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PZ - Public Utility Plan ® Legend: Property Owner: '�= T H E PROPERTY BOUNDARY MATTHEW GARDNER 0 GARDNER HOMES � LAND PARCEL LINE 2078 WEST EVEREST LANE . MERIDIAN, ID 83646GROUP - - - - - ADJACENT PROPERTY LINE CENTERLINE Planner, Engineer, Landscape Architect: —— — ——— — —— — PARCEL SETBACK LINE THE LAND GROUP, INC. CONTACT:TAMARA THOMPSON - SS "^N EXISTING SEWER LINE W/MANHOLE 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 o W EXISTING WATER LINE PH: 208.939.4041 M EXISTING 8-IN SEWER � PIRR PROPOSED PRESSURE IRRIGATION LINE(BY OTHERS) 00 N Project Summary: o R8220650260 SS PROPOSED SEWER LINE W/MANHOLE \ 8 [7] [ [5] PROJECT LOCATION: LOCATED IN THE NORTHEAST QUARTER OF SECTION 32 TOWNSHIP 4 R8220650300 R8220650280 W PROPOSED WATER LINE NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY, IDAHO - - - - - - - -� SO SD PROPOSED STORM DRAIN LINE TOTAL PROJECT AREA: 4.58-AC ± SUMMERWOOD SUBDIVISION PROPOSED CATCH BASIN ( ) W. DAPHNE STREET EXISTING ZONING: RUT ADA COUNTY 10.11' _79.27' — N89015'37"W 289.66' 200.28' O O PROPOSED SAND AND GREASE TRAP PROPOSED ZONING: R-4 O WV 15' 70' 131' — — 74 PROPOSED MONITORING WELL TOTAL LOTS: 18 (INCLUDING 3 COMMON LOTS, 1 COMMON v Al — — — — — — OPEN SPACE TO INCLUDE �- — — — — — — — �� DRIVEWAY LOT) a / \ PICKLEBALL COURT / PROPOSED CURB L12 R9035120310 TOTAL UNITS: 14 SINGLE FAMILY LOTS 6957 S.F. �� I o RESIDENTIAL GROSS DENSITY: 3.06 (SINGLE FAMILY LOTS/TOTAL ACRES) � / \ 0.16 AC. / I Notes: I L13 / I I NET DENSITY: 5.05 (SINGLE FAMILY LOTS/DEVELOPED ACRES) 11433 S.F. L11 I o 1. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 12785 S.F. I T 31-3805(1)(b) CONCERNING IRRIGATION USE. ALL LOTS WILL BE PROVIDED PRESSURE OPEN SPACE ±25,303-S.F./0.58-AC/12.68% I IRRIGATION VIA THE EXISTING SYSTEM OPERATED BY THE HOME OWNERS S� \ I ASSOCIATION AND SUPPLIED BY SETTLERS IRRIGATION DISTRICT. FLOODPLAIN: THE PROPERTY DOES NOT LIE WITHIN AN ESTABLISHED FLOOD HAZARD AREA. // OO 60 \ i I 2. EASEMENTS CL \ I 2.1. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES, \ \ DRAINAGE AND IRRIGATION EASEMENT OF THE TEN (10) FEET CONTIGUOUS TO / I _ AND PARALLEL WITH ROAD RIGHTS-OF-WAY. HOWEVER,THIS SHALL NOT (I 1� L — — . , J PRECLUDE THE CONSTRUCTION OF PROPER HARD SURFACE DRIVEWAYS FOR 89 r 311� ACCESS TO EACH INDIVIDUAL LOT. vicinity Map: 2.2. A FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION w I I 8000 S.F. I I I R9035120320 EASEMENT SHALL BE PROVIDED ADJACENT TO AND PARALLEL WITH ALL NOT TO SCALE O / INTERIOR REAR YARD LOT LINES. _ 2.3. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION EASEMENT SHALL BE PROVIDED ALONG ALL EXTERIOR BOUNDARIES OF THE GCA \ / L10 I ti SUBDIVISION, EXCEPT WHERE NOTED OTHERWISE. r T — — -- / 8000 S.F. I 2.4. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. r Icy 9 I _ _ _ _ r — — —122— — — — "' I I 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING W CHINDEN BLVD EXISTING PAVED ROAD L1 g "' 6659 S.F. I W — REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. - - —121'- - - I 0.15 AC. I L15 I 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF I M I 15 - `� I 8000 S.F. THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. EXISTING 8-IN WATER I TYP TYP � o z I � 0 32 5. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC - _ � WATER SERVICE FROM THE CITY OF MERIDIAN. y L — — — — — — — — — — — J V `o I 8000 S.F. I o . m E~ w Q o r — — — — — 127- — — — — I I I = 6. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY ¢o F - o �, I I SEWER SERVICE BY THE CITY OF MERIDIAN. z PENN "' Q L - - - -121'- - - - - J • - - - - - ..a►r LU ~ o 0 15' I L16 I _ _ _ _ ^' 7. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH v J o � I 8000 S.F. I `0 F w PRESSURIZED IRRIGATION SERVICE WHICH WILL BE OWNED AND OPERATED BY THE � v, i ( I I c� HOMEOWNER'S ASSOCIATION. ¢ z o w w �l I I 47 I I Ico m F O a w I I R/W I 8. ALL INTERNAL STREETS ARE TO BE PUBLIC AND WILL BE DEDICATED TO THE ADA z , z z " LU `Mr' L — — — — — — — — — — — J L8 I I w �3 COUNTY HIGHWAY DISTRICT. STREET CONSTRUCTION WILL BE IN ACCORDANCE WITH Y Q I 8000 S.F. I 6' x� c� o — — — — — o R9035120340 THE ADA COUNTY HIGHWAY DISTRICT STANDARDS AND REQUIREMENTS OF THE IDAHO 127- - - - - r I I o STANDARDS FOR PUBLIC WORKS CONSTRUCTION. PROJECT , _ O m N I I I I o LOCATION CD a ) L — — — — 121'— — — — — J 9. THE FOLLOWING LOTS ARE IDENTIFIED TO BE COMMON AREAS AND SHALL BE OWNED :4 it 8435 S.F. . w - 33 f " "' BC-BC ° � - - - - - - - - - - I I L17 I AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. _ � , - - - - 9.1. LOT 5 WMCMILLANROAD -- � I I l I I 9.2. LOT 12 _ 9.3. LOT 18 c) \ W = Q I- - - - - -114-- - - - - L7 8000 S.F. i .r � =LZ co 87' 7y' ZoningRequirements: �* � 00 i a �� I PER CITY OF MERIDIAN U.D.C.TITLE 11, CHAPTER 2 W. RIVA CAPRI STREET/ (0 I R9035120350 c� M -- " ,F-L8NDRIVEWAY L6 \ — _45 J DIMENSIONAL STANDARDS: R-4 ZONING p c� r �1781 S.F. � MINIMUM PROPERTY SIZE/ 8,000-SF am CZ � 2i w ti DWELLING UNIT(IN SQUARE FEET) 14' 50' o 35' 12 66, N MINIMUM STREET FRONTAGE 60-FT Revisions 1� o N 19, r I I STREET SETBACK TO GARAGE 20-FT(LOCAL) 1 w 5' 5' W I TYP' I I TYP. , F I I , STREET SETBACK TO LIVING AREA 15-FT(LOCAL) I I I i t i t I INTERIOR SIDE SETBACK 5-FT L3 I � r L4 8019 S.F. REAR SETBACK 15-FT L2 801S.F. L5 r 8000 S.F. I T 8000 S.F. I _� I I 6' 16017 S.F. "' Lu I I I I T I I j 0.37 AC. (35�, STREET LANDSCAPE BUFFER 25-FT(ARTERIAL) R9035120360 MAXIMUM BUILDING HEIGHT 35-FT I I I I I I I I I I I I I OPEN