W_ 3"MULCH. 1/2 EXISTING SOIL REMOVED FROM PLANTING PITS. DIG ALL PLANT PITS TWICE THE SIZE OF ROOT �7 �� '.f NOTES: BALL. ' AVOIi Y ` C--MaICW L REVISIONS 3"SAUCER RIM. Z.T LBrr�' OUT DONNSTWAdwoFUXTION 5. EXISTING SOIL REMOVED FROM PLANTING PITS. DIG ALL PLANT PITS TWICE THE SIZE OF �� � NO. REMARKS s DONDTCOMIAkNWOONVAUCTIDN �' ❑ ROOT BALL. BURLAP WRAP. 4NTYYRCE PIt WT"rPM01 I.HAS BEEN INSPECTEDANOAPPROVED 6Y AREPRSSENTATI4EOFiHEMNNICAPN_M. r 6. FINISH GRADE TOP SOIL TO A UNIFORM AND SMOOTH SURFACE. REMOVE ALL ROCKS AND u J * LOCATE FENCING IEE°"Tr�DRAwN FOREIGN MATERIAL 1"AND LARGER PRIOR TO LAYING SOD N CMTMAL R46T 2UtiE.SEE;iECT14N DRAiMNl3 C f , - N _ I 2"x 30"WOOD STAKES. iifCeFIL74113RIBLE FLAfl61Nd O —rxr LUMBER TREE 7. PROVIDE AND INSTALL ONE APPLICATION OF APPROVED PLANTING TABLETS FOR ALL PLANTS. N JJ PRbTECTION I I PROVIDE AND INSTALL ONE INITIAL APPLICATION OF STARTER FERTILIZER FOR SOD AREAS. ALL DRAWN TRAVIS " r FERTILIZERS TO BE APPROVED BY THE OWNER PRIOR TO APPLICATION AND APPLIED AT rr'HT r sT€Fe_u OkiANNBL OR FENCING ',. 3'YL Y'TIM9ER POSTS,MAX 6'O.C. - MANUFACTURERS RECOMMENDED RATE. DATE 06.19.2025 eLuED NI ORANGE PIN W. �lestt 'i 0 FERTILIZER TABLETS. SrzdW PENCE-;IIFE W.A- (� � _ EMAIL travis@mccarter-moorhouse.com us6e wse'�rTosocuR� 8. ALL PLANTS AND LAWN SHALL BE GUARANTEED FOR ONE COMPLETE GROWING SEASON AFTER O If CD CELL 208.859.0679 in OP HT.OF POST I e.-._!a_t= COMPLETION OF CONTRACT AND FINAL ACCEPTANCE. 11 � AHO4E4�FdDllNU L1f,dDISTURBED CRITICAL ROOTZCNE _ F,T 1_ LOCATE TPEE PRQTECTION FENCING OUTSIDE THE CRITICAL ROOT ZONE- 1'-0" SHEET NUMBER 2. NO SITE CONSTRUCTION OR DISTURBANCE IS PERMITTED BEFORE TREE PROTECTION 9. NEW LANDSCAPE AREAS TO BE PROVIDED WITH FULLY AUTOMATIC SPRINKLER Al . 1 ry TREE Inoge CTR N FENCING FENCING HAS BEEN INSPECTED AND APPROVED BYA QUALIFIEDTREE CARE PROFESSIONAL_ Lo not ko acoae SYSTEMS. 4 O 2025 COPYRIGHT McCARTER-MOORHOUSE N THESE PLANS MAY NOT BE USED BY ANYONE OTHER THAN EXISTING TREE PROTECTION TREE AND SHRUB PLANTING (L) McCARTER-MOORHOUSE WITHOUT PRIOR WRITTEN CONSENT. lit = 1'-0"