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HomeMy WebLinkAboutCC - Pre-Plat ® 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 G 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 iL12 / o 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 L13 Notes: i II / I I 11433 S.F. NET DENSITY: 5.05 (SINGLE FAMILY LOTS/DEVELOPED ACRES) 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 / 41 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 L — — .89,— — — J PRECLUDE THE CONSTRUCTION OF PROPER HARD SURFACE DRIVEWAYS FOR ACCESS TO EACH INDIVIDUAL LOT. vicinity Map: 31), 2.2. A FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION 2,.,., I L14 � � I R903512 03 0 EASEMENT SHALL BE PROVIDED ADJACENT TO AND PARALLEL WITH ALL NOT TO SCALE O LL 8000 S.F. I 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 CA L10 I ti SUBDIVISION, EXCEPT WHERE NOTED OTHERWISE. M L— — — — — — — — — -- / 8000 S.F. I 2.4. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. r _ _ _ _ _ 122— — — — CV "' I 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING W CHINDEN BLVD EXISTING PAVED ROAD r / l I f L I REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. "' 6659 S.F. — — — — - - - r Q I W � 121 0.15 AC. I L15 I 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF - ; 20, - - - - - - - - I � I 15' THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. " 8000 S.F. tjj TYP. '� Lo � TYP. o z 3 EXISTING 8-IN WATER I Y co 5. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC - • I I L9 I R9035120330 WATER SERVICE FROM THE CITY OF MERIDIAN. CAL - - - - - - - - - - - J V `� 8000 S.F. I cI m� w — 05 r — — — — — 1271- — — — — I I m 6. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY ¢ PENN z �, J ti I I SEWER SERVICE BY THE CITY OF MERIDIAN. o r ¢ I I cn � a p ca r Q I I L - - - - - - - - - r . ' g.4 121'- - - - - a ¢ t "' Co CD C) 15, 7. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH c J ~ C\Jv ( `0 I 8000 S.F. I `o F w PRESSURIZED IRRIGATION SERVICE WHICH WILL BE OWNED AND OPERATED BY THE LD _� HOMEOWNER'S ASSOCIATION. ¢ w 6 I 47 I I (C9 O `� a w I R/W i I 8. ALL INTERNAL STREETS ARE TO BE PUBLIC AND WILL BE DEDICATED TO THE ADA z , z z w wCM `Mr' L — — — — — — — — — — — J L8 I w 33, COUNTY HIGHWAY DISTRICT. STREET CONSTRUCTION WILL BE IN ACCORDANCE WITH _ Y Q _ I 8000 S.F. I 6' c) o — — — — 127_ — — — — o R9035120340 THE ADA COUNTY HIGHWAY DISTRICT STANDARDS AND REQUIREMENTS OF THE IDAHO '��! � ¢ r o STANDARDS FOR PUBLIC WORKS CONSTRUCTION. PROJECT ; 0 m C\Jo I I I o LOCATION o z a �I I I 6, L — — — — 1211— — — — — J 9. THE FOLLOWING LOTS ARE IDENTIFIED TO BE COMMON AREAS AND SHALL BE OWNED -4 w "' I L17 33 - - - AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. BC-BC _8435 S.F. - - - - - - - - - - - 9.1. LOT W MCMILLAN ROAD alsoI O° F- I l I 9.2. LOT 12 f \ I 9.3. LOT 18 �, c) 8000 S.F. I — co w w 87' 2� Zoning Requirements: - 00 a �Y� I �4PER CITY OF MERIDIAN U.D.C.TITLE 11, CHAPTER 2 � � W. RIVA CAPRI STREET/ R9035120350 M -- 8NDRIVEWA \ — _ J I ti DIMENSIONAL STANDARDS: R-4 ZONING p = oo L6 45' Lo 0 1781 S.F. CD MINIMUM PROPERTY SIZE/ 8,000-SF � � C=) � w DWELLING UNIT(IN SQUARE FEET) K/VV 14' 50' o 35' 12, 66, N MINIMUM STREET FRONTAGE 60-FT Revisions 1� 19, r STREET SETBACK TO GARAGE 20-FT(LOCAL) 1 w 5' 5' �I- W TYP. I I TYP. , F I I , STREET SETBACK TO LIVING AREA 