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HomeMy WebLinkAboutPZ - Preliminary PlatC/ L O F 2 9 ' R . O . W . ( 2 7 ' S T R E E T S E C T I O N ) RE D U C E D - L O C A L S T R E E T D E S I G N 2 PR O P E R T Y L I N E EX I S T I N G 2 0 ' U T I L I T Y EA S E M E N T EX I S T I N G 2 0 ' U T I L I T Y EA S E M E N T 1 4 ' - 6 " 1 4 ' - 6 " 20' FRONT (GARAGE) YARD SETBACK 10' FRONT (LIVING) YARD SETBACK PR O P E R T Y L I N E PR O P E R T Y L I N E EN T R Y CO U R T Y A R D EN T R Y CO U R T Y A R D 345 6 9 10 11 15 16 17 EX I S T I N G 2 0 ' UT I L I T Y EA S E M E N T S T A R D R I V E BRIGHT ANGEL 2 0 ' F R O N T (G A R A G E ) Y A R D S E T B A C K 1 0 ' F R O N T (L I V I N G ) Y A R D S E T B A C K UNIT = 2 STORY LEVEL 1 = 512 SQ. FT. LEVEL 2 = 1,019 SQ. FT. TOTAL = 1,521 SQ. FT. 2-CAR GARAGE = 450 SQ. FT. UN I T = 2 S T O R Y LE V E L 1 = 6 5 4 S Q . F T . LE V E L 2 = 1 , 0 2 4 S Q . F T . TO T A L = 1 , 6 7 8 S Q . F T . 2- C A R G A R A G E = 4 4 8 S Q . F T . 8 1 0 ' - 0 " 3 2 ' - 0 " 1 2 ' - 0 " 1 4 ' - 6 " 1 4 ' - 6 " 4 8 ' - 0 " 1 0 ' - 0 " 1 UN I T = 2 S T O R Y LE V E L 1 = 5 8 1 S Q . F T . LE V E L 2 = 1 , 0 1 8 S Q . F T . TO T A L = 1 , 5 9 9 S Q . F T . 2- C A R G A R A G E = 5 0 8 S Q . F T . PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E (S T R E E T S E C T I O N ) 2 7 ' - 0 " 10' - 0" 5' - 0" 16' - 0" 19' - 6" 19' - 6" 16' - 0" 5' - 0" 5' - 0" 16' - 0" 19' - 6" 16' - 0" 19' - 6" 1 2 ' - 0 " 12 13 14 0 ' - 6 " 5 ' - 0 " 1 4 ' - 6 " 4 8 ' - 0 " 3' W I D E WA L K I N G P A T H 2 0 ' F R O N T ( G A R A G E ) Y A R D S E T B A C K 1 0 ' F R O N T ( L I V I N G ) Y A R D S E T B A C K 2 0 ' F R O N T ( G A R A G E ) Y A R D S E T B A C K 1 0 ' F R O N T ( L I V I N G ) Y A R D S E T B A C K 10 ' F R O N T ( L I V I N G ) Y A R D S E T B A C K 20 ' F R O N T ( G A R A G E ) Y A R D S E T B A C K 1 2 ' - 0 " R E A R Y A R D S E T B A C K 18 19 5 ' - 0 " 2 4 ' - 0 " 5 ' - 0 " 5 ' - 0 " 2 4 ' - 0 " 2 4 ' - 0 " 5 ' - 0 " 5 ' - 0 " 2 4 ' - 0 " 2 4 ' - 0 " 1 0 ' - 0 " 1 2 ' - 0 " 4 6 ' - 0 " ( 1 2 ' - 0 " ) 5 ' - 0 " 4 1 ' - 0 " 1 2 ' - 0 " CO V E R E D PA T I O PA T I O CO V E R E D PA T I O 2 6 ' - 0 " 2 6 ' - 0 " 5 ' - 0 " 5 ' - 0 " 2 6 ' - 0 " 5 ' - 0 " 5 ' - 0 " 2 6 ' - 0 " 2 9 ' - 0 " 5 ' - 0 " 1 4 ' - 0 " 27 ' - 8 3 / 8 " 26 ' - 0 " 5' - 0 " 5' - 0 " 28 ' - 0 " 5' - 0 " 5' - 0 " 26 ' - 0 " 26 ' - 0 " PA T I O UN I T = 2 S T O R Y LE V E L 1 = 5 4 4 S Q . F T . LE V E L 2 = 1 , 0 1 5 S Q . F T . TO T A L = 1 , 5 5 9 S Q . F T . 2- C A R G A R A G E = 4 4 8 S Q . F T . UN I T = 2 S T O R Y LE V E L 1 = 6 1 0 S Q . F T . LE V E L 2 = 1 , 0 1 5 S Q . F T . TO T A L = 1 , 6 2 5 S Q . F T . 2- C A R G A R A G E = 4 4 8 S Q . F T . 7 UN I T = 2 S T O R Y LE V E L 1 = 6 5 4 S Q . F T . LE V E L 2 = 1 , 0 2 4 S Q . F T . TO T A L = 1 , 6 7 8 S Q . F T . 2- C A R G A R A G E = 4 4 8 S Q . F T . UN I T = 2 S T O R Y LE V E L 1 = 6 5 4 S Q . F T . LE V E L 2 = 1 , 0 2 4 S Q . F T . TO T A L = 1 , 6 7 8 S Q . F T . 2- C A R G A R A G E = 4 4 8 S Q . F T . 4 6 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 4 6 ' - 0 " UN I T = 2 S T O R Y LE V E L 1 = 6 5 4 S Q . F T . LE V E L 2 = 1 , 0 2 4 S Q . F T . TO T A L = 1 , 6 7 8 S Q . F T . 2- C A R G A R A G E = 4 4 8 S Q . F T . UN I T = 2 S T O R Y LE V E L 1 = 6 5 4 S Q . F T . LE V E L 2 = 1 , 0 2 4 S Q . F T . TO T A L = 1 , 6 7 8 S Q . F T . 2- C A R G A R A G E = 4 4 8 S Q . F T . UN I T = 2 S T O R Y LE V E L 1 = 5 8 8 S Q . F T . LE V E L 2 = 1 , 0 4 0 S Q . F T . TO T A L = 1 , 6 2 8 S Q . F T . 2- C A R G A R A G E = 4 4 8 S Q . F T . UN I T = 2 S T O R Y LE V E L 1 = 6 3 7 S Q . F T . LE V E L 2 = 1 , 0 1 5 S Q . F T . TO T A L = 1 , 6 5 2 S Q . F T . 2- C A R G A R A G E = 4 4 8 S Q . F T . UN I T = 2 S T O R Y LE V E L 1 = 6 1 0 S Q . F T . LE V E L 2 = 1 , 0 1 5 S Q . F T . TO T A L = 1 , 6 2 5 S Q . F T . 2- C A R G A R A G E = 4 4 8 S Q . F T . CO V E R E D P O R C H BOCCE BALL COURT COVERED PAVILION PLAY AREA MAILBOXES CO U R T Y A R D A T CO R N E R L O T S CO U R T Y A R D A T CO R N E R L O T S CO U R T Y A R D A T CO R N E R L O T S CO V E R E D PA T I O CO V E R E D PA T I O SI D E W A L K 5 ' - 0 " TH I S D R A W I N G C O N T A I N S I N F O R M A T I O N W H I C H I S P R O P R I E TA R Y P R O P E R T Y O F A L C A R C H I T E C T U R E NO U N A U T H O R I Z E D R E U S E O R D U P L I C A T I O N O F T H E S E P L A N S O R A N Y I N F O R M A T I O N C O N T A I N E D H E R E I N , WI T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O F A L C A R C H I T E C TU R E . TH I S D R A W I N G I S N O T T O B E U S E D F O R C O N S T R U C T I O N U N T IL I T I