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HomeMy WebLinkAboutCC - Preliminary Plat- R/W R/W RUT 3 I W 0'°O'D wq Y 17 ' 0 BLOCK 1 0 E. MARDIA ST. HILL'S CENTURY FARM SUBDIVISION NO. 5 W. LEVIN ST. ® IBL® 2 TURF FARM SUBDIVISION PRELIMINARY PLAT A PARCEL OF LAND SITUATED IN THE SOUTH 1/2 OF THE SOUTHWEST 1/4, SECTION 33, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO OCTOBER 2017 I WW I I I I wW I R-8 I I I Ww I I O I O I 0 50 100 200 300 I Plan Scale I LEGEND m �I O s I I I O 9 I I - - 10 °SII R1 II 10 11 v�,l I G) 24 Lu PP3.0 23 ENGINEERING PLAN 22 } a F FAA\ PP3.1 O z ENGINEERING PLAN O z 7 21 Q TOTAL NUMBER OF BUILDABLE LOTS a a 17 BLOCK 4 C1. AVERAGE PROPERTY SIZE (NORTH PHASE) 20 vi 2 3O BLOCK 7 19 3,912 SQ. FT. SITE AREA (NORTH PHASE) 18 26 \\ \ 18.79 ACRES 15 14 13 ' RIGHT-OF-WAY AREA TO BE DEDICATED (NORTH PHASE) 12 RIGHT-OF-WAY AREA TO BE DEDICATED (SOUTH PHASE) 16 11 10 09 14 (INCLUDES S. EAGLE RD. & W. LAKE HAZEL RD.) 5 COMMON LOT AREA (NORTH PHASE) G) R/W R/W - W. GISBORNE ST. (�) � 0 � 0 � (�) NORTH PHASE SOUTH PHASE VICINITY MAP: 1"=1,000' TURF FARM SUBDIVISION PRE -PLAT BOUNDARY BOUNDARY LINE OFFSITE PROPERTY LINE LOT LINE SECTION LINE ADJACENT PROPERTY ZONE LOT NUMBER 12 ��q SURVEY CONTROL NOTES \ R-8 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE \ COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL 13 Fo`� (NAVD88) DATUM. 14 FAFA \ \ 2 16 FAFA\\ .e<C1 INDEX OF DRAWINGS O 1s FAFA\ �- SHEET NO. SHEET TITLE © 07 ® O9 10 11 PP1.0 COVER SHEET BLOCK 6 FAFA � 14 20 \\ PP1.1 EXISTING CONDITIONS 13 15 21 \ F O O FAA\ 31 30 29 28 27 26 25 24 23 22 21 20 W. COLLINGWOOD DR. BLOCK 3 12 11 10 @d® 07 © 05 ® 03 02 RUT NOT A PART R/W R/W R/W R/W R/W R/W 1s 17 16 s 22 \\ PP2.0 LAYOUT PLAN - NORTH PHASE 10 ly \ PP2.1 LAYOUT PLAN - SOUTH PHASE 20%L 24 �\ y` s 12 25 Lu PP3.0 CONCEPTUAL ENGINEERING PLAN O a F FAA\ PP3.1 O z ENGINEERING PLAN NUMBER OF COMMON LOTS (NORTH PHASE) 7 H 4 O TOTAL NUMBER OF BUILDABLE LOTS a TOTAL NUMBER OF COMMON LOTS 17 MINIMUM PROPERTY SIZE (NORTH PHASE) 5,940 SQ. FT. AVERAGE PROPERTY SIZE (NORTH PHASE) a Lu 2 3O BLOCK 7 AVERAGE PROPERTY SIZE (SOUTH PHASE) R/W R/W - W. GISBORNE ST. (�) � 0 � 0 � (�) NORTH PHASE SOUTH PHASE VICINITY MAP: 1"=1,000' TURF FARM SUBDIVISION PRE -PLAT BOUNDARY BOUNDARY LINE OFFSITE PROPERTY LINE LOT LINE SECTION LINE ADJACENT PROPERTY ZONE LOT NUMBER 12 ��q SURVEY CONTROL NOTES \ R-8 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE \ COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL 13 Fo`� (NAVD88) DATUM. 14 FAFA \ \ 2 16 FAFA\\ .e<C1 INDEX OF DRAWINGS O 1s FAFA\ �- SHEET NO. SHEET TITLE © 07 ® O9 10 11 PP1.0 COVER SHEET BLOCK 6 FAFA � 14 20 \\ PP1.1 EXISTING CONDITIONS 13 15 21 \ F O O FAA\ 31 30 29 28 27 26 25 24 23 22 21 20 W. COLLINGWOOD DR. BLOCK 3 12 11 10 @d® 07 © 05 ® 03 02 RUT NOT A PART R/W R/W R/W R/W R/W R/W 1s 17 16 s 22 \\ PP2.0 LAYOUT PLAN - NORTH PHASE 10 ly \ PP2.1 LAYOUT PLAN - SOUTH PHASE 20%L 24 �\ y` s 12 25 \ \ \ \ PP3.0 CONCEPTUAL ENGINEERING PLAN 6 5 13 O O O COMPREHENSIVE PLAN DESIGNATION F FAA\ PP3.1 CONCEPTUAL ENGINEERING PLAN NUMBER OF COMMON LOTS (NORTH PHASE) 7 NUMBER OF COMMON LOTS (SOUTH PHASE) 4 O TOTAL NUMBER OF BUILDABLE LOTS \ TOTAL NUMBER OF COMMON LOTS 17 MINIMUM PROPERTY SIZE (NORTH PHASE) 5,940 SQ. FT. AVERAGE PROPERTY SIZE (NORTH PHASE) 7,318 SQ. FT. Lu 2 3O BLOCK 7 AVERAGE PROPERTY SIZE (SOUTH PHASE) 3,912 SQ. FT. SITE AREA (NORTH PHASE) 16.56 ACRES 26 \\ \ 18.79 ACRES OVERALL SITE AREA 35.35 ACRES RIGHT-OF-WAY AREA TO BE DEDICATED (NORTH PHASE) 4.80 ACRES RIGHT-OF-WAY AREA TO BE DEDICATED (SOUTH PHASE) a Q 11 14 (INCLUDES S. EAGLE RD. & W. LAKE HAZEL RD.) 5 COMMON LOT AREA (NORTH PHASE) 2.52 ACRES `�� \ \ PP3.2 CONCEPTUAL ENGINEERING PROFILE 3.37 ACRES OVERALL COMMON LOT AREA 6.59 ACRES OVERALL COMMON LOT AREA - QUALIFIED p 4 0.93 ACRES 8' WIDE PLANTER STRIP AREA (SOUTH PHASE) 0.83 ACRES OVERALL 8' WIDE PLANTER STRIP AREA 27 (EXCLUDES DRIVEWAYS) 15 1 ACREAGE OF QUALIFIED OPEN SPACE (NORTH PHASE) 3.24 ACRES PERCENTAGE OF QUALIFIED OPEN SPACE (NORTH PHASE) 19.57% ACREAGE OF QUALIFIED OPEN SPACE (SOUTH PHASE) 4.20 ACRES ?:1s 22.35% OVERALL ACREAGE OF QUALIFIED OPEN SPACE 7.44 ACRES OVERALL PERCENTAGE OF QUALIFIED OPEN SPACE 21.05% GROSS DENSITY (NORTH PHASE) 3.32 UNITS/ACRE 32 PP3.3 CONCEPTUAL ENGINEERING PROFILE 27 26 25 24 23 22 21 20 19 18 2s I 16 PPL1.0 LANDSCAPE PLAN 29 31 17 30 W I PPL2.0 LANDSCAPE PLAN W. BERGHAN ST. W. BERGHAN CT.rn I I rn BLOCK 2 I 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 I I v I v I I - - - - -- - - EP EP EP EP W. LAKE HAZEL ROAD d3 d3 d3 d3 d3 R/W R/W - R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W RUT DEVELOPER/OWNER 12601 W. EXPLORER DRIVE, SUITE 200 BOISE, IDAHO 83713 PHONE: (208) 378-4000 CONTACT: JON WARDLE EMAIL: jwardle®brightoncorp.com ENGINEER/SURVEYOR KM ENGINEERING 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE: (208) 639-6939 CONTACT: LACHLIN KINSELLA, P.E. EMAIL: Ikinsella@kmengllp.com PRELIMINARY PLAT DATA SITE DATA EXISTING ZONING RUT PROPOSED ZONING (NORTH PHASE) R-8 PROPOSED ZONING (SOUTH PHASE) R-15 COMPREHENSIVE PLAN DESIGNATION MED. -HIGH DENSITY RESIDENTIAL NUMBER OF BUILDABLE LOTS (NORTH PHASE) 55 NUMBER OF BUILDABLE LOTS (SOUTH PHASE) 103 NUMBER OF COMMON LOTS (NORTH PHASE) 7 NUMBER OF COMMON LOTS (SOUTH PHASE) 10 TOTAL NUMBER OF BUILDABLE LOTS 158 TOTAL NUMBER OF COMMON LOTS 17 MINIMUM PROPERTY SIZE (NORTH PHASE) 5,940 SQ. FT. AVERAGE PROPERTY SIZE (NORTH PHASE) 7,318 SQ. FT. MINIMUM PROPERTY SIZE (SOUTH PHASE) 2,680 SQ. FT. AVERAGE PROPERTY SIZE (SOUTH PHASE) 3,912 SQ. FT. SITE AREA (NORTH PHASE) 16.56 ACRES SITE AREA (SOUTH PHASE) 18.79 ACRES OVERALL SITE AREA 35.35 ACRES RIGHT-OF-WAY AREA TO BE DEDICATED (NORTH PHASE) 4.80 ACRES RIGHT-OF-WAY AREA TO BE DEDICATED (SOUTH PHASE) 5.48 ACRES OVERALL RIGHT-OF-WAY AREA TO BE DEDICATED 10.28 ACRES (INCLUDES S. EAGLE RD. & W. LAKE HAZEL RD.) 5 COMMON LOT AREA (NORTH PHASE) 2.52 ACRES COMMON LOT AREA - QUALIFIED (NORTH PHASE) 2.31 ACRES COMMON LOT AREA (SOUTH PHASE) 4.07 ACRES COMMON LOT AREA - QUALIFIED (SOUTH PHASE) 3.37 ACRES OVERALL COMMON LOT AREA 6.59 ACRES OVERALL COMMON LOT AREA - QUALIFIED 5.68 ACRES 8' WIDE PLANTER STRIP AREA (NORTH PHASE) 0.93 ACRES 8' WIDE PLANTER STRIP AREA (SOUTH PHASE) 0.83 ACRES OVERALL 8' WIDE PLANTER STRIP AREA 1.76 ACRES (EXCLUDES DRIVEWAYS) 1,986 ACREAGE OF QUALIFIED OPEN SPACE (NORTH PHASE) 3.24 ACRES PERCENTAGE OF QUALIFIED OPEN SPACE (NORTH PHASE) 19.57% ACREAGE OF QUALIFIED OPEN SPACE (SOUTH PHASE) 4.20 ACRES PERCENTAGE OF QUALIFIED OPEN SPACE (SOUTH PHASE) 