SPACE TO INCLUDE L J - - - - - L - - - - - - - L - - - - - J I IRRIGATION POND M T �+ T w 63' 0 64' 63' 63' 61' I - - - - Curve 1 able 50'RIGHT-OF-WAY �� R9o3512040o CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH 5SZp14AL � I I - �OENSF l'd T r�R�� EXISTING GRAVITY C1 35.54 45.58 44 4030 S22 5758 W 34.65 9�� �' R/W�—R/W 310 RAU IRRIGATION STRUCTURE ° ° F, /W R/W C2 19.59, 25.00' 44°53'26" S22°51'44"W 19.09, OHP OHP �� P OHP OHP OHP OHP OHP OHP 1��617' �2 ' '' EP 3F - - -EG- - EP EG - - - EG - EP - - - - - E G - - - EG — }`'EG EG o ° ° �,;,, C3 31.43 20.00 90 02 25 S44 33 45 E 28.29 o N89°17'59"W 20.00' - EF — EP N } EP - - - - EP OF �O N N- co " _ LU RA�� z o W. MCMILLAN ROAD (ARTERIAL) '� � g g Q "' - - - EP - - - - - - - EP _ a 0311812022 ,( EP 2344.17' EP EP EP - S89°35'49"E 309.83' E' - r _ c� EP - - - - - Project No.: 121130 N89 3549"W 2654.00 ` —�, r EP SW COR SEC 27 (BASIS OF BEARING) S 1/4 CDR SEC 27 �� Date of Issuance: 03.18.2022 CP&F#2017-116131 c� R/W Project Milestone: Preliminary Plat CP&F#2015-079245 R/W R/W R/W R/W R/W R/W R/W R/W -IR/W - R/W Preliminary Plat E Overview s � ;g PreliminaryPlat-Overview 40 80 Horizontal Scale: 1" = 40' PP=01 S THE N LAND co �F fr Ir I WV 47'R.O.W. - GROUP 10, N 23.5 23.5 JOINT TRENCH C 2' 5' 16.5' 16.5' 5' 2' UTILITY i I EASEMENT (TYP. BOTH SIDES) � 3"y g:1 Cn 1.75.75%% 2% 2% 1.75%±0.25% 31 EXISTING 8-IN SEWER (BY 37 OTHERS) \� I - 5 THICK CONCRETE 5 THICK CONCRETE I SIDEWALK SIDEWALK o a a STANDARD 3"ROLL STANDARD 3"ROLL CURB AND CURB AND GUTTER 2.5-IN ASPHALT CONCRETE GUTTER 4-IN OF 3/4"MINUS CRUSHED S U M M E R W O OD SUBDIVISION CONSTRUCT FULL DEPTH AGGREGATE BASE,TYPE 1 CONSTRUCT FULL DEPTH W. DAPHNE STREET - J ROADWAY BASE SECTION. ROADWAY BASE SECTION. - -2547- r2S4� EXTEND 6-IN MIN. BEYOND TOP 12-IN OF 6"MINUS UNCRUSHED EXTEND 6-IN MIN. BEYOND TOP T AGGREGATE BASE BACK OF CURB. BACK OF CURB. J� k PI RI—' I R -—X- - - - COMPACTED SUBGRADE r - - - - - - --\ ti5 - - - - - - - - �1 - I \ / I Local Road - West Riva Capri Street Section L12 / / 6957 S.F. / I Scale: NTS / \ 0.16 AC. - L13 11433 S.F. I! / L11 // > -2545 ------12785 S.F. I � � I / \ N I I 50'R.O.W. 0 \\ I U \ 1 I 25' 1 I I L - - - - - - J .� 18' 5' 2' 31, cn a 0- � III Imo° L, L14 Ico r - - - - - - � �. uU w w = I 8 I 10.8± 13.5± 4 8000 S.F. I O 2% 2% 2'SAWCUT 1.75%±0.25% °� I --- I — -- - - - - _ _ _ - - - - u I - 25 be 14' 1-10 v>�,�� - -- - - - - - - - - 77: 5"THICK CONCRETE L- - - - - - - - - � / 8000S.F. - - - � SIDEWALK :311111 EXISTING PAVEOAD / ID 3"ROLLL18 EXISTING BUILDINGD GUTTER Q 659 S.F. I TO BE REMOVED raj I 2.5-IN ASPHALT CONCRETE T I 15 AC. I W - oo I L15 - - - - - - - - °C 4-IN OF 3/4" MINUS CRUSHED E I 8000 S.F. Y) � I I AGGREGATE BASE,TYPE 1 EXISTING 8-IN WATER I O° z �'1 o �2' 