S S I G N E D B Y T H E A R C H I T E C T . CO P Y R I G H T © A L C A R C H I T E C T U R E ALC - MERIDIAN, IDAHO 06/05/18 17005 RAZZBERRY POINTE VILLAS SUBDIVISION OVERALL SITE PLAN - OPTION 13 3 / 3 2 " = 1 ' - 0 " 1 CO N C E P T U A L S I T E P L A N SITE ANALYSIS ADDRESS : 1492 EAST STAR DRIVE MERIDIAN, IDAHO 83646 1434 EAST STAR DRIVE MERIDIAN, IDAHO 83646 ASSESSORS PARCEL NUMBER : R7355910390 & R7355910380 ZONING : R-15 LOT AREA : 0.577 ACRES 0.75 ACRES 0.104 ACRES TOTAL = 1.431 25,134 SQ. FT. 32,670 SQ. FT. 4,560 SQ. FT. TOTAL = 62,364 SQ. FT. DENSITY : 13.3 UNITS / ACRE SUBDIVISION : RAZZBERRY CROSSING SETBACKS : FRONT (HOUSE) - 10'-0" FRONT (GARAGE) - 20'-0" SIDE (INTERIOR) - 3'-0" SIDE (STREET) - 10'-0" REAR - 12'-0" 0 2' - 0 " 8 ' - 0 " 4' - 0 " 16 ' - 0 " EASTWEST 29' MIN. R/W WIDTH 5' S/W 2.0%2.0% 1.5' LANDSCAPING 27' STREET WIDTH 11.5'11.5' 2'2'5' S/W 1.5' LANDSCAPING 1'1' R. O . W . L I N E R. O . W . L I N E 2.5" ASPHALT 4" MINUS 3 4" CRUSHED AGGREGATE BASE 13" MINUS 6" PITRUN ROLLED CURB PER ACHD SD-702 DETACHED SIDEWALK PER ACHD SD-709 2'2' AC H D S / W E A S E M E N T AC H D S / W E A S E M E N T NORTHSOUTH 29' MIN. R/W WIDTH 5' S/W 2.0%2.0% 1.5' LANDSCAPING 27' STREET WIDTH 11.5'11.5' 2'2' 1'1' R. O . W . L I N E R. O . W . L I N E 2.5" ASPHALT 4" MINUS 3 4" CRUSHED AGGREGATE BASE 13" MINUS 6" PITRUN ROLLED CURB PER ACHD SD-702 DETACHED SIDEWALK PER ACHD SD-709 EXISTING FENCE 2' AC H D S / W E A S E M E N T E. S T A R D R I V E N. B R I G H T A N G E L A V E . PA R C E L # R7 3 5 5 9 1 0 4 1 0 PARCEL # R7355910030 PA R C E L # R 7 3 5 5 9 1 0 0 2 0 PA R C E L # R 1 6 0 8 6 5 0 2 7 1 N 0 0 ° 1 3 ' 3 0 " E 1 5 5 . 0 0 ' S 89°46'30" E 333.24' S 0 0 ° 3 3 ' 4 1 " W 2 4 1 . 3 9 ' IRR IRR IRR IR R IR R IR R S 89°46'30" E 60.00' 4 2 3 4 1 5 1 2 3 7 5 8 9 10 1213141516 6 11 BLOCK 2 BL O C K 1 C=1 C= 2 C=3 C=5 C=6 C=7 C= 8 C= 9 C = 1 0 C = 1 1 C = 1 2 C=13 C= 4 31'31.43' 30.91'31.52' 38.52' 38' 31'38.16' 40.68'31' 40 . 5 ' 40 . 5 ' 40 . 5 ' 40 . 5 ' 39 ' 54' 12 5 . 0 7 ' 82 . 0 9 ' 10 0 . 7 9 ' 82 . 0 9 ' 78 . 3 3 ' 85 . 3 7 ' 68 . 3 7 ' 77 . 8 8 ' 54' 54' 54' 69 . 5 4 ' 60 . 1 8 ' 40 . 5 4 ' 54'31.39'31'36'31'11.68' 39 . 3 2 ' 40 . 5 ' 40 . 5 ' 40 . 5 ' 40 . 5 ' 85.2' 80' 80' 80' 60' 138' 34 ' 29 ' 29 ' 29 ' 34 ' 34 . 6 2 ' 29 ' 29 ' 5' 69 . 5 4 ' 29' ROW 29' ROW 50' ROW 40' ROW 54.5' ROW 54' 11 . 0 7 ' 6. 1 5 ' PA R C E L # R7 3 5 5 9 1 0 4 2 0 PA R C E L # R7 3 5 5 9 1 0 4 3 0 BM Curve Table Curve # C=1 C=2 C=3 C=4 C=5 C=6 C=7 C=8 C=9 C=10 C=11 C=12 C=13 Length 20.013 24.744 66.362 45.553 39.052 8.274 24.158 38.406 2.975 36.465 39.155 27.123 47.534 Radius 325.000 58.000 58.000 29.000 325.000 325.000 325.920 325.920 327.619 327.619 327.619 327.619 20.000 Delta 003.5281 024.4433 065.5567 090.0000 006.8847 001.4588 004.2469 006.7516 000.5203 006.3773 006.8477 004.7435 136.1735 L O C U S T G R O V E R D . E. MCMILLAN RD. E. STAR LN. E. STAR LN. E. RED RO C K D R . E. GRAND CANYON DR. E. GREEN HAVEN ST. N. B R I G H T A N G E L A V E . N. H E R I T A G E V I E W A V E . MERI D I A N , I D STAR DRIVE SUBDIVISION S TATE OF I D A H O R E G I S TERED P R O F E S S I O N AL ENGIN E E R 7564 M I C HAEL R. L I I M A K K A ΑΩ NO. DATE: R E V I S I O N S PROJECT #: DRAWN BY: DATE DESCRIPTION Drawings not to be reproduced without written permission from Alpha Omega Engineering LLC. SHEET TITLE: SHEET NO.: RA Z Z B E R R Y P O I N T V I L L A S S U B D I V I S I O N 18001 05-30-18 Om e g a Al p h a EN G I N E E R I N G LL C ME R I D I A N , I D A H O 8 1 8 S L a C a s s i a D r , S t e 1 0 2 Ph : 2 0 8 . 3 2 2 . 5 2 5 0 Bo i s e , I d a h o 8 3 7 0 5 mi k e @ a o e n g i n e e r i n g . c o m ABR COVER SHEET PP-1 LOCAL RESIDENTIAL WEST ROAD SECTION2 LOCAL RESIDENTIAL NORTH ROAD SECTION3 VICINITY MAP CITY OF MERIDIAN ADA COUNTY, IDAHO N.T.S. RAZZBERRY POINT VILLAS SUBDIVISION PRELIMINARY PLAT LOTS 1, 2, AND 3, BLOCK 6 OF THE RAZZBERRY CROSSING SUBDVISION LOCATED IN THE NE 1 4 OF SECTION 31, T.4N., R.1E., B.M. MERIDIAN, ADA COUNTY, IDAHO AΩN O R T H PP-1 COVER SHEET PP-2 EXISTING CONDITIONS PLAN PP-3 PRELIMINARY ENGINEERING PLAN PP-4 PRELIMINARY SEWER PROFILES DRAWING INDEX:DEVELOPMENT DATA EXISTING ZONING: R-8 & L-0 PROPOSED ZONING:R-15 SETBACKS: FRONT (HOUSE)10' 0" FRONT (GARAGE)20' 0" SIDE (INTERIOR) 3' 0" SIDE (STREET)10' 0" REAR 12' 0" *REAR (BLOCK 1) 7' 0" (VARIANCE) ZONING ADDRESSES:1492 & 1434 EAST STAR DRIVE MERIDIAN, IDAHO 83646 TOTAL SITE AREA:1.43 ACRES BUILDING LOTS:19 LOTS BUILDING LOT AREA:1.11 ACRES TOTAL COMMON LOTS:2 COMMON LOT AREA:0.075 ACRES TOTAL GROSS DENSITY:13.29 UNITS/AC. NET DENSITY:17.12 UNITS/AC. % AREA BLDG LOTS:77.6% % AREA COMMON SPACE: 5.3% MINIMUM BUILDING LOT AREA:2187 SF STAR DRIVE SUBDIVISION 1 AΩN O R T H 1.SANITARY SEWER SERVICE PROVIDED BY CITY OF MERIDIAN. 