22.35% OVERALL ACREAGE OF QUALIFIED OPEN SPACE 7.44 ACRES OVERALL PERCENTAGE OF QUALIFIED OPEN SPACE 21.05% GROSS DENSITY (NORTH PHASE) 3.32 UNITS/ACRE GROSS DENSITY (SOUTH PHASE) 5.48 UNITS/ACRE NET DENSITY (NORTH PHASE) 5.95 UNITS/ACRE NET DENSITY (SOUTH PHASE) 11.14 UNITS/ACRE OVERALL GROSS DENSITY 4.47 UNITS ACRE OVERALL NET DENSITY 8.55 UNITS/ACRE *INCLUDES 50% REDUCTION OF 25' WIDE STREET LANDSCAPE BUFFER **INCLUDES 50% REDUCTION OF 35' WIDE STREET LANDSCAPE BUFFER COMMON LOT AREAS PHASE BLOCK # LOT # LOT AREA (SF) QUALIFIED OPEN SPACE (SF) QUALIFIED OPEN SPACE (ACRES) NORTH 1 1 10,201 10,201 0.23 NORTH 1 5 1,081 0 0.00 NORTH 2 1 1,101 0 0.00 NORTH 2 6 42,147 42,147 0.97 NORTH 4 17 20,647 * 13,453 0.31 NORTH 5 9 33,597 33,597 0.77 NORTH 6 1 1,179 1,179 0.03 SOUTH 2 15 92,519 ** 76,092 1.75 SOUTH 2 30 1,986 0 0.00 SOUTH 3 1 3,719 0 0.00 SOUTH 3 13 936 0 0.00 SOUTH 4 4 2,700 0 0.00 SOUTH 4 8 1,388 0 0.00 SOUTH 4 12 2,410 0 0.00 SOUTH 4 16 9,453 * 8,679 0.20 SOUTH 6 13 27,206 27,206 0.62 SOUTH 7 11 34,820 34,820 0.80 *INCLUDES 50% REDUCTION OF 25' WIDE STREET LANDSCAPE BUFFER **INCLUDES 50% REDUCTION OF 35' WIDE STREET LANDSCAPE BUFFER N U i� 0 C6 w 0 0 Z S89°51'59 'E 992.31'- - - - - - - - - - - '��_-, r " -'-�, X - x x BENCHMARK I o - 12" IE (SW): 2693.51 I IRR PUMP SYSTEM SET SPIKE�\ yIl IIII 12" IE (NE): 2691.64 TO BE REMOVED EL: 2696.75 30" IE (N): 2687.67 ± III II i 1 I i 2694 I 1111 IIh ROCK PILE I Io --2695_ I LTI > / (.0ri $ �I �I $ I I ��-25' PRESCRIPTIVE I I ACHD R/W / I h m 2696 PERI rRR 25' EP, OF SURVEY RECORD 4531 I I$w tV Ij \ i \\\ Q o _ TURF \ f \\\\\ I IRR UNPLATTED i 1l IXI IRR CL TEN MILE CREEK III ~ \ 6100 S. EAGLE RD. APN: S1133336210 + 20'X30' PRV EASEMENT I f PER INST. NO. 107001567 35.354 AC. ± ZONE A PER COMMUNITY PANEL NUMBER16001C I I� REMOVE LANDSCAPE SIGN - 0265 H, NATIONAL FLOOD INSURANCE INSURANCE PROGRAM, FLOOD INSURANCE \ i RATE MAP, REVISED AND EFFECTIVE \ FEBRUARY 19, 2003. ZONE A AREA NO BASE FLOOD ELEVATIONS DETERMINED. En I I SCALE READER TO I WELL TO BE �I \ BE REMOVED ABANDONED AND CAPPED PER IDWR I( / REQUIREMENTS p \ \ RR TIE RETAINING \ WALL/RAMP IRR N V�+ \ PROPANE TANK I \ GRAVEL/DIRT / TO BE REMOVED \ g \\ IRR ED ED ED ED I '- II I SCALE TO BE REMOVED - - I IIII -2699 IF+ IIII I STORAGE TRAILER TO BE REMOVED I I � I ell S89°56'25"W 449.84' ~ \ SHOP TO BE REMOVED \ 411 I GRAVE \ S00° 13 37"W 128.01' V I W TURF I I � \ I IM \ I BENCHMARK SET SPIKE �\ EL: 2700.58 \� 1 0S I \ 1 CIV I I �min A m) �a L I I I VERTICAL6 ' ° NOT A PART CURp 1 I III I I S89 56 25 W 139.97 \ / \ a' B jI co I M _ gl �,A00C14' I I I \ LO > o 12" IE (S): 2700.51 15" IE (SW). 2699.95 I Z (n o 12" IE (N): 2700.47 - a l r 15" IE (NE). 2700.28 1 1 � � CONCRETE DITCH TO BE g I \ REMOVED AND TILED \ 12" IE (SW): 2700.01 I 12" IE (W): 2702.66 \ 15" IE (S): 2700.23 1 I I 'n 12" IE (S): 2701.31 1 \� 12' IE (E): 2702.57 2701- - - DI W/12" IE (NE): 2697.04 12" IE (N): 2701.41 - \ 12" IE (NE): 2701.17 8 -12" IE (SE): 2700.94- _ 12" IE (E): 2701.58 - - _ L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - -`- = = - - - - -� �� - - - - - .�._ , _ - - - - - - - - - - - - - - - - - - - - - - - EP iv EP EPS - EP iY i EPs9+ - EP- -EP - - - ~= Ea �Ev - W T T -� T _T.3N. R.1 E. 718.50' (� ` E. LAKE HAZEL RD. S89056'25"W 951.25'_ - FOUND ALUMINUM CAP _,,W- T.2N. R.1 E. - - - - - - - - - - - - - - - - - - - - - EP� - - EF e a EP - -EP-EP-EP-EP _ EP -EP -EP EP -EP -EP E7 EY EP E➢ ER-- - SW CORNER SECTION 33 R/w R/W R/W R/w R/W R/w R/W R/W R/w R/W R/W R/W R/w R/W R/W R/w R/W R/W R/w c R/W R/W R/W R//VW R/w R/w R/W R/w R/W R/W R/w R/W R/Ww R/W R/W R/w �' 15" IE (N): 2700.37'Z 24" IE (N): 2695.80±__----- 4" IE (S): 2694.95 ±> r 0 40 80 160 240 Plan Scale LEGEND ® N FOUND ALUMINUM CAP MONUMENT . / QO FOUND 5/8 -INCH REBAR AS NOTED ® SURVEY CONTROL POINT (SPIKE) - S III CALCULATED POINT QW 8"w 8'w 8'w 8 B"W s"w 8 8"w 8 "W y {y m II IIIImI I I / \ FIRE HYDRANT 8 B"5 B'S 5 85 8'S 8"S 85 3 � 3 3 s II III III ►I � O 1 WATER MANHOLE Ix WATER SPIGOT wv �Q -- Lu I IM I/\I J IRRIGATION RISER FOUND 5/8 -INCH REBAR MARKED "3260" Q II >P TEST PIT S 1/16 CORNER SECTIONS 32&33 HILL'S CENTURY FARM N� - I III I 30" IE (S): 2686.32 t III MAILBOX 0 SUBDIVISION No. 5 0 / IIII II TELEPHONE PEDESTAL C -O-) 18" IE (W): 2694.86 m POWER METER S89°51'59 'E 992.31'- - - - - - - - - - - '��_-, r " -'-�, X - x x BENCHMARK I o - 12" IE (SW): 2693.51 I IRR PUMP SYSTEM SET SPIKE�\ yIl IIII 12" IE (NE): 2691.64 TO BE REMOVED EL: 2696.75 30" IE (N): 2687.67 ± III II i 1 I i 2694 I 1111 IIh ROCK PILE I Io --2695_ I LTI > / (.0ri $ �I �I $ I I ��-25' PRESCRIPTIVE I I ACHD R/W / I h m 2696 PERI rRR 25' EP, OF SURVEY RECORD 4531 I I$w tV Ij \ i \\\ Q o _ TURF \ f \\\\\ I IRR UNPLATTED i 1l IXI IRR CL TEN MILE CREEK III ~ \ 6100 S. EAGLE RD. APN: S1133336210 + 20'X30' PRV EASEMENT I f PER INST. NO. 107001567 35.354 AC. ± ZONE A PER COMMUNITY PANEL NUMBER16001C I I� REMOVE LANDSCAPE SIGN - 0265 H, NATIONAL FLOOD INSURANCE INSURANCE PROGRAM, FLOOD INSURANCE \ i RATE MAP, REVISED AND EFFECTIVE \ FEBRUARY 19, 2003. ZONE A AREA NO BASE FLOOD ELEVATIONS DETERMINED. En I I SCALE READER TO I WELL TO BE �I \ BE REMOVED ABANDONED AND CAPPED PER IDWR I( / REQUIREMENTS p \ \ RR TIE RETAINING \ WALL/RAMP IRR N V�+ \ PROPANE TANK I \ GRAVEL/DIRT / TO BE REMOVED \ g \\ IRR ED ED ED ED I '- II I SCALE TO BE REMOVED - - I IIII -2699 IF+ IIII I STORAGE TRAILER TO BE REMOVED I I � I ell S89°56'25"W 449.84' ~ \ SHOP TO BE REMOVED \ 411 I GRAVE \ S00° 13 37"W 128.01' V I W TURF I I � \ I IM \ I BENCHMARK SET SPIKE �\ EL: 2700.58 \� 1 0S I \ 1 CIV I I �min A m) �a L I I I VERTICAL6 ' ° NOT A PART CURp 1 I III I I S89 56 25 W 139.97 \ / \ a' B jI co I M _ gl �,A00C14' I I I \ LO > o 12" IE (S): 2700.51 15" IE (SW). 2699.95 I Z (n o 12" IE (N): 2700.47 - a l r 15" IE (NE). 2700.28 1 1 � � CONCRETE DITCH TO BE g I \ REMOVED AND TILED \ 12" IE (SW): 2700.01 I 12" IE (W): 2702.66 \ 15" IE (S): 2700.23 1 I I 'n 12" IE (S): 2701.31 1 \� 12' IE (E): 2702.57 2701- - - DI W/12" IE (NE): 2697.04 12" IE (N): 2701.41 - \ 12" IE (NE): 2701.17 8 -12" IE (SE): 2700.94- _ 12" IE (E): 2701.58 - - _ L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - -`- = = - - - - -� �� - - - - - .�._ , _ - - - - - - - - - - - - - - - - - - - - - - - EP iv EP EPS - EP iY i EPs9+ - EP- -EP - - - ~= Ea �Ev - W T T -� T _T.3N. R.1 E. 718.50' (� ` E. LAKE HAZEL RD. S89056'25"W 951.25'_ - FOUND ALUMINUM CAP _,,W- T.2N. R.1 E. - - - - - - - - - - - - - - - - - - - - - EP� - - EF e a EP - -EP-EP-EP-EP _ EP -EP -EP EP -EP -EP E7 EY EP E➢ ER-- - SW CORNER SECTION 33 R/w R/W R/W R/w R/W R/w R/W R/W R/w R/W R/W R/W R/w R/W R/W R/w R/W R/W R/w c R/W R/W R/W R//VW R/w R/w R/W R/w R/W R/W R/w R/W R/Ww R/W R/W R/w �' 15" IE (N): 2700.37'Z 24" IE (N): 2695.80±__----- 4" IE (S): 2694.95 ±> r 0 40 80 160 240 Plan Scale LEGEND -�2700_� ___ CONTOUR LINE (NAVD 88) SURVEY NOTES 1. THIS SURVEY WAS MADE ON THE GROUND ON DECEMBER 30, 2015. 2. UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE LOCATION ONLY AND ARE BASED ON ABOVE GROUND EVIDENCE AND UTILITY MAPS OBTAINED FROM APPROPRIATED UTILITY COMPANIES. 3. THE DATUM USED HEREON IS BASED ON NAVD 88. 4. BUILDINGS EXIST ON THE SUBJECT PROPERTY AND ARE SHOWN HEREON, 5. THERE IS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS, 6. NUMEROUS LANDSCAPE AND IRRIGATION FACILITIES AND EQUIPMENT EXIST ON THE PROPERTY, BUT DUE TO THE COMPLEXITY ARE NOT COMPLETELY SHOWN HEREON. THESE INCLUDE SPRINKLERS, PRESSURE IRRIGATION PIPING, CONTROL BOXES, VALVES AND OTHER IRRIGATION/LANDSCAPING ELEMENTS. -T T- T T T T - EP EP EP- . -!P --moi'_ - 981.92' FOUND ALUMINUM CAP S 1/4 CORNER SECTION 33 TURF FARM SUBDIVISION EXISTING CONDITIONS MERIDIAN, IDAHO REVISIONS NO. ITEM DATE 1 REVISED PLAT LAYOUT 1/11/2018 2 REVISED ENGINEERING AND LANDSCAPE PLANS 1/29/2018 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX(208)639-6930 0NAL fN �CENSF'oc/'�Fc�` 16860 s> 1/29/18 �o Q OF ti� iN C. y-, DATE: 10/12/17 PROJECT: 15-147 SHEET NO. PP1.1 ® FOUND ALUMINUM CAP MONUMENT QO FOUND 5/8 -INCH REBAR AS NOTED ® SURVEY CONTROL POINT (SPIKE) CALCULATED POINT QW WELL FIRE HYDRANT O WATER MANHOLE WATER SPIGOT wv �Q WATER VALVE IM I/\I IRRIGATION RISER >P TEST PIT a MAILBOX 0 TELEPHONE PEDESTAL C -O-) POWER POLE m POWER METER FLAG POLE DECIDUOUS TREE BOUNDARY LINE - - - ADJACENT PROPERTY LINE - - - - SECTION LINE R/w R/W R/W RIGHT OF WAY LINE --------------- EASEMENT LINE ci ci GRAVITY IRRIGATION LINE ci ci w w WATER LINE -w w- op -op -op- OVERHEAD POWER LINE P P P UNDERGROUND POWER LINE P T T UNDERGROUND TELEPHONE LINE -T T- x x FENCE LINE x x En En EDGE OF DIRT EDGE OF GRAVEL EP OF PAVEMENT -EP -EP -EDGE CONCRETE AREA ° a a • _ • _ • _ • _ • _ FLOODPLAIN BOUNDARY VERTICAL CURB LINE BUILDING FOOTPRINT -�2700_� ___ CONTOUR LINE (NAVD 88) SURVEY NOTES 1. THIS SURVEY WAS MADE ON THE GROUND ON DECEMBER 30, 2015. 2. UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE LOCATION ONLY AND ARE BASED ON ABOVE GROUND EVIDENCE AND UTILITY MAPS OBTAINED FROM APPROPRIATED UTILITY COMPANIES. 3. THE DATUM USED HEREON IS BASED ON NAVD 88. 4. BUILDINGS EXIST ON THE SUBJECT PROPERTY AND ARE SHOWN HEREON, 5. THERE IS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS, 6. NUMEROUS LANDSCAPE AND IRRIGATION FACILITIES AND EQUIPMENT EXIST ON THE PROPERTY, BUT DUE TO THE COMPLEXITY ARE NOT COMPLETELY SHOWN HEREON. THESE INCLUDE SPRINKLERS, PRESSURE IRRIGATION PIPING, CONTROL BOXES, VALVES AND OTHER IRRIGATION/LANDSCAPING ELEMENTS. -T T- T T T T - EP EP EP- . -!P --moi'_ - 981.92' FOUND ALUMINUM CAP S 1/4 CORNER SECTION 33 TURF FARM SUBDIVISION EXISTING CONDITIONS MERIDIAN, IDAHO REVISIONS NO. ITEM DATE 1 REVISED PLAT LAYOUT 1/11/2018 2 REVISED ENGINEERING AND LANDSCAPE PLANS 1/29/2018 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX(208)639-6930 0NAL fN �CENSF'oc/'�Fc�` 16860 s> 1/29/18 �o Q OF ti� iN C. y-, DATE: 10/12/17 PROJECT: 15-147 SHEET NO. PP1.1 25' ACHD PRESCRIPTIVE RIGHT—OF—WAY 23' RIGHT—OF—WAY TC BE DEDICATED 0 25 50 100 150 Plan Scale LEGEND GENERAL NOTES BOUNDARY LINE OFFSITE BOUNDARY LINE PROPOSED LOT LINE FUTURE RIGHT—OF—WAY LINE PROPOSED EASEMENT COMMON AREA LOT O FOUND 1/2 INCH REBAR FOUND 5/8 INCH REBAR ® SPIKE 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN CONFORMANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. 2. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. SETBACKS SHALL BE MEASURED FROM THE PROPERTY LINE OR THE ADJACENT SIDEWALK, WHICHEVER IS MORE RESTRICTIVE. 3. ANY RE SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, MERIDIAN STREET LIGHTS, IRRIGATION AND LOT DRAINAGE, UNLESS OTHERWISE DIMENSIONED. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF PROPER HARD—SURFACED DRIVEWAYS FOR ACCESS TO EACH INDIVIDUAL LOT. 5. UNLESS OTHERWISE SHOWN, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE (5) FOOT PERMANENT EASEMENT ON EACH SIDE OF THE INTERIOR SIDE LOT LINES, AND A TEN (10) FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE. 6. IRRIGATION WATER WILL BE PROVIDED BY THE NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b), DEVELOPER WILL PROVIDE A PRESSURIZED IRRIGATION SYSTEM USING THE ALLOTTED SURFACE WATER RIGHT. THE "P.I." SYSTEM WILL BE DEDICATED TO THE NEW YORK IRRIGATION DISTRICT FOR OPERATION AND MAINTENANCE. ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW YORK IRRIGATION DISTRICT. 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 8. RESTRICTIVE COVENANTS AND CONDITIONS, RECORDED IN CONJUNCTION WITH THE FINAL PLAT, WILL BE IN EFFECT FOR THIS SUBDIVISION. 9. DIRECT LOT ACCESS TO EAGLE ROAD, LAKE HAZEL ROAD, AND W. WOODSMAN WAY IS PROHIBITED. 25' 1 40' 1 35' 1 45 \ 10' 0 0 0 35' 1 45' 21' -8' 8' 18' Lu a 0 z a J a a m W. GISBORNE ST. MATCH LINE - SEE SHEET PP2.0 iv 0 25 50 100 150 � o Plan Scale LEGEND 16 110' 14 r 13 40' 15 17 Vo. �W `" 40' 40' SO, 50' 25' ACHD — — OFFSITE BOUNDARY LINE PRESCRIPTIVE =o m= PROPOSED LOT LINE RIGHT-OF-WAY Lo 16 �j�� m o 35' 45' 70, . Lo Ss N • `? ` ` 12 FUTURE RIGHT-OF-WAY LINE 1 8' 40' L, 17 • • " • " co 35' 40' 7' 21 0 BLOCK 6 . " . �Y . " . o �j. i� Lo 11 REVISIONS , raj � 10 c O 0 00 to 23' RIGHT-OF-WAY TO 30 0 29 0 BE DEDICATED 27 X90. 25 17 47' 8' 27' 13' 27' 23' �j, ,`. V O 4' 15 BLOCK 4 o wOD �S, Lo 0 FOUND 5/8 INCH REBAR O. 0)5 35' 35' 35' 35' 25' LANDSCAPE BUFFER 35' 35' 35' 35' 83' 40' 50' O 56' zo ro, 10' 35' 45' \ 10' 0 0 0 35' 1 45' 21' -8' 8' 18' Lu a 0 z a J a a m W. GISBORNE ST. MATCH LINE - SEE SHEET PP2.0 iv 0 25 50 100 150 � o Plan Scale LEGEND 16 110' 40' 40' 40' 40' BOUNDARY LINE 17 Vo. �W `" 40' 40' SO, 50' . �' — — OFFSITE BOUNDARY LINE M� =o m= PROPOSED LOT LINE TURF FARM SUBDIVISION Lo 16 �j�� m o O. Ap, 22 Rp, . \%%% 70, . Ss m • `? ` ` FUTURE RIGHT-OF-WAY LINE 17 • • " • " co �n 0 00 27 Ap. PROPOSED EASEMENT 21 0 BLOCK 6 . " . �Y . " . o kDc ' . ' O_ '��' ��• �� ` REVISIONS , s �,�, m 00 to COMMON AREA LOT n 0 pp 31 30 0 29 0 28 27 X90. 25 '. 23 22 35 `Lo �j, ,`. V O FOUND 1/2 INCH REBAR 15 35 0 40' o 10. �S, 0 . . 