15-FT(LOCAL) I I I INTERIOR SIDE SETBACK 5-FT L3 I � r L4 8019 S.F. 8013 S.F. REAR SETBACK 15-FT L2 L5 r 8000 S.F. T 8000 S.F. 16017 S.F. `� `� I I I T I I j 0.37 AC. (35�, STREET LANDSCAPE BUFFER 25-FT(ARTERIAL) R9035120360 r I I I I MAXIMUM BUILDING HEIGHT 35-FT OPEN SPACE TO INCLUDE - - - - - - � - - J L - - - - - - � L- - - - - - J IRRIGATION POND �+ w 63' T � 64' 63' 63' 61' I - - - - C Turve 1 able 50'I RIGHT-OF-WAY (39) R9o3512040o CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH 5SZp14AL d T r�R�� EXISTING GRAVITY 9�� �\CENSF0 R/W�—R/W 310 IRRIGATION STRUCTURE C1 35.54 45.58 44°4030 S22°5758W 34.65' OHP OHP P Opp /W R/W C2 19.59, 25.00' 44°53'26" S22°51'44"W 19.09, ff'2 �� 0 OHP OHP OHP OHP OHP 1��617 — EP 3 - - -EG- - EP EG - - - EG - EP - EG - - - EjfG - - - EG — }`'EG EG o ° ° q �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 TE OF�O N N- co " _ L RA�� z o W. MCMILLAN ROAD (ARTERIAL) '� � Q "' - - - EP - - - - cD- - — 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 /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 �— -- - - - - _ _ _ - - - - 46 -- --� CA 25 be 7. i ��������i�i�i� - - - - - - - - - - - Ll g i%�T�i✓�ii������ �� ��y - - - - -- - - - - - - - 77: 5"THICK CONCRETE - - - - - - - - � / 8000S.F. n\ - �%%%%�%%%%%�! SIDEWALK / - - - I D 3"ROLL :311111 EXISTING PAVED ROAD � L18 I EXISTING BUILDING � '- D GUTTER 1 659 S.F. TO BE REMOVED W �I��, �� = - - �- - � I�� T I 15 Ac. I I w 2.5-IN ASPHALT CONCRETE 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 o �1 12-IN OF 6"MINUS UNCRUSHED III � I L9 I _ AGGREGATE BASE y V I L - - - - - - - - - - - � I I 8000 S.F. I j > 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- - 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 3L VARIES I VARIES CJ � - II _ _ -- -- W. RIVA CAPRI STREET I 2% -� o M m "W DRIVEWAYcc - _ M ' - - — U "i x I I I r i m L6 r _ — — �O CD - - _ tom _ .; 81SS 1781 S.F. xI I oc I I ac Revisions 1� d r I 2.5-IN ASPHALT CONCRETE 1 I - -�I� I I AGGREGATE BASE,TYP4-IN OF 3/41,MINUS E I I I III 12-IN OF 6"MINUS UNCRUSHED �I PP I I hill PP-0 I I � �I I I I I 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 N I Ilyi� IIII � III - - — — — — - -- J L - - - - - - � L - - - - - J II t I M AT PIRR °� PIRR � PAR� PIRR °� PIRR C�IRR • X - x _ -X --- X-- --X - -2550 25 A DENS 0'1 v, IRR�— EXISTING GRAVITY c� �� FS 41 R/W N _ -- - _ _ _ _ _ _� - - -- - -- - - - IRRIGATION STRUCTURE � -GiRI a�--�� GIJ� F��i\�-_- _-2547 = _-- - - - - OHP .. nu s P GIR - -' fP= J HP- \ - - - -- - - - -_ - r -R/W -- 2548-R/W - 2 - - - - - - � W W �2548_EG --�l =2550 �FfP _ � � '�� �W - EP g- - I W W W �� W E W EPW 254 �qTE OF 0 W. McMILLAN ROAD EP EP EP EP EP EP EP 03/18/2022 - - - - - - - - - - - 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 W -W W W •W W W W W W W I PLANT SCHEDULE Material Legend T TREES BOTANICAL/COMMON NAME SIZE CONTAINER LAND MITIGATION TREE: 2-INCH )—_PIR PIR PIRR PIRR AA B&B W PI� CALIPER TO BE PLANTED BYLANDSCAPE AREA:TURF W ITI HOMEOWNER OR BUILDER.GS GLEDITSIA TRIACANTHOS SKYLINE /SKYLINE HONEY LOCUST B B 2 GROUP 0 30-CALIPER INCHES TOTAL. — — — — — — — — — MXS 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 \ I W W W W (3) GS W " 1�" W W W W W / �_I CLASS II TREES BOTANICAL/COMMON NAME SIZE CONTAINER PROTECTIVE FENCE AROUND STUMP 18" BELOW EXISTING W• W / W W W W W 6957 