2.POTABLE WATER SERVICE PROVIDED BY CITY OF MERIDIAN. 3. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF WAY SHALL HAVE A 10' UTILITY EASEMENT. 4.THE WEST LOT LINES OF LOTS 1, 2,3,4 AND 5, BLOCK 1 AND THE NORTH LOT LINE OF LOT 5, BLOCK 1 SHALL HAVE A 7' UTILITY EASEMENT. 5.LOTS 1 -10 AND 12-16, BLOCK 2, SHALL HAVE A 5' IRRIGATION EASEMENT. 6.THE SITE IS INCLUDED IN "ZONE X" (AREA OF MINIMAL FLOOD HAZARD) PER FEMA PANEL 16001C0144H, EFFECTIVE 2/19/2003. 7.LOTS 6 AND 11, BLOCK; ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE HOA. 8.ALL SIDEWALKS ADJACENT TO THE PROPOSED PUBLIC ROAD AND OUTSIDE OF THE R.O.W. SHALL HAVE AN EASEMENT FOR ACHD 2 FT. BEHIND THE BACK OF WALK. NOTES: SUBDIVISION BOUNDARY LINE PROP. LOT LINE OFFSITE BOUNDARY LINE EX. BOUNDARY LINE TO BE RELOCATED EX. ROAD C/L PROP. ROAD C/L COMMON SPACE LEGEND: DEVELOPER: ED BOWMAN PATRA PROPERTIES 802 NORTH KNOX AVENUE STAR, IDAHO 83669 (208) 921-8585 ARCHITECT: RICHARD WILMOT ALC ARCHITECTURE 1119 STATE. STE. 120 EAGLE, ID 83616 PHONE: (208) 514-2713 ENGINEER: MIKE LIIMAKKA ALPHA OMEGA ENGINEERING 818 S LA CASSIA DR., STE 102 BOISE, ID 83705 PHONE: (208) 322-5250 SURVEYOR: RICHARD GRAY COMPASS LAND SURVEYING 623 11TH AVENUE SOUTH NAMPA, ID 83651 PHONE: (208) 442-0115 FAX: (208) 327-2106 CONTACTS: PROPOSED SIDEWALKS AND CONCEPTUAL DRIVEWAYS SEE DETAIL 2 SEE DETAIL 3 E. S T A R D R I V E N. B R I G H T A N G E L A V E . E P E P 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 ETVTV WM TR E TV WM E WM IV IVIVIVIVIVIV IV CO IV IV IVIV IV IV SS SS SS SS SS SS SS SS SS SD SD SD S D S D S D S D S D S D SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS S S IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR I R R I R R IRR IRR IR R IR R IR R IR R IR R I R R IVIV SD SD SD SD SD SD W W 260 3 26 0 4 2 6 0 4 2604 2 6 0 4 26 0 4 2 6 0 4 2603 2602 2601 2601 2605 2 6 0 3 2 6 0 3 UNMAINTAINED OPEN AREA 3 1 11 1 1 1 3 2 2 2 4 4 4 6 6 6 7 7 7 10 13 13 1213 22 14 13 8 9 9 9 9 9 10 11 11 11 11 9 1 2 TYP. EXISTING EASEMENTS TO BE VACATED EXISTING EASEMENT TO BE VACATED EXISTING EASEMENT TO BE VACATED 5 5 5 5 5 6 11 9 7 7 9 1 EXISTING PROPERTY BOUNDARIES 2 EXISTING ATTACHED SIDEWALK, CURB AND GUTTER 3 EXSITING DETACHED SIDEWALK, CURB AND GUTTER 4 EXISTING DRIVEWAY 5 EXISTING IRRIGATION PIPING. 6 EXISTING FENCE 7 EXISTING WATER MAIN/SERVICE PIPING. 8 EXISTING FIRE HYDRANT. 9 EXISTING SANITARY SEWER MAIN/SERVICE PIPING. 10 EXISTING CLEAN OUT. 11 EXISTING STORM DRAIN PIPING. 12 EXISTING STREET LIGHT. 13 EXISTING ELECTRICAL, CABLE, OR PHONE. X X X X X 2601 S TATE OF I D A H O R E G I S TERED P R O F E S S I O N AL ENGIN E E R 7564 M I C HAEL R. L I I M A K K A ΑΩ NO. DATE: R E V I S I O N S PROJECT #: DRAWN BY: DATE DESCRIPTION Drawings not to be reproduced without written permission from Alpha Omega Engineering LLC. SHEET TITLE: SHEET NO.: RA Z Z B E R R Y P O I N T V I L L A S S U B D I V I S I O N 18001 05-30-18 Om e g a Al p h a EN G I N E E R I N G LL C ME R I D I A N , I D A H O 8 1 8 S L a C a s s i a D r , S t e 1 0 2 Ph : 2 0 8 . 3 2 2 . 5 2 5 0 Bo i s e , I d a h o 8 3 7 0 5 mi k e @ a o e n g i n e e r i n g . c o m ABR EXISTING CONDITIONS PP-2 EXISTING CONDITIONS MAP1 AΩN O R T H KEYNOTES: LEGEND: EXIST. CONTOUR LINE (1' INTERVALS) EXIST. PROPERTY BOUNDARY EXIST. ROAD C/L FENCE LINE MAINTAINED GRASS EXIST. CONCRETE EXIST. TREES ETVTV WM TR E TV WM E WM IV IVIVIVIVIVIV IV CO IV IV IVIV IV IV SS SS SS SS SS SS SS SS SS SD SD SD S D S D S D S D S D S D L1 C4 C3 C 2 C1 SS SS SS SS 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 SS SS SS SS SS SS SS SS S S IR R IR R IR R IR R IR R IR R IRR IRR IRR IRR IRR I R R I R R I R R I R R I R R IRR IRR IRR IRR IR R I R R I R R IVIV SD SD SD SD SD SD SD SD W SS8 SS8 SS8 SS8 SS8 SS8 SS 4 SS 4 W W8 W8 W8 SS8 SS8 S S 8 S S 8 S S 8 SS 8 SS 8 SS 4 W8 W8 W8 W8 W8 W 8 W8 W8 W8 W8 W8 W W SS 8 SS 8 SS 8 SS 8 W SS4 SS4 W PI4 PI 4 PI 4 PI 4 PI 4 P I 4 P I 4 PI4 PI4 P I 4 PI4 PI4 1+00 2+00 3+0 0 4 + 0 0 5+ 0 0 5+ 3 2 1+50 2+50 3+ 5 0 4 + 5 0 0+00 1+ 0 0 2+00 3+ 0 0 4+ 0 0 5+ 0 0 5+ 0 4 0+50 1+ 5 0 2+50 3+ 5 0 4+ 5 0 L = 9 7 . 5 ' , 8 " P V C @ 0 . 4 0 % Proposed Sewer Reroute L = 88.9', 8" PVC @ 0.40% L = 1 4 7 . 4 ' , 8 " P V C @ 0 . 6 0 % 0+00 1 + 0 0 2+ 0 0 2+ 1 1 0+50 1 + 5 0 0+ 0 0 1+ 0 0 2+00 3+00 4+00 4+19 0+ 5 0 1+ 5 0 2+50 3+50 L = 1 7 1 . 2 ' , 8 " P V C @ 0 . 