9' FOUND 5/8 INCH REBAR 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 50' 16 4' SPIKE 60' M� =o m= TURF FARM SUBDIVISION Lo 16 U-) m o O. Ap, 22 Rp, . \%%% LAYOUT PLAN - SOUTH PHASE Ss m D 80' 17 • • " • " co �n 0 00 27 in 0 U) 0 �n 00 26 � 25 00 0 in 24 00 23 00 22 W 0 in 0 Lo 21 0 BLOCK 6 0 in 18 00 o kDc ' . ' O_ '��' ��• �� ` REVISIONS , s �,�, m 17 to .� . 18 S, " 'o 0 n 0 pp 31 30 0 29 0 28 27 26 0 25 24 0 23 22 21 20 19 O �` O• 0 4 �'.'. 9' ifl O. 35' 35' 35' 35' 35' 35' 35' 35' 35' 35' 83' 10' 84' ` 10' 10' 16' 30' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 49' 44 0 24 34' 50' 111 Ili W. COLLINGWOOD DR. 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' BLOCK 3 0 12 0 11 0 10 0 o ® 0 o © 0 50 00 o o o r 40' 1 40' 1 40' 1 40' 1 40' 1 40' 1 40' 1 40' 1 40' 1 40' GENERAL NOTES 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN CONFORMANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. 2. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. SETBACKS SHALL BE MEASURED FROM THE PROPERTY LINE OR THE ADJACENT SIDEWALK, WHICHEVER IS MORE RESTRICTIVE. 3. ANY RE SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, MERIDIAN STREET LIGHTS, IRRIGATION AND LOT DRAINAGE, UNLESS OTHERWISE DIMENSIONED. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF PROPER HARD -SURFACED DRIVEWAYS FOR ACCESS TO EACH INDIVIDUAL LOT. 5. UNLESS OTHERWISE SHOWN, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE (5) FOOT PERMANENT EASEMENT ON EACH SIDE OF THE INTERIOR SIDE LOT LINES, AND A TEN (10) FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE. 6. IRRIGATION WATER WILL BE PROVIDED BY THE NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b), DEVELOPER WILL PROVIDE A PRESSURIZED IRRIGATION SYSTEM USING THE ALLOTTED SURFACE WATER RIGHT. THE "P.I." SYSTEM WILL BE DEDICATED TO THE NEW YORK IRRIGATION DISTRICT FOR OPERATION AND MAINTENANCE. ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW YORK IRRIGATION DISTRICT. 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 8. RESTRICTIVE COVENANTS AND CONDITIONS, RECORDED IN CONJUNCTION WITH THE FINAL PLAT, WILL BE IN EFFECT FOR THIS SUBDIVISION. 9. DIRECT LOT ACCESS TO EAGLE ROAD, LAKE HAZEL ROAD, AND W. WOODSMAN WAY IS PROHIBITED. '`JZ � ® �� �� �O. 1� BLOCK 2 )�•_ ' W W " � " � � W " 32 O O. 12 10' 10' 32 CIO. SS. 13 136' 32' cA 0 w 43,Co > 0 0 BLOCK 7 79' i� 90' 43 Q 0 31' 11 r7 14 N 60' 0i 41 31 80 27 .`.'. 40' Oi 80' j 32 R/W R/W R/W R/W I R/W 35' 35' 35' 35' 35' 35' 35' 35' 35' 35' N N 0 28 c,, 60' M� =o m= TURF FARM SUBDIVISION Lo 16 U-) m o 90+. .1. . .W LAYOUT PLAN - SOUTH PHASE Ss m D 80' V+LLyW`+y�++yV co �n 0 00 27 in 0 U) 0 �n 00 26 � 25 00 0 in 24 00 23 00 22 W 0 in 0 Lo 21 0 ir) 0 in 0 �n W 20 � 19 00 0 in 18 00 o 29 31 " 0 0 REVISIONS , s �,�, m 17 to 90' 80' , 9' ifl 3o cNv q3 14' 35' 35' 35' 35' 35' 35' 35' 35' 35' 35' 83' 10' 84' ` 10' 10' 16' W. BERGHAN ST. W. BERGHAN CT. ul 50' 40' 40' 40' 40' 45' 45' 40' 40' 40' 40' 45' 45' 40' 40' 40' 40' 40' 40' O 52 o 51 o 50 O 49 48 47 o 46 O 45 0 44 o 43 O 42 O 41 O 40 O 39 O 38 37 65' 50' 40' 40' 40' 40' 45' 45' 40' 40' 40' 40' 45' 45' 40' 40' 40' 40' 40' 40' 63' M. . . . . .'. ` . . . . .'. . . . . . . . ` . . . 941'. . . " . . . . . . . . . . . . . . . . . . . . . — — — — — — — — — — — — — — — — — — — —— if — — — — — — — — — — — — — — — — — — _EH — — _R0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — !— h W. LAKE HAZEL ROAD R/W R/W R/W R/W I R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W- — R/W R/W R/W R/W R/W GA N Co r N N M� =o m= TURF FARM SUBDIVISION m o o o LAYOUT PLAN - SOUTH PHASE Ss m D MERIDIAN, IDAHO Dm 0 REVISIONS , s �,�, m 0 25 50 100 150 Plan Scale LEGEND BOUNDARY LINE OFFSITE BOUNDARY LINE PROPOSED LOT LINE FOUND 1/2 INCH REBAR FOUND 5/8 INCH REBAR SPIKE PROPOSED IMPROVEMENTS s s s SEWER LINE —w—w— WATER LINE GI GI GRAVITY IRRIGATION LINE SEWER MANHOLE `9. FIRE HYDRANT —w w_< DUAL WATER SERVICE w w------ \ SINGLE WATER SERVICE 2645 PROPOSED CONTOUR AREA s s w G G op- -op— I, P — oP EP EG EXISTING FEATURES s SANITARY SEWER LINE w WATER LINE c GAS LINE oP OVERHEAD POWER LINE oP GRAVITY IRRIGATION LINE SEWER MANHOLE WATER VALVE WATER METER FIRE HYDRANT POWER POLE POWER BOX EP EDGE OF PAVEMENT EG EDGE OF GRAVEL m - / SEWER ALIGNMENT "G" I I 0 69� I �\ �\ GENERAL NOTES m _ pl I PI PI PI O /' _0 , 0 2686 (SEE SHEET PP3.3) (4o 2697 0 2 v \ \ i� + - o Fo Fo \ 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS a I BLocK4 2697 N a \ \`� WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING � is \ \ � WATER MAINS IN S. EAGLE RD. AND S. TINDARIS AVE. \ 21 y Q 0 4 Q 0 19 18 17 16 .� SEWER ALIGNMENT "C° AQ F\ \\ R RV V F A H O O O O \F`o \ 2. SANITARY SEWE SERVICE WILL BE PROVIDED BY THE CITY 0 MERIDIAN. THE m (SEE SHEET PP3.2) \ PROPERTY WILL BE SERVED BY CONNECTION TO THE EXISTING SEWER MAIN IN S. TINDARIS AVE. .y Z � 13 \ \ \\ \ ma 2697 o Fo \ To3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE J a SSMH #C-3 I \ \ F \ REFINED DURING FINAL DESIGN. CPa \\ co 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN 20 m 269 2698 1a Fo �O \ ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY o� \I I O o .. a� e• e� \ \\ OF MERIDIAN REQUIREMENTS. w _- 0 o H P o_ �g °° Fa \\\ 5. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH 'W 8'W 8 8'W 8'W 8 W 811Y 8'W — $ s'W 8'W 8'W 8'W 8'W b / F'° \ l I 69 6g 24��ooz--W- �'1`�e °� THE STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND I ? / / 2+00 +00 2 M G���� ST_ -5+00 \ \ PRESSURE IRRIGATION. 1 m 8"s 8 S Ws 8 s i 8-s—a-s-8"s 8"s 8'"s 8 of \ \ Co - 2697 \ �"c� EO \ 6. AL STREETS A BDEDICATED ED ACHD AND LI B C. ROADWAYS ILL I==--r��= -- • ;;, ____:�_;;,____,_------;F'J -- '$ _v_---- `� B 9x8 \ BECONSTRUCTED TO AT LEAST MINIMUM ACHD STANDARDS. SEE THE PRELIMINARY 19 --- -- - --- -- ` ROADWAY CROSS-SECTIONS SHEET PP 3.1. v w I ` 269) -' SSMH #B-1 SSMH #B-2 SS #B-3 q� F p0 I \ 7. STORM DRAINAGE FROM THE PUBLIC ROADWAYS SHALL BE COLLECTED IN CURB CoSEWER ALIGNMENT "B" SEWER ALIGNMENT "B" AND GUTTER AND ROUTED TO STORM FACILITIES DESIGNED TO ACHD STANDARDS. ` ` ` THE PRELIMINARY STORM FACILITIES ARE SHOWN AS SEEPAGE BEDS. THE SIZES (SEE SHEET PP3.2) (SEE SHEET PP3.2) AND LOCATIONS WILL BE REFINED DURING FINAL DESIGN. 12 k rn 0�., e w o 8. SANITARY SEWER, WATER, AND STORM DRAINAGE FACILITIES LOCATED OUTSIDE A \�� PUBLIC RIGHT-OF-WAY WILL BE PROVIDED WITH A PERMANENT PUBLIC UTILITY 41 w I �I 18 Q+p 1 @O O O © O ® O 10 11 Q` 8rs 0OB}y EASEMENT. � B z 9. AN ACHD LANDSCAPE LICENSE AGREEMENT WILL BE OBTAINED FOR THE 8' PLANTER 7y STRIP PROPOSED BETWEEN SIDEWALKS AND BACK OF CURB. N Pi 000 Ww 2698 i - I Ti?