S.F. W W W W W / I 1 TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 2"CAL. B&B TREE. GRADE MIN. \ I / W W W W / \ W W ,, W W W • 0.16 AC. _ / I L13 \� W W W W W W W W W W W W W / I SHRUBS BOTANICAL/COMMON NAME SIZE CONTAINER 0 0 0 — 6'OPEN STYLE METAL FENCE. W W I 11433 S.F. ,��W W W W �. / I W W \ W W W w W W W W W I CH CORNUS ALBA 'BAILHALO' TM/IVORY HALO DOGWOOD 5 GAL. T W W I /� W W 'V W ,,, V/W W W�W W W �W / L11 CR CORNUS SERICEA/RED TWIG DOGWOOD 5 GAL W W• W I // W W W W W 2 W W 12785 S.F. I \ HXP HEMEROCALLIS X 'PARDON ME' /PARDON ME DAYLILY 5 GAL. 13 0 LAVANDULA 6'TAN VINYL FENCE LS2 W � RF ROSA X 'NOARE' TM/FLOWER CARPET RED GROUNDCOVER ROSE 3 GAL. W W / 2 9� � I ----x----x----x----x----x- EXISTING SOLID FENCE TO REMAIN. W W Ir \ \\ \ I lZ Keynote Legend W W � 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. — — — — — — — — J 2. END FENCING, SEE LEGEND FOR FENCING TYPE. W II 3. 40'X 40'CLEAR VISION TRIANGLE. I W W*W I I — — — — — — — — � 4. GRAVITY IRRIGATION HOLDING POND FOR PRESSURIZED IRRIGATION. I w � W W I' L14 � -- � � I II W W I 8000 S.F. 3:I Existing Trees I W W W CC I I 1. EXISTING SILVER MAPLE TO BE REMOVED:TREE IS IN UNHEALTHY W •W I \� // I CONDITION AND SHALL NOT REQUIRE MITIGATION. L10 W I 2. EXISTING SILVER MAPLE TO BE REMOVED:TREE IS IN UNHEALTHY W L — — — — — — — — — — — — - / 8000 S.F. I CONDITION AND SHALL NOT REQUIRE MITIGATION. D11' 3. EXISTING ELM TREE TO BE REMOVED: TREE OVERALL STRUCTURE, t _ _ _ _ _ _ _ _ _ _ _ FORM,AND HEALTH ARE NOT SATISFACTORY AND SHALL NOT WI / MITIGATION. 18 I I I 4. EXISTING FLOWERING PLUMB TO BE REMOVED:TREE IS IN HEALTHY 6659 S.F. I •L — — — — — — — — — — CONDITION AND SHALL REQUIRE MITIGATION. CALIPER 10-INCH. I I 015 AC. I I 4. EXISTING FLOWERING PLUMB TO BE REMOVED:TREE IS IN HEALTHY W I L15 I — CONDITION AND SHALL REQUIRE MITIGATION. CALIPER 10-INCH. Z W W I 8000 S.F. I I I - 5. EXISTING TREE TO REMAIN, PRESERVE AND PROTECT. I � O W W I I I TOTAL MITIGATION FOR HEALTHY TREES REMOVED SHALL BE 20-CALIPER L9 � � INCHES. l l� W W W � I 8000 S.F. I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I Project Calculations W r I I A. WIDTH OF STREET BUFFER: 15' o I W i W I I - - - - - - B. LINEAR FEET OF STREET FRONTAGE: 570 FEET(N.JOY ST.) III i W W °C I L16 I — — — — — — — — — — — — — — C. NUMBER OF STREET FRONTAGE TREES: 16 (N.JOY ST.) W W W I 8000 S.F. (1 PER 35 LINEAR FEET) w W I I I I D. RESIDENTIAL SUBDIVISION TREES: 10 TREES CA II I F— � W• W — — — — — — — — — — — J I L8 I WATER RETENTION E. ACREAGE DEDICATED FOR COMMON OPEN SPACE: .58 ACRES. L U r " W W L I 8000 S.F. I BASIN (25,302.85 SQ FT) W W d _ _ _ _ _ _ _ _ _ _ _ — _ — I I MULCH LAYER W 9 i oc I I F. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF W I DEVELOPMENT: 12.68% �•� W I I I I �� (MINIMUM 12%) I / I — — — — — — — — — — — �� LjAAjAA �� � _ �� /A�jA�j� G. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 7 PROVIDED Fm L17 — VA/V�/j /�A�j�A/�� (1 PER 3,615 SQ. FT.) I W I 8435 S.F. - /AA � � � � � �� � � �� /�A/�A� H. MITIGATION FOR REMOVAL OF EXISTING TREES: 30-CALIPER INCHES, W W W I I VVA/VA/VA /VA/VA/VA/VA/VVVVVV 20-REQUIRED. AA(12) COMMERCIAL \/////////// //A//A//A//A//A//�//�//�//�//�// BACKFILL WITH SOIL PLANTING x FERTILIZER TABLETS \VAjAAjAAj jAAjAAjAAjAAjAAjAAjAAjA�jA�jA�A� MIX. SEE SPECIFICATIONS FOR / 4 I � v — — — — � L7 I ADDITIONAL INFORMATION. � I 8000 S.F. I a Z IW O W W W W W W W W W / - w (� _ I I 2 W °C c0 I (3) MXS \ \ — W— W W — W W — W � 00 W 5 I I L6 � - - - - J � Z I 1 O 1781 S.F. o 2 Shrub Planting II I � Scale: NTS IRevisions NOTES: 1. 