4 0 % L = 239.5', 8" PVC @ 0.60% Reconstructed MH #114, 2+65.30 Rim =2602.94 260 3 26 0 4 2 6 0 4 2604 2 6 0 4 26 0 4 2 6 0 4 2603 2603 2602 2601 2601 2605 2 6 0 3 2 6 0 3 4.74 FL 4.74 FL 3.92 EX 5.10 HP 4.04 EX 5.10 HP Prop. MH C, 1+72.44 Rim =2602.21 Prop. MH B, 4+18.71 Rim =2604.11 Prop. MH D, 4+16.67 Rim =2603.76 Prop. MH A, 1+75.21 Rim =2603.66 Ex. MH 110, 0+70.96 Rim =2601.39 Ex. MH 109, 0+00.00 Rim =2601.12 1.28 EX 1.0 EX 2% 2% 2% 5% 2% 5% 7% 0.40% 0.40% 4.17 EX 4.30 EX 4.01 EX 1.80 EX 2% 1%6% 4% 6% 6% 4%4% 26 0 4 2 6 0 4 2604 2606 26 0 4 2602 26 0 4 2.87 EX 3.66 EL E. S T A R D R I V E N . B R I G H T A N G E L A V E . WATER MAIN EXTENSION ABANDON EXISTING SEWER MAIN PROPOSED SEEPAGE BED NEW SEWER SERVICE TO REPLACE EXISTING NEW SEWER SERVICE TO REPLACE EXISTING EXISTING SEWER SERVICE END OF EXISTING WATER EXISTING IRRIGATION EXISTING IRRIGATION TO BE ABANDONED IN PROPOSED ACHD R.O.W. EXISTING IRRIGATION TO BE ALONG BRIGHT ANGEL AND REROUTED THROUGH LOTS. EXISTING SEWER MAIN TO BE ABANDONED AND REROUTED. REROUTED IRRIGATION MAIN. AREA DRAIN EXISTING IRRIGATION EXISTING POTABLE WATER CONNECTION TO IRRIGATION TO BE RELOCATED END PROPOSED WATER MAIN PROPOSED WATER PROPOSED SEEPAGE BED ABANDON EXISTING SEWER MAIN PROPOSED SEWER REROUTE SEWER STUB TO ADJACENT PROPERTY PROPOSED SEWER PROPOSED SEWER REROUTE EXISTING STORM DRAIN EXISTING SEWER EXISTING STORM DRAIN TO INFILTRATION BASIN AREA DRAIN AREA DRAIN PROPOSED SEWER 5' IRRIGATION EASEMENT 10' UTILITY EASEMENT 10' UTILITY EASEMENT 10' UTILITY EASEMENT 5' UTILITIES EASEMENT 5' UTILITIES EASEMENT 10' UTILITIES EASEMENT 2.87 EX 6% W S TATE OF I D A H O R E G I S TERED P R O F E S S I O N AL ENGIN E E R 7564 M I C HAEL R. L I I M A K K A ΑΩ NO. DATE: R E V I S I O N S PROJECT #: DRAWN BY: DATE DESCRIPTION Drawings not to be reproduced without written permission from Alpha Omega Engineering LLC. SHEET TITLE: SHEET NO.: RA Z Z B E R R Y P O I N T V I L L A S S U B D I V I S I O N 18001 05-30-18 Om e g a Al p h a EN G I N E E R I N G LL C ME R I D I A N , I D A H O 8 1 8 S L a C a s s i a D r , S t e 1 0 2 Ph : 2 0 8 . 3 2 2 . 5 2 5 0 Bo i s e , I d a h o 8 3 7 0 5 mi k e @ a o e n g i n e e r i n g . c o m ABR PRELIMINARY ENGINEERING PLAN PP-3 PRELIMINARY ENGINEERING PLAN1 AΩN O R T H NOTES: 1.SEE SHEET PP-4 FOR PROPOSED SEWER PROFILES LEGEND: SPOT ELEVATIONS GRADE ARROWS WATER SERVICE 2592 2596 2600 2604 2608 2612 2592 2596 2600 2604 2608 2612 -0+50.00 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 -0+50 0+00 26 0 1 . 1 2 26 0 1 . 1 2 26 0 1 . 3 0 26 0 1 . 3 0 1+00 26 0 1 . 6 4 26 0 1 . 6 4 26 0 1 . 9 6 26 0 1 . 9 6 2+00 26 0 2 . 4 7 26 0 2 . 4 7 26 0 3 . 0 7 26 0 3 . 0 7 3+00 26 0 3 . 1 2 26 0 3 . 1 2 26 0 3 . 3 9 26 0 3 . 3 9 4+00 26 0 3 . 6 6 26 0 3 . 6 6 26 0 3 . 9 0 26 0 3 . 9 0 5+00 26 0 4 . 1 2 26 0 4 . 1 2 L = 67.0', 8" @ 0.40% L = 97.5', 8" @ 0.40% L = 88.9', 8" @ 0.40% L = 147.4', 8" @ 0.60% Ex . M H 1 0 9 , 0 + 0 0 . 0 0 Ri m E l . 2 6 0 1 . 1 2 8" I n v . I n . = 2 5 9 6 . 1 9 8" I n v . O u t = 2 5 9 6 . 1 9 Ex . M H 1 1 0 , 0 + 7 0 . 9 6 Ri m E l . 2 6 0 1 . 3 9 8" I n v . I n . = 2 5 9 6 . 5 7 8" I n v . I n . = 2 5 9 6 . 4 7 Pr o p . M H C , 1 + 7 2 . 4 4 Ri m E l . 2 6 0 2 . 2 1 8" I n v . O u t = 2 5 9 6 . 9 8 8" I n v . O u t = 2 5 9 7 . 0 8 Re c o n s t r u c t e d M H # 1 1 4 , 2 + 6 5 . 3 0 Ri m E l . 2 6 0 2 . 9 4 8" I n v . I n . = 2 5 9 7 . 4 5 8" I n v . I n . = 2 5 9 7 . 5 5 8" I n v . O u t = 2 5 9 8 . 0 5 Pr o p . M H D , 4 + 1 6 . 6 7 Ri m E l . 2 6 0 3 . 7 6 8" I n v . O u t = 2 5 9 8 . 4 6 Ex. 12" SD Pipe Ex. 8" Water Main Pipe to be Deflected at Crossing. Ex. Sewer Service into existing MH Existing Grade Existing Grade 2592 2596 2600 2604 2608 2612 2592 2596 2600 2604 2608 2612 -0+50 0+00 26 0 1 . 1 2 26 0 1 . 1 2 26 0 2 . 8 3 26 0 2 . 8 3 1+00 26 0 3 . 9 6 26 0 3 . 9 6 26 0 3 . 9 6 26 0 3 . 9 6 2+00 26 0 3 . 8 5 26 0 3 . 8 5 26 0 3 . 9 2 26 0 3 . 9 2 3+00 26 0 4 . 7 0 26 0 4 . 7 0 26 0 4 . 5 9 26 0 4 . 5 9 4+00 26 0 4 . 4 3 26 0 4 . 4 3 4+50 L = 171.2', 8" @ 0.40% L = 239.5', 8" @ 0.60% Ex . M H 1 0 9 , 0 + 0 0 . 0 0 Ri m E l . 2 6 0 1 . 1 2 8" I n v . I n . = 2 5 9 6 . 1 9 8" I n v . O u t = 2 5 9 6 . 1 9 Pr o p . M H A , 1 + 7 5 . 2 1 Ri m E l . 2 6 0 3 . 6 6 8" I n v . O u t = 2 5 9 6 . 8 9 8" I n v . O u t = 2 5 9 6 . 9 9 Pr o p . M H B , 4 + 1 8 . 7 1 Ri m E l . 2 6 0 4 . 1 1 8" I n v . I n . = 2 5 9 8 . 4 5 Ex. 12" SD Pipe Ex. 8" Water Main Pipe to be Deflected at Crossing Existing Grade Existing Grade S TATE OF I D A H O R E G I S TERED P R O F E S S I O N AL ENGIN E E R 7564 M I C HAEL R. L I I M A K K A ΑΩ NO. DATE: R E V I S I O N S PROJECT #: DRAWN BY: DATE DESCRIPTION Drawings not to be reproduced without written permission from Alpha Omega Engineering LLC. SHEET TITLE: SHEET NO.: RA Z Z B E R R Y P O I N T V I L L A S S U B D I V I S I O N 18001 05-30-18 Om e g a Al p h a EN G I N E E R I N G LL C ME R I D I A N , I D A H O 8 1 8 S L a C a s s i a D r , S t e 1 0 2 Ph : 2 0 8 . 