�°2 f~': �— 00 MATCH LINE - SEE SHEET PP3.1 z O I— U z O U ryC O LL O z I oc Q z_ Lu oc MATCH LINE - SEE SHEET PP3.0 PI - LolI FA \ T ,2698 0 25 50 100 150 16 / \ \ \� F"v IRR Plan Scale \ \ FA \ \ \ � B N FA \\ \ 'o �v Q\ \ \a N SEWER ALIGNMENT "C" °D (SEE SHEET PP3.2) P\/ SSMH #Cpi 15 1 9 B 21 A, \ \\ \ \ INA RR �� BLOCK 6 � s � 31 30 29 28 27 26 25 24 23 22 21 20 I SEWER ALIGNMENT "D" ®® 27 X699 (SEE SHEET PP3.3) - - 14 13 j O w � � m 15 2699 rn I °C vOD "F" .j - I ao a v \ SEWER ALIGNMENT (SEE SHEET PP3.3) 7 Q Lu \ O I N I\ \ 2;10 z 8tiV - a p 12 I I \ � 8•�� 8 S vi MATCH LINE - SEE SHEET PP3.0 PI - LolI FA \ T ,2698 0 25 50 100 150 16 / \ \ \� F"v IRR Plan Scale \ \ FA \ \ \ � B N FA \\ \ 'o �v Q\ \ \a N SEWER ALIGNMENT "C" °D (SEE SHEET PP3.2) P\/ SSMH #Cpi 15 1 9 B 21 A, \ \\ \ \ INA RR �� BLOCK 6 � s � 31 30 29 28 27 26 25 24 23 22 21 20 SEWER ALIGNMENT "D" ®® X699 (SEE SHEET PP3.3) - - I� 00 s•w BLOCK 4 16 � 11 12706 �r � 1• 10 0 � 1 SSMH #F-6 a I Oil �11 PI I PIPI SEWER ALIGNMENT "F" (SEE SHEET 1PP3.3) O 2708 III \ _I o l -1 ! COO LOOP C� 13 I III 5 �p ° 7 2 (A t S ,00 I!2I710 lI 8 8•W �: a•s . SSMH #F-7 O /2712 I1l\\ 1 27o,, 3 w a > ' \ �O 3 1, O 2-7 14 I \\\\\\\ z ILIN\\ \ \�� ��o aLn ILI SSCO #F-8 I 01 NOTES 1. SEE SHEET PP3.0 FOR LEGEND AND NOTES. 48' PROPOSED ROAD WIDENING -17' MIN. 14' 2%— ASPHALT PAVEMENT - 3' GRAVEL 3/4" -MINUS CRUSHED AGGREGATE BASE SHOULDER 6 -INCH MINUS PIT -RUN SUBBASE S. EAGLE RD. SECTION NTS 0os A � e3` �22S\ 2699 \ \ SEWER ALIGNMENT "D" /pp �\\�\` q�l� 23 Q\ \ \ \\ \ IRR (SEE SHEET PP3.3) tvrs f /�0 ay SSMH #D-4 a"w s w 8'w 8 s•w s•w a•w>?DR. s w s w 269882 8w ga•w 00 a•s�/ 12 \\'��• ��� FA \ \ \ \ 00 _2b' 2+00 3+00 W. COLLINGWO+00 5+00 69g, 26 8 6k as� °7 SSMH #C-5 ss —I— s•s ss ss � s•s ., a•s s'f; 8-s s � a•sAx , -SD 1 18•S 1 18•SD i S 18•8•SD 18•SO I o \�o SSMH #D-3 SSMH #D-1 SSMH #D-2 \ \ Q Q� A O \ \\ �p62699° SSMH r• 30 / Q\�#C-6 9 9 \ o P \\ A, 2700- 1 R/W 81' 0.5' 21' 21' BACK-TO-BACK BACK-TO-BACK 8 5.0' 8' 12' ISLAND PLANTER SIDEWALK PLANTER TBC -TBC STRIP STRIP ///�///�///�//�/� ' " 6" VERTICAL CURB 6" VERTICAL (NO GUTTER) 1' FLAT CURB &GUTTER LANDING, TYP. 3:1 MAX. SLOPE ASPHALT PAVEMENT TO EXISTING TYP. 3/4" -MINUS CRUSHED AGGREGATE BASE 6 -INCH MINUS PIT -RUN SUBBASE DIVIDED APPROACH (W. WOODSMAN WAY) NTS R/W i 60' 0.5' 16.5' 16.5' CENTER -TO -BACK CENTER -TO -BACK 8' 5.0' 8 PLANTER SIDEWALK PLANTER STRIP STRIP 3" ROLLED CURB & GUTTER / ASPHALT PAVEMENT J 3/4" -MINUS CRUSHED AGGREGATE BASE - 6 -INCH MINUS PIT -RUN SUBBASE TYPICAL LOCAL ROAD NTS TO EXISTING �TYP. R/W 25' COMMON LOT W/ LANDSCAPE BERM 3'•1....M,IIr� 1' FLAT LANDING, TYP. LANDSCAPE PLAN i\ 5.0' WIDE SIDEWALK BORROW DITCH 3.• j IL _MgX O I O R/W 0.5' 5.0' SIDEWALK R/W �- 0.5' 5.0' SIDEWALK 2 -- 2699-F\/ 11 14 0) 0 \ \ \\ \ \\ \\ \oA N PI 1 I P PI PI PI P PI 1121 -1121 PI PI 1131 �Qi SEWER ALIGNMENT C" ° Lu 1 C\ \ 32\\ � � `ti (SEE SHEET PP3.2) 2700 Q 16 0 0 �, GOP o o 27 26 25 24 23 22 21 20 19 18 29 .o \ t J Lu 17 f W 1 �j N Aw OO � : • .' �' ao '9 � 1 \ SSMH #E-1� 'as ' Z�pO SSMH #C-7 1a sD Egg a 1 1 IIS\ _ •W e•w 8-w a•w a•w 8•w 8•w e•w 8•w e•w 8•w e -w 8•w 8 -w _ $•w $,II $-w 1 2+00 3+00 0 4+00 W. BERGHAN ST. 5+00 6+00 16+0 W. BERGHAN_Q . +00 1 I I I I 8•s R•s a s e l e s i a•s Is•s 8-s 8•1 a•s 8's--les—as s•s 8•sl s•s i e•s 8•s Is I 1 I • -' t ' SEWER ALIGNMENT "E"SEWER ALIGNMENT "C" SSMH #C-8 I 1 II (SEE SHEET PP3.3) SSMH #E-2 $ I ^Op (SEE SHEET PP3.2):2 A/ 1 III / 20' WIDE SECONDARY 11 I II BLOCK 2 EMERGENCY ACCESS 52 51 50 49 48 47 46 45 44 43 42 38 34 41 40 39 37 36 35 33 / 11 I I 2700 I PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI __--PI PI 1121-1131- v —' \Ill �. i —2701- e _j_—' I OR I IR 2 EG- EG- E EG- �G EG. E EG. EG EGG-- �JeG- Eg�EG� EG- E E G — EP-- EP-- — Elm----- -----�--EP�EP_ -EP _ -EP-- -- EP EP -- ---- = - -- ----� ------ — —2703 W. LAKE HAZEL ROAD 2703 — _ _ r �— — EP `-ER EP EP EP EP EP EP EP EP EP / EP EP EP EP EP EP EP _EP— _ -E EG EG - W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W — R/W - — R/W R/W R/W R/W R/W � R/W 50' PROPOSED ROAD WIDENING -17' MIN. 14' 2%— ASPHALT PAVEMENT J 3' GRAVEL 3/4" -MINUS CRUSHED AGGREGATE// BASE SHOULDER 6 -INCH MINUS PIT -RUN SUBBASE W. LAKE HAZEL RD. SECTION NTS 1 R/W 35' COMMON LOT W/ LANDSCAPE BERM 1' FLAT GRASS PER LANDING, TYP. LANDSCAPE PLAN 5.0' WIDE SIDEWALK BORROW DITCH NO. 1 2 TURF FARM SUBDIVISION CONCEPTUAL ENGINEERING PLAN MERIDIAN, IDAHO REVISIONS ITEM DATE REVISED PLAT LAYOUT 1/11/2018 REVISED ENGINEERING AND LANDSCAPE PLANS 1/29/2018 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX(208)639-6930 SS\ONAL t* .\CENSFD iyF� 16860 DATE: 10/12/17 PROJECT: 15-147 HEET NO. PP3.1 w m N 0 0 06 0 m ti PROFILE SCALE PIPE DIMENSION IS PROFILE SCALE PIPE DIMENSION IS PROFILE SCALE PIPE DIMENSION IS HORIZ: 1 = 50 MEASURED FROM HORIZ: 1 = 50 MEASURED FROM HORIZ: 1 11= 50 MEASURED FROM VERT: 1" = 5' CENTER MANHOLE VERT: 1" = 5' CENTER MANHOLE VERT: 1" = 5' CENTER MANHOLE 2710 TO MANHOLE 2710 2710 TO MANHOLE 2710 2710 TO MANHOLE 2705 o v O oo w o .� � a0 co O �co 2705 2705 bi o V O � 2 Q W� -Z 2705 O -- t z . t O -- ^ u " O o i° O ��: S v 2710 o co ao m co coN O T ao O 00 2700 0 C4 N M 00 00 p __ .-Or m 0;;- 00 N 6 FINIS 00 00 N 2700 o CO- N� �Nco N 2700 _ I N N mO�0o00 O 2700 GROUND = M N z z p in > ViOELuZ Z Z zw rnr +co = z z (In n .N"tOD 0)7N v N o 00 00 `�' 2700 +�=zz = 2(RCN�-- O N+1010=Z U)Qgui Qr-cn H + N= z (nV ui 0_ O Z •• `�! a- o FINISHED GROU D =+ N m z z p w N....a- x w> (nH� W» > x w w>> o z z EXISTING GROUND �2 U) � w>>> z w a'oz (n (n o o_ (n U) o z z z ���ozz 2695 2690 2695 2695 O ` ' ,� 2690 2685 2695 2690 co r� 2695 2690 3 o 2690 2685 EXISTING GROUND CENTERLINE OF SEWER PIP ALIGNMENT O = 2680 2685 FINISH GROUND CENTERLINE 6 of 8" PVC ® C.605v. 137.50' of 8" PVC ® 0.4(% r- co O O 0o N O O n O O Ln m N r -LO 142.46' of 8" PVC a 0.40% O O N CD LO O O c0 N 234.24' of PVC @ 0.40 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT N 2680 r a0 — . 00 CO Co 'CO FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2680 O� LO 00 LO O to 0) O 0) 0) O 0) O 0) 1104 N N N N N N N N N CENTERLINE OF SEWER PIP 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 SEWER ALIGNMENT "A" 2715 2705 o v O oo w o .� � a0 co O �co 2705 z O L .. bi o V O � 2 Q W� -Z 2705 O -- t O -- ^ L'to O „ _ 00 O o i° S v 2710 o co ao m co coN O T ao 04 ��`ncoo00 O OD 2700 0 C4 N M 00 O � ( p __ .-Or m 0;;- 00 N 6 FINIS ED GROUND N m I) N O N N 000 "j . 1. 