12-IN OF 6"MINUS UNCRUSHED III I _ � I L9 I � AGGREGATE BASE a L - - - - - - - - - - - I 8000 S.F. > CA - COMPACTED SUBGRADE LU z w i I I Cn L — J a - - - Local Road - Joy Street Section Q ,I L16 1 - -- - z I o - - - -- - - - - - � �I w < �, I 8000 S.F. - LU 2Scale: NTSCA w I I �S4j PP-� -I-- --2546- -- I — L - - -� - - - - - J I L8 Y =8000 S.F. I cr I r - - - - - - - - - - - - R n N I 33' - L= - - - - - - - - - J / 00 I I °C I L17 I BC-BC - - - - - • - - - - - - - 25'SHARED DRIVEWAY/COMMON LOT a 2 N d r - - - - - � i CCUalso I 8435 S.F. � � I I EXISTING BUILDING P-0 I I I «�3 TO BE REMOVED 10, 10, UJ � I I- - - - - - - - - - - � _ A L7 I = 8000 S.F. _ a - 12"RIBBON = Cr) w I CURB ) o\o 1 � 0 `- I VARIES I VARIES - � � '34, II3L I_ �-- -- W. RIVA, CAPRI STREET � CJ Zoo -� o M m "W DRIVEWAY IccM ' - - — x L6 - - CO ICI f 81SS 1781 S.F. � xI I 1 oc I I ac Revisions d r I 2.5-IN ASPHALT CONCRETE 1 3 I4-IN OF 3/41,MINUS AGGREGATE BASE,TYPE I I I I III 12-IN OF 6"MINUS UNCRUSHED �I PP-0 I I hill i F _ i I PP-0 al I I II II 1 I I I I AGGREGATE BASE �I 254 2S4 `�. COMPACTED SUBGRADE cm L3 I L4 ' I I 8019 S.F. I I 8013 S.F. I 8 I I I L1 I' I N L2 8000 S.F. I ' I 8000 S.F. � I Q] L5 16017 S.F. I -� Shared Driveway Typical Section 0.37 AC. '35, I II od I I I I I I li � Scale: NTS � I II al I I IIIIII I I ,' � I I , I N I Ilyi� IIII � III L - - - - - - � — III - -- J L - - - - - - - L - - - - - J I � M � a III t PIRR PIRR PAR PIRR °� PIRR C�IRR • x - x _ -X --- X-- --X - _ �I -2550 25 A I 1 48 �9' gSZO14 L E� DENS G'l v, IRR�— EXISTING GRAVITY c� �� Fp 'F' R/W N _ -- - _ _ _ _ _ _� - - -- - -- - _ - - IRRIGATION STRUCTURE Glf3 - -_ -- - -y - - - - OHP P GIR _ J HP——�- \ - - - _ - - - - r -R/W 2548-R - - _ HP�- -�FfP �� _ - - - - �2548_EC _ -2550 EP 2549_ _ TgTe OF\oP ' I W W W W W � EP W E W EPW FP G — �GIO RAC W. McMILLAN ROAD EP EP-- EP— EP EP EP EP 0311812022 - - - - - - - - - - - EP - EP E - - - - - EP— Project No.: 121130 E Date of Issuance: 03.18.2022 Project Milestone: Preliminary Plat R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W Preliminary Plat E m Concept Improvements s Preliminar PlatmConcept Improvements Proect Overview Project Overview � � 0 40' 80'o@ � j Horizontal Scale: 1" = 40' PP=02 THE - - - I s - \\I III I I I II I II IIII iIIl\I I�I I I II I II I I I i I`IJI\Iy I I II I�I'I�I// I}III1 1 I i—A A�I(III 1I ����'I I I W I`I��WWWW©F—WWWWWWWWWWWW�WWWWWWWWWWWWWWWWWWWWWWWWWWWWW'.;WWWW•��•�WWWWWWWWWWWWWWWWWWWWWWWWWWWWW-�—•*iIII'WWWWWWWWWWWWW••W \--�roW_--WWWW-I—_-_r\-W�W•—__\.i-�l-/—�_�W—/s W—/_),-WWWW/—W_W-/-_WWWW W/\/�OW IIIII-I—I I 1 I1 I�-WW/D\W(3 m\W)WWW-MWW\-X II�II II-SWW_/'h-_WWW P-�i�-nWW,W�W—/I II I IIII W WW,�W,•�W-WWWWWW.WWWW•WWW��_oWW WWWW� /WWWW O_a WWwW�•I I I W1 WWW-WWWWW-WPWW�"��6—WW WWW