3 2 2 . 5 2 5 0 Bo i s e , I d a h o 8 3 7 0 5 mi k e @ a o e n g i n e e r i n g . c o m ABR SEWER PROFILES PP-4 SOUTH SEWER PROFILE1 PROFILE SCALE: VERT. 1"=3' HORIZ. 1"=30' PROFILE SCALE: VERT. 1"=3' HORIZ. 1"=30' NORTH SEWER PROFILE1 N 00°13'30" E 155.00' S 8 9 ° 4 6 ' 3 0 " E 3 0 3 . 2 4 ' S 00°33'41" W 241.39' L 1 C 4 C 3 C 2 C 1 R I M = 2 6 0 4 . 1 5 R I M = 2 6 0 2 . 9 4 1 0 ' ( T y p ) 5 ' ( T y p ) 5 ' 5 ' 1 0 ' ( T y p ) 1 0 ' ( T y p ) N 00°33'41" E 259.75' N. BRIGHT ANGLE AVE. E . S T A R D R I V E N 8 9 ° 4 6 ' 3 0 " W 3 0 . 0 0 ' N 00°13'30" E 25.00' P O I N T O F B E G I N N I N G S T A R D R I V E BRIGHT ANGEL AVE. 1 2 3 4 5 6 7 8 9 1 1 0 1 1 2 CO D E D E S C R I P T I O N 1 P R O P E R T Y L I N E 2 D R I V E , S E E A R C H I T E C T U R A L 3 P A T I O S , S E E A R C H I T E C T U R A L 4 B U I L D I N G , T Y P . S E E A R C H I T E C T U R A L 5 4 0 ` X 4 0 ` C L E A R V I S I O N T R I A N G L E , T Y P , N O T R E E S O R S H R U B S O V E R 3 6 " T O B E L O C A T E D W I T H I N 6 S I G N , S E E A R C H I T E C T U R A L 7 M A I L B O X E S , S E E A R C H I T E C T U R A L 8 P A T H W A Y , S E E A R C H I T E C T U R A L 9 P L A Y A R E A , S E E A R C H I T E C T U R A L 10 B O C C E C O U R T , S E E A R C H I T E C T U R A L 11 P A V I L L O N , S E E A R C H I T E C T U R A L RE F E R E N C E N O T E S S C H E D U L E LANDSCAPE REQUIREMENTS:LANDSCAPE NOTES: 1.REGULATIONS & STANDARDS1.1.All contractor work shall be conducted inaccordance with ISPWC (Idaho Standard PublicWorks Construction) 2018 MERIDIAN, IDcodes, standards and state and localregulations.2.EXISTING CONDITIONS2.1.All utilities shall be located prior toconstruction and protected. Any damage tostructures, utilities or concrete will bereplaced at contractor's expense.2.2.The site has many existing improvements suchas underground utilities, curb and gutter, lightpoles and sidewalks.2.3.See Engineer's plans for information aboutexisting features.3.GRADING & SITE PREPARATION3.1.Prepare finish grades for planting by grubbingand removing weeds. If necessary applyRound-Up (or equivalent herbicide), using acertified applicator. Remove rocks and othermaterials over 2".3.2.All gravel overprep to be removed anddisposed of off site.3.3.Finish grade to be smooth transition to allowfor entire site to be a natural flowing space.3.4.Fine grade lawn areas to elevations set byEngineer's plans with positive drainage awayfrom structures.3.5.Refer to Engineer's plans for gradinginformation & for all drainage pipes andlocations. Protect and retain drainage at alltimes.3.6.No pooling or standing water will be acceptedper industry standards.3.SOILS3.2.Reuse of existing topsoil that has beenstockpiled on site is permitted if:3.2.1.Topsoil is tested and analyzed to ensure aproper growing medium. Provide additionalamendments as determined by soil tests.And3.2.2.Topsoil is to be loose, friable sandy loamthat is clean and free of toxic materials,noxious weeds, weed seeds, rocks, grass orother foreign materials.3.2.3.Topsoil should have a ph of 6.5 to 8.0.3.2.4.If on site topsoil does not meet theseminimum standards contractor isresponsible for providing approvedimported topsoil or improving onsitetopsoil per the approval of the LandscapeArchitect.3.2.5.All lawn areas shall receive 12" minimumdepth of topsoil.3.2.6.All planter areas shall receive 18" minimumdepth of topsoil.3.3.If imported topsoil is used it must be from alocal source and be screened free of anydebris or foreign matter. Topsoil must notcontain rocks, sticks, lumps, or toxic matter.3.4.Smooth, compact, and fine grade topsoil in lawnareas to smooth and uniform grade .5" belowadjacent surfaces.3.5.Amend soil for all new plantings 2 parts topsoil& 1 part compost.4.LAWN AREAS4.1.All lawn areas shall be sodded regionally growntall-turf type fescue or approved other byowner.4.2.Lay sod within 24 hrs of harvesting and form asolid mass with offset, tightly fitted joints oneven grades.5.PLANTS5.8.All plant material shall be installed per industrystandards.5.5.All plant material shall meet or exceed theminimum federal standards as regulated by ANSIz60.1, American Standard for Nursery Stock.Plants not meeting these standards for quality,or plants determined to be unhealthy byOwner's representative, will be rejected.5.6.All Ball and Burlap trees to be installed perBalled and Burlapped planting detail.5.7.All shrubs to be planted per Shrub Plantingdetail.5.8.Trees and shrubs over 36" shall not be plantedwithin