00 04 N N cD N 107 10 c0 c0 1010 2700 ztlz =±N�o (6o rn > EXISTING GROUND = M N z z p in > ViOELuZ Z Z zw rnr +co = z z m^ o_ N =�nN=Z o a v N o 00 00 `�' 2700 +�=zz = 2(RCN�-- O U)Qgui o> (nV ui 0_ O Z U) a a > > EXISTING GROUND w (nwZ Z (nH� W» > � _ w FozZ z 2695 (n (n o o_ (n U) o z z z _ 2695 2690 2695 O ` ' 2690 2685 co r� 2695 2690 3 o EXISTING GROUND CENTERLINE OF SEWER PIP ALIGNMENT O = 2680 2690 FINISH GROUND CENTERLINE 6 of 8" PVC ® C.605v. 2680 00 r- co O O 0o N O O n O O Ln m N r -LO r -N O) M O O N CD LO O O c0 N 234.24' of PVC @ 0.40 cD N N c0 N N c0 N N CO N N N 2685 r a0 — . 00 CO Co 'CO + O 00 H 2705 2685 0 O �� x co L- po co O 89.36' of 8" VC ® 0.40% 1104 O o O N N = N O Q 0 > EXISTING GROUND CENTERLINE OF SEWER PIP ALIGNMENT �-. Z 2680 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2680 O N I co O N M N N 00 07 c0 06 c0 r O - 06 00 I d? O (6r = 00 (nH—w r, O (n c0CO N (0too N N N N to c0 N N N N (0 N N O N N CD N N N N w N N c0 N N (0 (0 N N N I UO0;O(0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 PROFILE SCALE HORIZ: 1" = 50' VERT: 1" = 5' SEWER ALIGNMENT "B" PIPE DIMENSION IS MEASURED FROM CENTER MANHOLE TO MANHOLE 2710 2705 2705 z O L .. O -- ^ O „ _ 00 S v 2710 co coN 2700 0 C4 N M 00 2700 ,, O Z I Q c,O 00 00 . o 4 r N N N FINISHED GROUND zw rnr +co = z z o> U) a a > > EXISTING GROUND w to � _ w FozZ z 2695 _ 2695 2690 O LLI Z O ` ' 2690 2685 co r� 2685 3 o EXISTING GROUND CENTERLINE OF SEWER PIP ALIGNMENT O = 2680 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2680 00 r- co O O 0o N O O n O O Ln m N r -LO r -N O) M O O N CD LO O O c0 N c0 N N c0CY) N N cD N N c0 N N c0 N N CO N N N 1+00 1+50 2+00 2+50 3+00 3+50 4+00 SEWER ALIGNMENT "C" 2715 2710 S v 2710 ,, O Z o co w .. O LLI Z O ` ' CO t0 r- L0 co r� O W� Z O O = a 00 O ((0(0 O 00 U00004N 2705 N (n (n `�_" L . 00 o °° 00 O r a0 — . 00 CO Co 'CO + O 00 H 2705 0 O �� x co L- po co O M d � 00 r, 00 O 1104 O o O N N = N O Q 0 > �-. Z �.� 00 � O . . CO L� 00 00 O O O M Ln to r` 07 c0 06 c0 r O - 06 00 I d? O O" CO+ 07 '-t 00 ca c0 CV = Z) N m Z Z O (nH—w O (n - O - O f� ��c0" �f` 00 I UO0;O(0 O N 07 U N 0j O c0 +OWN H U) O_ >> > O . i o0 s 00 0 N N t0 r7 � O. N I �M�coco N U� c0 c0 +0)7N N c0 S Z n(c f cv O fntn0'uj OZZ Z CO r? N FINISHED GROUN I � of ao � � N U0) o+ cn r N IN � - N a O � w > > Z 2700 O cD NMI ��oo� ^ tf) N EXISTING GROUND 04N H p =�N�ZZ O (nom (n -w> > (n(n0'OZ (no o? ? 2700 FNM. :N co N O N Z =�N=zz Q ((f) LLI > — — — — — — — -----. ---- --- UOuj C; to +cp 2 z 0 > > > NH—w Z Z Z ------- +c0 =Zmn :� W> > ---------- — (nH�W>> Z Z -- -- --- 2695 — — 2695 245.7 .75, of1.61% 5' 2690 11 pv @ 0.40% 2690 202.43' of 8" VC ®0.40% 296.88' of 8" VC � 0.40% 05.91 of 8" FVC ® 0.40% 2685 8.91' of 8" P @ 0.40% 2685 181.11' of T PVC ® 0.40 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2680 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2680 N M 't co N 00 O 00 N LO 0) d O 00 r- 00 O r, O 00 N L N O 00 O O 0o N� M r, co r` 00 O - c0 N r7 M M M O O) LO M LO c0 c0 N 00Ln 00 �j tf") c0 C0 O to O Uj c0 6 C0 6 c0 ( ^ to ( ^ (0 ^ r, ^ r\ ^ r, ^ 00 CD co 00 0] 00 0� 00 Dj 00 Qj 00 Oj (p Qj 0j Qj On Qj O O O O O O O O O N O p O c0 O O w 0) w O 0) W O O c0 O 0) cD O 0) c0 O 0) 0) O) c0 m O c0 0) O) c0 m O) c0 O O) c0 O 0) c0 O) c0 c0 O O) c0 c0 O O) c0 O O) c0 O) c0 O O O O O O O r O N O N N N N ED N N to N to N wN N N N N N N N N N N (0 N N (0 N (0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 SEWER ALIGNMENT "C" w m ti PROFILE SCALE PIPE DIMENSION IS PROFILE SCALE PIPE DIMENSION IS HORIZ: 1 = 50 MEASURED FROM HORIZ: 1 = 50 MEASURED FROM VERT: 1" = 5' CENTER MANHOLE VERT: 1" = 5' CENTER MANHOLE 2715 TO MANHOLE 2715 2715 TO MANHOLE 2710 2710 2710 0 o 2710 Oz g O - 2710 O p 00 w CD i 2705 0 o 0 0 2705 r r 00 v _ W O N O 00 00 co a `. o O " 00 00 o,,�, N O �v m o 00 o �v 0 (o0Q) S v� z o _ co o 00 � N N 00 L 00 00 WO co w O 03 o o "cc � u- o "� Q W > > > 2705 o -�� w cc 270500 LL cn o z z z 2700 � EXISTING GROUND O � o v " w cc 00 o 2705 m o _ o Go o � 2705 2695 00 co r' OO O " 6 � "44- 00 o� N N m °) m 00 '- Ln 00 00 6 2690 �� o00 8" PVC@ 0.6 O 0o O coO O O 00 °� r O r Ln O pp m (0 00 Ln N- O O c0 O. N oo c0 " 00 W O o Lq O N Q) r c, 2685 No W W z4tz "�001N ALIGNMENT 2680 0 0) O O" o CENTERLINE OF SEWER PIPE _± p�N cOo rn 0) N FINISHED ROUND w+ o N� 2705 ONN O Sr7N rn c10 ° CA 00 N �CO�" co 00 00 O + r= z z O U �N'l Oro M <° co c0 N OO�ON w z z O N N EXISTING GROUND co O N N O O N N +co=Z O Q a- > > 1+00 1+50 2+00 2+50 3+00 3+50 g00r0oN I-- + + FI ISHED GROUND O�OjOco N r O o_ _ r' 0, NN +c0 = O cncno oz z W Q 0_ Lij Z Z nno ozz =r'N�z O �Q� 2 �Q Ln N= Z O Z0 _ co +c° = Z rN ~ O Z O = �Q� m N -- O w> STN cn�—w D Q g > (cn n(! o _ z4tz cn w w > > EXISTI G GROUND d>> Z Z (n cn o-' o _ 2 n Q o > > w 0o w cn > > — — �' z z z no o-- U)U)0'Oz CD o 2695 00 w FINISHED cncno-o_ z z — cncno — — oz z 272.07' of 8" — 2700 O / CO 00 00 � of w 0 — . O c0 ° EXISTING GRO ND 2700 2695 272.07' of 8" PVC @ 0 407. 2700 0 0 2690 o r- Ln �, Lq o �' �? N 2695 2690 10.00' of " PVC ® 0.40% 244.44 of 8" PVC @ 607. N L6Or" Off" Ln 00 C ��;� �O" of Nz4t wN0) O N EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2690 244.44' Df 8" PVC @ 0.4_07 OF SEWER PIPE ALIGNMENT 2685 2690 Q 00 O O CO CO N W 00 N L�NLn Ln (D cJ CO O O 0) N O 2685 +- O _� N z O N O ° VC 9P 0.40% Ln r r O 00 Ln 70 d" Ln 00 r� O O O O Om O O O Q) 0) m m 0) m m Cn O m m 0) O m O Cn Cn O Q) O °) O Cn O m Q) Cn m Q) O °) O 160.01' of 8" PVC Q 0.40% r N r� N co co N N cc co N CO � O N N CO O N (0 CD O N co CO O N O co� N N O N N cc CO O N EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT N N N N 2685 N N N � Z O �QN 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 Ul cnnom O z Z FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2685 OO co OJ O O . O N O �"') � O N OJ O CO r O O r Ln OJ N Ln O "t Co �"') M N N O O Ln O 00 Cn m 0o O rn CP O rn O rn Q) m rn Q1 m oo 00 m 00 O oo 00 O r 00 m o0 00 m 00 O co m 00 00 m 00 00 00 m 00 CO O CO c0 Cn CO CO O CO c0 Cn CO CO O CO c0 Cn CO Cfl O CO c0 O CO c0 O CO c0 O CO CO CP CO c0 m CO co O CO CO O CO CO OO O c0 CO CO CP co N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N — — — 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 SEWER ALIGNMENT "D" 2715 2715 2710 2710 2710 0 o Oz g O - 2710 O p 00 CD i 2705 0 o 0 0 2705 r r 00 v _ N O 00 00 co a `. 00 o,,�, N m o 00 0 0 (o0Q) o _ co 00 � N N 00 L O ^ �. 00 WO co w O 03 N O 00 0 Q W > > > 2705 Q w> o INISHED GROUND cn o z z z 2700 00 o EXISTING GROUND O � o v " w cc Lq (0 2705 m o _ O nj O O " m CO - 2695 N co r' OO O " 6 � m °) m 00 '- Ln 00 00 6 2690 9.80' of 8" PVC@ 0.6 O 0o O coO O O 00 °� r O r Ln O pp m (0 00 Ln N- O O c0 O. N 2705 W O o Lq O N Q) r c, 2685 W W z4tz N °j c0 N 0c) O N ALIGNMENT 2680 0 -'d 0 (0 c0 N LO — N N CENTERLINE OF SEWER PIPE _± N= z o �— Ln m Oj Coco) m 0 N FINISHED ROUND w+ o N� 2705 ONN O Sr7N += z z �— O m �� =c°N-- + r= z z O r m 0) ccn w z z O N N EXISTING GROUND co O N N O O N N N Q a- > > 1+00 1+50 2+00 2+50 3+00 3+50 Q w > > > z (n .. cncno o_ _ cncno oz z W CN, co NN nno ozz =r'N�z O �Q� 2700 Z0 ^^ Z O O O ._. 