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; I � � YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE W W I I I I I I I I 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. II W . W I I I I I I I 4 NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3 L3 I L4 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO II W I I I I I I I INSTALLATION OF PLANT MATERIAL. II W W L1 I I L2 I I 8019 S.F. I 8013 S.F. I PREVAILING WIND DIRECTION 5 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE 8000 S.F. I I 8000 S.F. I I STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH 16017 S.F. GALVANIZED NAILS TO PREVENT SLIPPAGE. TREE WRAP TRUNK PROTECTION, W W I I I 2 I 0.37 AC. REMOVE AFTER INSTALLATION I I W W W I I I I 6 I I 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. W I I I I I I I 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE I W W ARCHITECT IMMEDIATELY. 2"x 2"x 8'CEDAR STAKE-DO NOT PENETRATE ROOTBALL. I I I W W o°Ccl I I I I I I I I ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. AA (4 � CR'(9) W W I \\IIIII//7 II I I CH (14) ' L - - - - - - - - -j L - - — � OF II I LS2'(9) - - - - - - - - J L - - - - - - - - J SOIL LINE � � \� MULCH LAYER, KEEP MULCH 3"AWAY FROM \�\\S\P�L R TRUNK © W W o W W W O W W P W o P W PIP PIR PIR � �,a W W W, �a W W W DWQ W W W W, Wa W W W, ° a W W ° W W, UTILIZE SOIL/ROOT PROBE AROUND TRUNK — _ j W W W W W W W W W W W W W W W � W W W � a W W W �d a W ui a BACKFILL WITH SOIL PLANTING MIX. SEE RF(9) ©©`' 1 (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE LA-16 8 ~'9 W- W o W, W• 2 oW W W o \\ 3 SPECIFICATIONS FOR ADDITIONAL INFORMATION. , XP (15) o 0 0 0 0 0 0 0 0 0 o W W W W W 1 W W W W W W W W W W W W W W W W W W W W W _ HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE j1I1 L1- iRR POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. ��� �ij h R/W R/W R/W —TG (9) FINISH GRADE /� fts P"?\ �\ W - ! REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP W W W�W W W W W—•� W W W W W W W W W W W W W W W W W W W 03/18/2022 3 /J 4- R/W 1 \ \� c R R� W W W W W—W Y _W W W W W W W W W W W W W W W W W )W W W W W W W W—W W W W W W W W W ' W �— W W —W - W W W W SIN - - /OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC COMMERCIAL SLOW RELEASE FERTILIZER TABLETS Project No.: 121130 - OHP OHP _ _ _ — 11H HpIN �rt� w W W W FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO o / �" W\- W .-E( ..�W T"--'l`�- ��• . W—P_ ,/"�— W-=-y, W___ Y W W W W W W W Wes!• W W W I _ Date.Of ISSUanCP.: 03.18.2022 _ — — l7 WRAP THE ROOTBALL, IT SHALL BE COMPLETELY W W W EP W W W W W �� EP G Ell EG €G— — — __E� __ - EG EC,� -_ REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BEEG _ IN EP ins W EP W W Ep - - — - \// // a I W. M c M I LLAN ROAD W W W W—® I EP LEFT ON THE BOTTOM OF THE ROOTBALL. \ \j�\j�\j�\ \//\//\//\//\//\�j\/ V�V�V� SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL PI'el11111na1'y Plat 0 Eit — — — — — — — — _ _ _ Landscape Plan s 2x ROOTBALL DIAMETER M� PreliminaryPlatmLandscape Plan 0 30' 60' Deciduous Tree Planting 3xR00TBALLDIAMETER 2.E a Scale: NTS Horizontal Scale: 1" = 30' LP=01