clear vision triangles per city code.5.9.Fertilize all trees and shrubs with 'Agriform'planting tablets or approved equal. Apply permanufacturers recommendations.6.PLANTER BED MULCH6.1.Planter beds to receive 3" depth 38" chip gravelrock mulch.6.2.Apply pre-emergent, per manufacturer'srecommendations.7.IRRIGATION (POC)7. Irrigation system shall be built to the followingspecifications:7.0.1.Adhere to city codes when connecting tocity water.7.0.1.All irrigation material to be new withmanufacturers' warranty fully intact.7.0.2.Install indoor rated controller in specifiedlocation on plan. Coordinate with projectmanager on exact location.7.0.2.1.Controller to include On/Off rainswitch or other rain shut off devicethat does not alter program.7.0.3.Irrigation system piping in landscape areasto be minimum schedule 40 PVC orapproved equal, sleeves to be double thesize of pipes located within, all wires to becontained in separate sleeves 1-1/2" diamin.7.0.4.Coordinate all sleeving & pipe runs withowner (Local Construct) & Builder beforeinstalling.7.0.5.Use common trenching where possible..7.0.6.All wires to be 18 gauge direct, bury wireat a minimum of 12" below finished grade.Size wire for correct voltage loss.7.0.7.Supply a minimum of (2) spare wires tofurthest valves from controller in alldirections.7.0.8.Flow control device to be included on allremote control valves, including mastercontrol valve.7.0.9.Connect mainline to point of connection inapproximate location shown on plan.7.0.10.Provide 12" winterization port in locationnear POC. Winterization port to belocated inside of its own standard valvebox.7.0.11.Contractor is responsible complying with allcodes and paying all permits necessary.7.0.12.Sprinkler heads shall have matchedprecipitation within each control circuit.Velocities shall not exceed 5 feet persecond.7.0.13.Locate irrigation materials in planters whenpossible.6.CONTRACTOR RESPONSIBILITIES6.1.Contractor is responsible for 1 year ofmaintenance starting at the final date ofacceptance by owner.6.1.Estimated quantities are shown for generalreference only. Contractor shall be responsiblefor all quantity estimates.6.2.Refer to note 2.1 regarding damages toexisting utilities & permitting note in Irrigationsection.6.3.All plant material and workmanship shall beguaranteed for a period of one year beginningat the date of Acceptance by Owner. Replaceall dead or unhealthy plant material immediatelywith same type and size at no cost to Owner.6.4.Landscape contractor to turn in as builtdrawings at the end of project. Substantialcompletion will not be granted until 2 copies @1"=30' scale are turned in and approved byowner's representative.7.In the event of a discrepancy, notify the LandscapeArchitect immediately.PER CITY OF MERIDIAN IDAHO MUNICIPAL CODELANDSCAPE BUFFER:*(1) 2"-CAL TREE PER 35 LF *6' High Closed Vision FenceSTREETS & PROPERTY PERIMETERSTREET & PERIMETER TREE SPACING: 1 CLASS II TREE PER 35 LFSTREET LENGTH (LF) TREES REQUIRED/ PROVIDEDBRIGHT ANGEL AVE.240'7/7STAR DRIVE335'10/10INTERNAL NORTH/SOUTH STREET151'4*/4INTERNAL EAST/WEST STREET232'7/7*(2) CLASS I Tree per Building along NORTH/SOUTH INTERNAL STREETPERIMETER LENGTH (LF) TREES REQUIRED/ PROVIDEDWEST1504/4NORTH1351*/4*PLANTER SIZE TO THE NORTH OF DRIVEWAY IS INSUFFICIENT FOR TREE GROWTHCOMMON AREA TREES:1 CLASS II TREE PER 8000 SFAREA (SF) TREES REQUIRED/ PROVIDEDCOMMON AREA15,6002/2ADDITIONAL REQUIREMENTS:*"TREES SHALL NOT BE PLANTED WITHIN 10' OF ACHD STORM DRAIN PIPE, STRUCTURES ORFACILITIES", or 10' WITHIN A FIRE HYDRANT*SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THECONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM*NO TREES OR SHRUBS OVER 36" HIGH SHALL BE PLANTED WITHIN THE 40'X40' CLEAR VISIONTRIANGLES AT INTERSECTIONS* ROCK MULCH IN PLANTER BEDS SHALL COVER EXPOSED CONCRETE FROM POSTS SONOTUBEFOOTINGS, CONCRETE SHALL NOT BE EXPOSED.1 A23 4 5 6 7 8 9 1 0 B C D E 123 4 5 6 7 8 9 1 0 F G H L 1 . 0 0 1 L A N D S C A P E P L A N STAR DRIVE SUBDIVISION S T A C K R O C K G R O U P , I N C . L A N D S C A P E A R C H I T E C T U R E / M A S T E R P L A N N I N G W I L L E T C H O W A R D , P L A O F F I C E : ( 2 0 8 ) 3 4 5 . 0 5 0 0 E M A I L : W I L L @ S T A C K R O C K G R O U P . C O M w w w . S T A C K R O C K G R O U P . C O M J O B N O : D A T E : D R A W N B Y : C H E C K E D B Y : # T H E G R A P H I C S A N D D E S I G N S O N T H I S S H E E T A R E D E L I V E R A B L E S T H A T R E M A I N A T A L L T I M E S P R O P E R T Y O F S T A C K R O C K G R O U P , I N C . R E P R O D U C T I O N O R R E U S E O F T H I S P R O D U C T C O N T A I N E D H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N C O N S E N T O F S T A C K R O C K G R O U P , I N C . © 2 0 1 8 S T A C K R O C K G R O U P , I N C . MERIDIAN, IDAHO D R A W I N G T I T L E S H E E T N U M B E R S H E E T O F 3 J B K S J U N E 1 8 , 2 0 1 8 1 8 - 1 0 5 8 D e s c r i p t i o n D A T E M R K R E V I S I O N S N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y FOR REVIEW ONLY 0 6 . 