0o O 00 2700 2695 z4tz r -O CT)N + CD m C20 > d>> Z Z (n cn o-' o _ Ul(lG O — 0o w o _ CD o 2695 00 w FINISHED ROUND Z O N — (n z z > 272.07' of 8" PVC @ 0.40% O / CO 00 00 � of w 0 — . O c0 ° EXISTING GRO ND w Q > > o z z 272.07' of 8" PVC @ 0 407. 2700 0 0 2690 o r- Ln �, Lq o �' �? N 2690 10.00' of " PVC ® 0.40% c0 N L6Or" Off" Ln 00 C ��;� �O" of Nz4t wN0) O N EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2685 Q 00 O O CO CO N W 00 N L�NLn Ln (D cJ CO O O 0) N O 2685 +- O _� N z O N O O 0) �'`� r Ln r r O 00 Ln 70 d" Ln 00 r� O O O O Om O O O Q) 0) m m 0) m m Cn O m m 0) O m O Cn Cn O Q) O °) O Cn O m Q) Cn m Q) O °) O O O + cD = Z O r N r� N co co N N cc co N CO � O N N CO O N (0 CD O N co CO O N O co� N N O N N cc CO O N O r N r N N N N =±N N N N � Z O �QN 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 SEWER ALIGNMENT "E" PROFILE SCALE PIPE DIMENSION IS PROFILE SCALE PIPE DIMENSION IS HORIZ: 1 = 50 MEASURED FROM HORIZ: 1 = 50 MEASURED FROM VERT: 1" = 5' CENTER MANHOLE VERT: 1 = 5 CENTER MANHOLE TO MANHOLE 2715 2715 TO MANHOLE 2710 2710 0 0 Oz 1, O Z O Uj O O - 2710 O p 00 00 00 O 2705 0 o 0 0 2705 r r 00 N O 00 00 co o,,�, N m O 0 0 (o0Q) 00 � N N ± O ^ �. 00 WO co w O _ N O Q W > > > Q w> INISHED GROUND cn o z z z 2700 o z EXISTING GROUND O � o v " w cc 2700 O o co m o 2695 2690 2690 9.80' of 8" PVC@ 0.6 O 0o O coO O O 00 °� r O r Ln O pp m (0 00 Ln N- O O c0 O. N 2705 2685 W CENTERLINE z ALIGNMENT 2680 FINISH GROUND CENTERLINE OF SEWER PIPE LnN�" O c0 c0 r r 00w�� 0- Ln m Oj Coco) m 0 N r � c00 � o coo N +O •- N w+ o N� 2705 ONN O Ln O N Ln O m �� com O m m °o r m 0) c0 N O N N CO cD N N co O N N O O N N N 1+00 1+50 2+00 2+50 3+00 3+50 L,j_Z (n .. O `-' O �_ W CN, co NN +rnON Z O =r'N�z O �Q� C.JQ: d Z Z0 ^^ Z O O O ._. 0o O 00 z4tz r -O CT)N + CD m C20 > d>> Z Z (n cn o-' o _ Ul(lG O — 0o w o _ CD o LL oo 00 w FINISHED ROUND Z O N — (n z z > O / CO 00 00 � of w 0 — . O c0 ° EXISTING GRO ND w Q > > o z z 2700 0 0 0 m 0) o r- Ln �, Lq o �' �? N 2700 c0 N L6Or" Off" Ln 00 C ��;� �O" of Nz4t wN0) O N Q 00 O O CO CO N W 00 N L�NLn Ln (D cJ CO O O 0) N O +- O _� N z O 2LnN = Z O - O m N N CP + cD = Z O Q 0_ Q ME W> > Z Z _ =±N Z Z =NN � Z O �QN d > > Ul cnnom O z Z Vl(nQ 0 0- > > > (n�� d Ln�� W > > UlUlO_ Z Z W O z z U) u) O z z z (n m 0_ O 2695 — — — 1 10.0 ' of 8" PVC @ 0.40% 2695 2690 154.04' of 8" PK a 0.40% 2690 414.51' f 8" PVC @ 0. 0% 1 7.20' of 8" PV @ 0.40% 118.06' of 8" PVC © 0.4 2685 „ pVC 1 BO% 43.34' of 8" PVC © 0.40% 2685 115. Li 87.35' of 8" PVC © 0.40% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2680 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2680 00 I- O 0o O r r7 r O r r M r O N N Ln O c0 O N 00 0o O °) M M r7 Ln r 00 r 00 c0 CO � N N I� O � O CO O N r0 I� O r 00 00 O ,0 d- �' Ln 0- 4 �' 0- Ln Ln "t Ln Ln Ln Ln Ln Ln f cO Ln CO c0 Ln CO co r CO � I� c0 � 00 Cn c0 CD Cn � O m 0) O Ln OJ 0 Cn 0 O 0 N O c0 . m rn m rn m m m rn m rn m rn m rn m m m rn m m rn m rn m m o) o) o) m rn m 0) o) m O r 0) 0 m m O o 0 r 0 CD CO c.0 CO c.0 c.0 c.0 CO co c0 c0 c0 O c0 O N C° O c0 c0 co co CO N c0 c0 CO O CO N co O CO O co co CO O cD N CO r r c0 N r C° N r r N r N r N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 2715 2710 2710 0 0 0 00 O 00 00 00 O 2705 0 o 0 0 2705 r r 00 N O 00 00 co o,,�, N m O 0 0 (o0Q) 00 � N N ± =+ :EZ Z _ N O Q W > > > Q w> INISHED GROUND cn o z z z 2700 o z EXISTING GROUND 2700 2695 2695 2690 2690 9.80' of 8" PVC@ 0.6 2685 2685 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2680 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2680 00 r O Ln O r Ln Ln O N Ln O m �� com O m m °o r m 0) c0 N O N N CO cD N N co O N N O O N N N 1+00 1+50 2+00 2+50 3+00 3+50 SEWER ALIGNMENT "F" SEWER ALIGNMENT "G" z O I— U I— N z O U ryC O LL I— O z oc Q z_ Lu oc O f0 w p rw V 3 w vi IL w A O I I W 0 o NINE NINE ME I 0 a w F o I i 4 I � m W W I 0 f7 Q �1 h� d a � --7ZC-. 0 D.- Ni MATURE HXW I I N 3 0 0- UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING u W SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 0 ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR 42,147 0.97 TYPE AND SIZE SHOWN. 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC MULCH, SUCH AS BARK, W O 0 O O O O O O 10 f 50'X40' Iu w I I W 0 o NINE NINE ME I 0 a w F o I i 4 I � m W W I 0 f7 Q �1 h� d a � --7ZC-. 1. D.- Ni MATURE HXW UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG N 3 B&B UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING CLASS II SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR 42,147 0.97 TYPE AND SIZE SHOWN. 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC MULCH, SUCH AS BARK, B&B O O O O O O O O 10 7 50'X40' 5. ALL TREE, TURF, PLANT MATERIAL, AND IRRIGATION PROPOSED WITHIN THE PLANTER 2 STRIP BETWEEN BACK OF CURB AND SIDEWALK SHALL BE INSTALLED BY THE HOME Plan Scale BUILDER IN CONJUNCTION WITH THE INDIVIDUAL LOT DEVELOPMENT. 6. GENERAL LANDSCAPE NOTES - DESIGN REVIEW/ AGENCY SUBMITTAL 1. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD MATURE HXW UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG N LINE, INC. @ 1.800.342.1885. PROVIDE ADEQUATE MEANS OF PROTECTION OF B&B UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING CLASS II SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR 42,147 0.97 TYPE AND SIZE SHOWN. 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC MULCH, SUCH AS BARK, B&B SOIL AID, PERMABARK, OR SIMILAR PRODUCTS. USE OF MULCH OR ROCK AS THE CLASS II ONLY GROUND COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IF ROCK MULCH 5 IS USED, INSTALL A PERMEABLE FABRIC WEED BARRIER UNDER ROCK MULCH. 33,597 0.77 IMPERMEABLE PLASTIC WEED BARRIERS ARE PROHIBITED. 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. 0 25 50 100 150 50'X40' 5. ALL TREE, TURF, PLANT MATERIAL, AND IRRIGATION PROPOSED WITHIN THE PLANTER 2 STRIP BETWEEN BACK OF CURB AND SIDEWALK SHALL BE INSTALLED BY THE HOME Plan Scale BUILDER IN CONJUNCTION WITH THE INDIVIDUAL LOT DEVELOPMENT. 6. ALL TREES SHOWN ON INDIVIDUAL LOTS SHALL BE INSTALLED BY THE HOME BUILDER B&B IN CONJUNCTION WITH THE INDIVIDUAL LOT DEVELOPMENT. 