WW WWWi. WWWWW I.W WWWW°WW/WWWW_W_WWWWW II1I I1I 1 II aW�WWW V.'W\WW,�WW IIII/III II�I1I II WII I_1L II�II_/WW II I1II II 1 I1 1 I WI I I W- � J11I [ ------- P L/VAA//NVA T\ Sv\�CvA Hv/VvAv A v E/vAD/v UA�-v v L j /E � � M//j/-��• jat�- e r•/ -i�a l� L e g e n d T TREES BOTANICAL/COMMON NAME SIZE CONTAINER P RES E RV E A ND PRO T E C T. .OZ0. r, d, II LAND MITIGATION TREE: 2-INCH )_PIR PIR PIRR PIRR AA ACER FREEMANII 'AUTUMN BLAZE' AUTUMN BLAZE MAPLE 2"CAL. B&B CALIPER TO BE PLANTED BY W PI� LANDSCAPE AREA:TURF WP GROUP0 HOMEOWNER OR BUILDER. W W W W W GS GLEDITSIA TRIACANTHOS SKYLINE /SKYLINE HONEY LOCUST B&B 2 30-CALIPER INCHES TOTAL. MALUS X SPRING SNOW /SPRING SNOW CRAB APPLE 2"CAL. B&B RETAIN AND PROTECT REMOVE AND DISPOSE OF EXISTING TREE, INSTALL EXISTING TREE, GRIND CLASS IITREES BOTANICAL/COMMON NAME SIZE CONTAINER(3) GS 12 PROTECTIVE FENCE AROUND STUMP 18" BELOW EXISTING W W W W W 6957 S.F. TG TILIA CORDATA 'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN 2"CAL. B&B TREE. GRADE MIN. 0.16 AC. L13 SHRUBS BOTANICAL/COMMON NAME SIZE CONTAINER 0 0 0 - 6'OPEN STYLE METAL FENCE. 11433 S.F. CH CORNUS ALBA 'BAILHALO' TM/IVORY HALO DOGWOOD 5 GAL. T L11 CR CORNUS SERICEA/RED TWIG DOGWOOD 5 GAL 12785 S.F.2 HXP HEMEROCALLIS X 'PARDON ME' /PARDON ME DAYLILY 5 GAL. 6'TAN VINYL FENCE LS2 LAVANDULA ANGUSTIFOLIA 'MINI BLUE' /MINI BLUE ENGLISH LAVENDER 1 GAL. RF ROSA X 'NOARE' TM FLOWER CARPET RED GROUNDCOVER ROSE 3 GAL. 2 x----x----x----x----x EXISTING SOLID FENCE TO REMAIN. W ndKeynote Lege 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. • 2. END FENCING, SEE LEGEND FOR FENCING TYPE. LL_ 3. 40'X 40'CLEAR VISION TRIANGLE. w II' L14 cc: � 4. GRAVITY IRRIGATION HOLDING POND FOR PRESSURIZED IRRIGATION. 8000 S.F. Existing Trees 1. EXISTING SILVER MAPLE TO BE REMOVED:TREE IS IN UNHEALTHY CONDITION AND SHALL NOT REQUIRE MITIGATION. L10 2. EXISTING SILVER MAPLE TO BE REMOVED:TREE IS IN UNHEALTHY L — — — — — — — — — — — - - 8000 S.F. CONDITION AND SHALL NOT REQUIRE MITIGATION. 3. EXISTING ELM TREE TO BE REMOVED: TREE OVERALL STRUCTURE, _ _ _ _ _ _ _ _ _ _ _ / FORM,AND HEALTH ARE NOT SATISFACTORY AND SHALL NOT MITIGATION. 18 4. EXISTING FLOWERING PLUMB TO BE REMOVED:TREE IS IN HEALTHY 6659 S.F. •L — — — — — — — — — — — — — CONDITION AND SHALL REQUIRE MITIGATION. CALIPER 10-INCH. 015 AC. 4. EXISTING FLOWERING PLUMB TO BE REMOVED:TREE IS IN HEALTHY CONDITION AND SHALL REQUIRE MITIGATION. CALIPER 10-INCH.L15 8000 S.F. , TOTAL MITIGATION FOR HEALTHY TREES REMOVED SHALL BE 20-CALIPER INCHES. L9CA 8000 S.F. Project Calculations :01 A. WIDTH OF STREET BUFFER: 15' J B. LINEAR FEET OF STREET FRONTAGE: 570 FEET(N.JOY ST.)hi - - - - - - - - - - - - - L16 C. NUMBER OF STREET FRONTAGE TREES: 16 (N.JOY ST.) 8000 S.F. — (1 PER 35 LINEAR FEET) w D. RESIDENTIAL SUBDIVISION TREES: 10 TREES CA F— � L EWATER RETENTION . ACREAGE DEDICATED FOR COMMON OPEN SPACE: .58 ACRES. LJJ (25,302.85 SQ FT)r 8000 S.F. BASIN 1 MULCH cc i _ F. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT: 12.68% J (MINIMUM 12%) G. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 7 PROVIDED L17 (1 PER 3,615 SQ. FT.)r CM) 8435 S.F. -CALIPER INCHES,H. MITIGATION FOR REMOVAL OF EXISTING TREES: 30 -REQUIRED.BACKFILL WITH SOIL PLANTING 20 2) ma VFERTILIZER TABLETS MIX. SEE SPECIFICATIONS FOR 4 L7 ADDITIONAL INFORMATION. cc 8000 S.F. Za CZw 2 WCO M WSW W W W W 5 C.) 0 3 J L6 � LO 1781 S.F. cc oO Shrub Planting 2 Scale: NTS Revisions NOTES: 1 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TORESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THEYEAR WARRANTY PERIOD. LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED.2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO 4 NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TOL3 L4 8019 S.F. 8013 S.F. INSTALLATION OF PLANT MATERIAL. L1 L2 PREVAILING WIND DIRECTION 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE 0CLI 8000 S.F. 800 S.F. 5 STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH16017 S.F. TREE WRAP TRUNK PROTECTION, 0.37 AC. GALVANIZED NAILS TO PREVENT SLIPPAGE. REMOVE AFTER INSTALLATION2 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE ARCHITECT IMMEDIATELY. 2"x 2"x 8'CEDAR STAKE-DO NOT PENETRATE ROOTBALL. AA (4 ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. CR (9) CH (14) L - - - - - - - - -� LOF LS2'(9) � - - - - - - - - J — — — — — — — — SOIL LINE MULCH LAYER, KEEP MULCH 3"AWAY FROM S\ �LR TRUNK PI PIR dPIR IQ W, a W, W, a W, , UTILIZE SOIL/ROOT PROBE AROUND TRUNK el SPECIFICATIONS FOR ADDITIONAL INFORMATION.© BACKFILL WITH SOIL PLANTING MIX. SEE RF (APPROX. 34"AWAY FROM TRUNK)TO LOCATE 3 XP (15) 0 0 0 0 0 HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE 0000o POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL.(9) �ISHGRADE � 44SR/W v AY — REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP 03/18/2022 %OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC MMERCIR/W R R/W W W � -w R/W AL SLOW RELEASE FERTILIZER TABLETS Project No.: 1 OHP OHP 1 _ FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY Date of Issuance: 03.182 01P 2 3I a2 ONLY BIODEGRADEABLE BURLAP SHALL BE E ro ecMestone: relmina ryEP EG EG tG W REMOVED.W W W W W W � In EP EP LEFT ON THE BOTTOM OF THE ROOTBALL.W %% SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL Preliminary Plat W W pW 'o-, W. McMILLAN ROAD Landscape Plan 2x ROOTBALL DIAMETER \ 0t M� PreliminaryPlatmLandscape Plan 0 30' 60' Deciduous Tree Planting 3xR00TBALLDIAMETER 2.E a Scale: NTS Horizontal Scale: 1" = 30' LP=01