1 8 . 1 8 LAND S C A P E P L A N : L E G E N D : T A L L T U R F T Y P E F E S C U E , S O D D E D O R A P P R O V E D E Q U A L 0 S C A L E : f e e t 2 0 4 0 6 0 1 " = 2 0 ' N O R T H T r a n s T r a n s P u m p V e r t 2 " P V C P i p e U n d e r g r o u n d P o w e r S i g n N 00°13'30" E 155.00' S 8 9 ° 4 6 ' 3 0 " E 3 0 3 . 2 4 ' S 00°33'41" W 241.39' L 1 C 4 C 3 C 2 C 1 R I M = 2 6 0 4 . 1 5 R I M = 2 6 0 2 . 9 4 I N V C / L M H = 2 5 9 8 . 0 5 1 0 ' ( T y p ) 5 ' ( T y p ) 5 ' 5 ' 1 0 ' ( T y p ) 1 0 ' ( T y p ) 1 0 ' X 2 0 ' A c c e s s E a s e m e n t p e r P l a t R I M = 2 6 0 1 . 1 2 I N C C / L M H = 2 5 9 6 . 0 9 R I M = 2 6 0 1 . 3 9 I N V C / L M H = 2 5 9 6 . 4 7 R I M = 2 6 0 2 . 5 1 I N C C / L M H = 2 5 9 6 . 9 1 R I M = 2 6 0 3 . 3 6 I N V C / L M H = 2 5 9 7 . 5 7 8 " L i n e P e r A s b u i l t M a p S u p p l i e d b y C l i e n t & P a i n t S t r i p e S h o t i n F i e l d N 00°33'41" E 259.75' N. BRIGHT ANGLE AVE. E . S T A R D R I V E N 8 9 ° 4 6 ' 3 0 " W 3 0 . 0 0 ' T B M : C h i s e l e d B o x B a c k o f S i d e w a l k E l e v = 2 6 0 1 . 9 7 L2 2 x 4 M a r k e r S a n i t a r y S e w e r E a s e m e n t I n s t . N o . 1 0 5 1 3 9 5 7 4 N 00°13'30" E 25.00' P O I N T O F B E G I N N I N G S T A R D R I V E BRIGHT ANGEL AVE. 1 2 3 4 5 6 7 8 9 1 1 0 1 1 2 TREESBOTANICAL NAME / COMMON NAMECONTCALQTYREMAR K S Acer ginnala `Flame` / Flame Amur MapleB & B2"Cal3CLASS I, 2 0 ` H x 2 0 ` W Carpinus betulus `Fastigiata` / Pyramidal European HornbeanB & B2"20CLASS II, 3 0 ` - 4 0 ` H X 2 0 ` - 3 0 ` W Fraxinus americana `Autumn Purple` / Autumn Purple AshB & B2"2CLASS II, 4 5 ` H X 4 0 ` W Liquidambar styraciflua `Slender Silhouette' / Slender Silhouette SweetgumB & B2"Cal10CLASS I, 3 5 ` H x 6 ` W Liquidambar styraciflua `Worplesdon` / Worplesdon Sweet GumB & B2"15CLASS II, 4 0 ` H X 2 5 ` W SHRUBSBOTANICAL NAME / COMMON NAMECONTQTYREMAR K S Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass1 gal1255` H X 2. 5 ` W Mahonia repens / Creeping Mahonia2 gal452.5`H x 2 . 5 ` W Pennisetum alopecuroides `Burgundy Bunny` / Burgundy Bunny Dwarf Fountain Grass5 gal871`H x 1` W Perovskia x `Little Spire` / Russian Sage2 gal1212` H X 2. 5 ` W Philadelphus x `Minnesota Snowflake` / Minnesota Snowflake Mock Orange5 gal86`H x 6` W Physocarpus opulifolius `Dart`s Gold` / Yellow Ninebark3 gal134` H X 4` W Physocarpus opulifolius `Diablo` / Diablo Ninebark3 gal48` H X 8` W Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac5 gal2618" H x 8 ` W Viburnum x burkwoodii `Anne Russell` / Burkwood Viburnum2 gal286` H X 6` W Yucca filamentosa `Ivory Tower` / Ivory Tower Yucca5 gal54`H x 3` W PLANT SCHEDULE C O D E D E S C R I P T I O N 1 P R O P E R T Y L I N E 2 D R I V E , S E E A R C H I T E C T U R A L 3 P A T I O S , S E E A R C H I T E C T U R A L 4 B U I L D I N G , T Y P . S E E A R C H I T E C T U R A L 5 4 0 ` X 4 0 ` C L E A R V I S I O N T R I A N G L E , T Y P , N O T R E E S O R S H R U B S O V E R 3 6 " T O B E L O C A T E D W I T H I N 6 S I G N , S E E A R C H I T E C T U R A L 7 M A I L B O X E S , S E E A R C H I T E C T U R A L 8 P A T H W A Y , S E E A R C H I T E C T U R A L 9 P L A Y A R E A , S E E A R C H I T E C T U R A L 1 0 B O C C E C O U R T , S E E A R C H I T E C T U R A L 1 1 P A V I L L O N , S E E A R C H I T E C T U R A L R E F E R E N C E N O T E S S C H E D U L E 1 A23 4 5 6 7 8 9 1 0 B C D E 123 4 5 6 7 8 9 1 0 F G H L 1 . 0 1 2 P L A N T I N G P L A N STAR DRIVE SUBDIVISION S T A C K R O C K G R O U P , I N C . L A N D S C A P E A R C H I T E C T U R E / M A S T E R P L A N N I N G W I L L E T C H O W A R D , P L A O F F I C E : ( 2 0 8 ) 3 4 5 . 0 5 0 0 E M A I L : W I L L @ S T A C K R O C K G R O U P . C O M w w w . S T A C K R O C K G R O U P . C O M J O B N O : D A T E : D R A W N B Y : C H E C K E D B Y : # T H E G R A P H I C S A N D D E S I G N S O N T H I S S H E E T A R E D E L I V E R A B L E S T H A T R E M A I N A T A L L T I M E S P R O P E R T Y O F S T A C K R O C K G R O U P , I N C . R E P R O D U C T I O N O R R E U S E O F T H I S P R O D U C T C O N T A I N E D H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N C O N S E N T O F S T A C K R O C K G R O U P , I N C . © 2 0 1 8 S T A C K R O C K G R O U P , I N C . MERIDIAN, IDAHO D R A W I N G T I T L E S H E E T N U M B E R S H E E T O F 3 J B K S J U N E 1 8 , 2 0 1 8 1 8 - 1 0 5 8 D e s c r i p t i o n D A T E M R K R E V I S I O N S N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y FOR REVIEW ONLY 0 6 . 1 8 . 1 8 PLAN T I N G P L A N : L E G E N D : T A L L T U R F - T Y P E F E S C U E , S O D D E D O R A P P R O V E D E Q U A L 0 S C A L E : f e e t 2 0 4 0 6 0 1 " = 2 0 ' N O R T H LANDSCAPE REQUIREMENTS:PER CITY OF MERIDIAN IDAHO MUNICIPAL CODELANDSCAPE BUFFER:*(1) 2"-CAL TREE PER 35 LF *6' High Closed Vision FenceSTREETS & PROPERTY PERIMETERSTREET & PERIMETER TREE SPACING: 1 CLASS II TREE PER 35 LFSTREET LENGTH (LF) TREES REQUIRED/ PROVIDEDBRIGHT ANGEL AVE.240'7/7STAR DRIVE335'10/10INTERNAL NORTH/SOUTH STREET151'4*/4INTERNAL EAST/WEST STREET232'7/7*(2) CLASS I Trees per Building along NORTH/SOUTH INTERNAL STREETPERIMETER LENGTH (LF) TREES REQUIRED/ PROVIDEDWEST1504/4NORTH1351*/4*PLANTER SIZE TO THE NORTH OF DRIVEWAY IS INSUFFICIENT FOR TREE GROWTHCOMMON AREA TREES:1 CLASS II TREE PER 8000 SFAREA (SF) TREES REQUIRED/ PROVIDEDCOMMON AREA15,6002/2ADDITIONAL REQUIREMENTS:*"TREES SHALL NOT BE PLANTED WITHIN 10' OF ACHD STORM DRAIN PIPE, STRUCTURES ORFACILITIES", or 10' WITHIN A FIRE HYDRANT*SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THECONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM*NO TREES OR SHRUBS OVER 36" HIGH SHALL BE PLANTED WITHIN THE 40'X40' CLEAR VISIONTRIANGLES AT INTERSECTIONS* ROCK MULCH IN PLANTER BEDS SHALL COVER EXPOSED CONCRETE FROM POSTS SONOTUBEFOOTINGS, CONCRETE SHALL NOT BE EXPOSED. 1 A23 4 5 6 7 8 9 1 0 B C D E 123 4 5 6 7 8 9 1 0 F G H L 1 . 0 2 3 D E T A I L S STAR DRIVE SUBDIVISION S T A C K R O C K G R O U P , I N C . L A N D S C A P E A R C H I T E C T U R E / M A S T E R P L A N N I N G W I L L E T C H O W A R D , P L A O F F I C E : ( 2 0 8 ) 3 4 5 . 0 5 0 0 E M A I L : W I L L @ S T A C K R O C K G R O U P . C O M w w w . S T A C K R O C K G R O U P . C O M J O B N O : D A T E : D R A W N B Y : C H E C K E D B Y : # T H E G R A P H I C S A N D D E S I G N S O N T H I S S H E E T A R E D E L I V E R A B L E S T H A T R E M A I N A T A L L T I M E S P R O P E R T Y O F S T A C K R O C K G R O U P , I N C . R E P R O D U C T I O N O R R E U S E O F T H I S P R O D U C T C O N T A I N E D H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N C O N S E N T O F S T A C K R O C K G R O U P , I N C . © 2 0 1 8 S T A C K R O C K G R O U P , I N C . MERIDIAN, IDAHO D R A W I N G T I T L E S H E E T N U M B E R S H E E T O F 3 J B K S J U N E 1 8 , 2 0 1 8 1 8 - 1 0 5 8 D e s c r i p t i o n D A T E M R K R E V I S I O N S N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y FOR REVIEW ONLY 0 6 . 1 8 . 1 8 212"TOP TWOSTRUCTURALROOTS: <3" BELOWTOP OF ROOTBALL.LOWESTSTRUCTURAL ROOT<5" BELOW TOP OFROOT BALL612"NOTES:1.DO NOT DAMAGE OR CUT LEADER2.DO NOT DISTURB ROOT OR DAMAGE ROOT BALL WHEN INSTALLING TREE OR TREESTAKES.3.TREE STAKING SHALL BE AT THE DISCRETION OF CONTRACTOR. HOWEVER ANYTREES DISTURBED FROM PLUMB DURING THE PLANT WARRANTEE PERIOD WILL BEREPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.4.WATER PLANTS THOROUGHLY IMMEDIATELY AFTER INSTILLATION.5.REMOVE ALL BURLAP, TWINE, ROPE, OR MATERIAL FROM THE TOP 13 OF THEROOTBALL.6.5' DIAMETER PLANTER BED/MULCH RING AROUND THE TRUNK OF THE TREE. 3" OFMULCH MIN. DO NOT PLACE MULCH WITHIN 2" OF TRUNK OF TREE.GRAFT VISIBLE ABOVESOIL LINESOIL LINE OF THE TOP OFTHE ROOT BALL AFTERREMOVING EXCESS SOIL.2-3" OF MULCHBACKFILL MIX SEENOTES ANDSPECIFICATIONS.COMPACT SOIL UNDERROOTBALL TO 90%PROCTOR.CUT AND FOLD WIREBASKET FROM TOP OFROOTBALL SOIL SAUCER >3" HIGHREMOVE AT END OFPROJECTBALL AND BURLAP TREE PLANTING3/4" = 1'-0"1329343.13-01 M U L C H 2 " M I N . A W A Y F R O M T R U N K O F P L A N T . L A W N O R P A V I N G B A L L A N D B U R L A P P L A N T ( I F C O N T A I N E R - G R O W N P L A N T W I T H R O O T S L O O S E N E D A N D P U L L E D O U T T O P R E V E N T P L A N T F R O M B E C O M I N G R O O T B O U N D ) SOIL SURFACEROUGHENED TOBIND WITH NEWSOIL FOLD BURLAP FROMTOP OF ROOT BALLDOWN INTO GROUND;SET TOP OF BALLFLUSH WITH FINISHGRADE12" TO 18" FORLARGER SHRUBROOT BALLS,MAKE DEPTHMIN. 4" DEEPERTHAN BALL) 3 " D E E P M U L C H M I N . NOTE:REMOVE ALL TAGS, TWINE OROTHER NON BIODEGRADABLEMATERIALS ATTACHED TOPLANT OR ROOT MASS. B A C K F I L L S H A L L B E 1 0 0 % T O P S O I L . W A T E R S E T T L E A L L P L A N T I N G S T O E N S U R E P L A N T R O O T B A L L M A I N T A I N S 1 2 " H E I G H T A B O V E E X I S T I N G S O I L S W H E N C O M P L E T E . SHRUB PLANTI N G 1" = 1'-0"2 3 2 9 3 3 3 . 1 6 - 0 5