7. ALL TREES PLANTED IN THE PARK STRIP (BY BUILDER) TO BE CENTERED BETWEEN 6 BACK OF CURB AND SIDEWALK AND ARE SUBJECT TO THE ACHD DEVELOPMENT 27,206 0.62 AGREEMENT FOR LANDSCAPING AND AS SUCH SHALL BE CLASS II TREES IN LIQUIDAMBAR STYRACIFLUA 'SLENDER SILHOUETTE' COMPLIANCE WITH THE ACHD STREET TREE PLANTING POLICIES. ACHD LANDSCAPE NOTES 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. GENERAL IRRIGATION NOTES - DESIGN REVIEW/ AGENCY SUBMITTAL 1. ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENT OR SUBDIVISION PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF COMMON AREAS SHALL BE VIA THE SUBDIVISION'S PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF INDIVIDUAL LOTS AND LANDSCAPING ALONG THE FRONTAGE OF PRIVATE LOTS SHALL BE VIA METERED, POTABLE WATER AND THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS. 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONE HUNDRED PERCENT (100%) COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE. 3. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION RATES WITHIN EACH CONTROL VALVE. 4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER HIGH WATER DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON THE SEPARATE ZONE OR DISTRICT FROM THOSE IRRIGATING TREES, SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS. 5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING KEY NOTES (TYPICAL) 1. INSTALL 36" (MIN.) TREE RING, WITH 3" PERMA-BARK AT EACH TREE LOCATED IN TURF AREA. 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. 3. 10' ACHD CLEAR ZONE EASEMENT. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. 5. SEE CIVIL PLANS FOR EAGLE ROAD AND LAKE HAZEL ROAD FRONTAGE IMPROVEMENTS. 6. DEVELOPER TO INSTALL AND MAINTAIN 10' WIDE COMPACTED SHOULDER MEETING CONSTRUCTION STANDARDS OF THE TRANSPORTATION AUTHORITY PER UDC 11 -3B -7C.5. 7. 6' SOLID STAINED CEDAR FENCING. 8. 4' OPEN -VISION FENCE 9. 5' CONCRETE PEDESTRIAN PATH 10. 10' PAVED, MULTI -USE PATHWAY (SEE CIVIL) 11. APPROXIMATELY 4' HIGH LANDSCAPED BERM (3:1 SLOPES) WITHIN ROADWAY BUFFER. HEIGHT AND LOCATION VARY. 12. LOT 12, BLOCK 4 IS A SHARED DRIVE FOR ACCESS TO LOTS 9-11 & 13-15 AND IS SUBJECT TO A BLANKET EASEMENT FOR INGRESS -EGRESS IN FAVOR OF LOTS 9-11 & 13-15, BLOCK 4. 13. LOT 4, BLOCK 4 IS A SHARED DRIVE FOR ACCESS TO LOTS 1-3 & 5-7 AND IS SUBJECT TO A BLANKET EASEMENT FOR INGRESS -EGRESS IN FAVOR OF LOTS 1-3 & 5-7, BLOCK 4. PLANT SCHEDULE DECIDUOUS TREES QTY I, • 1 53 EVERGREEN TREES SHRUB AREAS GROUND COVERS 26 37 m 42 22 E] 42 0 0 OTY 5,009 BOTANICAL NAME SIZE LOT # LOT AREA (SF) MATURE HXW CLASS ACER TRUNCATUM 'PACIFIC SUNSET' TM 2" CAL. B&B 35'X30' CLASS II PACIFIC SUNSET MAPLE 2 6 42,147 42,147 0.97 5.00 CARPINUS BETULUS 2" CAL. B&B 45' X 35' CLASS II EUROPEAN HORNBEAM 5 9 33,597 33,597 0.77 4.00 FRAXINUS AMERICANA 'AUTUMN PURPLE' 2" CAL. B&B 50'X40' CLASS II AUTUMN PURPLE ASH 2 15 92,519** 76,092 1.75 10.00 GLEDITSIA TRIACANTHOS 'SKYLINE' 2" CAL. B&B 35'X30' CLASS II SKYLINE HONEY LOCUST 6 13 27,206 27,206 0.62 3.00 LIQUIDAMBAR STYRACIFLUA 'SLENDER SILHOUETTE' 2" CAL. B&B 25`X15' CLASS II COLUMNAR SWEET GUM 434 LF/35 = 12 12 MALUS X 'PRAIRIFIRE' 2" CAL. B&B 15'X15' CLASS I PRAIRIFIRE CRAB APPLE SOUTH PLATINO WAY 1770 LF - (11 DRIVES @26' EA) = 1484 LF/ 35 = PYRUS CALLERYANA 'CAPITAL' 2" CAL. B&B 35'X15' CLASS I CAPITAL CALLERY PEAR 21 21 SOUTH TINDARIS PL. TILIA CORDATA 'GREENSPIRE' 2" CAL. B&B 45'X35' CLASS II GREENSPIRE LITTLELEAF LINDEN 18 18 BLOCK 6 LOT 13 821 LF/100= 8 BOTANICAL NAME SIZE THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL MATURE HXW CLASS PICEA OMORIKA 'BRUNS' 6'-8' B&B 323 30'X10' BRUNS SPRUCE PICEA PUNGENS 6'-8' B&B 60'X30' COLORADO SPRUCE PINUS ARISTATA 6'-8' B&B 15'X15' BRISTLECONE PINE BOTANICAL NAME CONT NOTE SEASONAL SHRUBS AND PERENNIALS 1 GAL PLANT ® 24" APART OTY BOTANICAL NAME 438,762 SF TURF SOD RHIZOMATOUS RHIZOMATOUS TALL FESCUE CONT SOD OPEN SPACE CALCULATIONS (ITREE/8000SF) BLOCK # LOT # LOT AREA (SF) QUALIFIED OPEN QUALIFIED OPEN SPACE (SF) SPACE (ACRES) REQUIRED PROVIDED 1 1 10,201 10,201 0.23 1.00 1.00 2 6 42,147 42,147 0.97 5.00 5.00 4 17 20,647* 13,453 0.31 2.00 2.00 5 9 33,597 33,597 0.77 4.00 4.00 6 1 1,179 1,179 0.03 0.00 0 2 15 92,519** 76,092 1.75 10.00 10 4 16 9,453 * 8,679 0.20 1.00 1 6 13 27,206 27,206 0.62 3.00 3.00 7 11 34,820 34,820 0.80 4.00 4.00 *INCLUDES 50% REDUCTION OF 25' WIDE STREET LANDSCAPE BUFFER **INCLUDES 50% REDUCTION OF 35' WIDE STREET LANDSCAPE BUFFER STREET TREE CALCULATIONS (1 TREE/ 35LF) REQUIRED PROVIDED SOUTH EAGLE ROAD 1012 LF/35 = 29 29 EAST LAKE HAZEL ROAD 951 LF/35 = 27 27 WEST WOODSMAN WAY 564 LF/35 = 16 16 SOUTH TINDARIS AVE. 220 LF/35 = 6 6 WEST LEVIN ST. 1050 LF - (11 DRIVES 026' EA) = 764 LF/35 = 22 22 SOUTH WAYLAND WAY 2144 LF - (30 DRIVES @26' EA) = 1364 LF/35 = 39 39 WEST BERGHAN CT. 590 LF - (9 DRIVES ©26' EA) = 356 LF/35 = 10 10 WEST BERGHAN ST. 1056 LF - (23 DRIVES ®26' EA) = 458 LF/35 = 13 13 SOUTH ELMWOOD AVE. 434 LF/35 = 12 12 WEST COLLINGWOOD DR. 1698 LF - (39 DRIVES @26' EA) = 684 LF/35 = 20 20 SOUTH PLATINO WAY 1770 LF - (11 DRIVES @26' EA) = 1484 LF/ 35 = 42 42 WEST GISBORNE ST. 1222 LF - (19 DRIVES 026' EA) = 728 LF/35 = 21 21 SOUTH TINDARIS PL. 460 LF - (4 DRIVES ®26'EA) = 356 LF/35 = 10 10 PATHWAY CALCULATIONS (1 TREE/ 100 LF) REQUIRED PROVIDED BLOCK 2 LOT 6 (TEN MILE PATHWAY) 1510 LF/100 = 18 18 BLOCK 6 LOT 13 821 LF/100= 8 8 MITIGATION REQUIREMENTS REQUIRED PROVIDED THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL 0 0 TOTAL TREE REQUIREMENTS 323 323 M. I j CLW TREE 0 0 � • O "8"0o HEIGHT op ° "� ° '& p� oO• 8 W 8 W ooao1° 8 W oo 6 _ O ROOTBALL SHALL BE A MIN. OF TWICE DEPTH THE ROOTBALL 6„ I MIN. y y 18"SD 000 0000 'POO' 0006 —o . --o 00 00o_ o — — — — — — —S o 0060006000 000°°o°0 joo')'o*000.-? BLOCK 3 1=i1 O 10 O O O O O O — PI PI PI PI PI PI PI PI 17O O O O OD O � p (2)- BVC WOOD TREE �O�O O STAKES (MIN. 6' HT.) CHAINLOCK TREE TIES p 6„ MULCH PER PLAN IN FINISH GRADE 3" 3" HT. WATERING BASIN 43" BERM I� 11 PLANTING PIT FERTILIZER TABLETS SHALL BE A ROOT - MINIMUM OF BALL ° - TWICE THE DEPTH FOLD BACK BURLAP FROM ROOTBALL 12" TOP 2/3 OF ROOT BALL. DEPTH MIN 12^ BACKFILL SOIL MIX MIN COMPACTED MOUND OF 8' 8' ROOTBALL 8' 8' BACKFILL SOIL MIX IN)AIIN, WIDTH YINMIN, NOTE: REMOVE TREATED PLANTING PIT- OR SYNTHETIC BURLAP SHALL BE A MINIMUM OF TWICE COMPLETELY. REMOVE ANY SOIL AND MULCH THE ROOTBALL WIDTH AT BASE OF AWAY FROM TREEEE CROWN 42;4 PIT & 3 TIMES ROOTBALL WIDTH AFTER INSTALLATION. AT FINISH GRADE. • c�cr ijam, 1=1 f=A �1i;4 =1't Fi;f4 • -'•=Q M. C 15 14 I(13 8 W8' W 8 12 PI I j CLW TREE 0 0 � • O "8"0o HEIGHT op ° "� ° '& p� oO• 8 W 8 W ooao1° 8 W oo 6 _ O ROOTBALL SHALL BE A MIN. OF TWICE DEPTH THE ROOTBALL 6„ I MIN. y y 18"SD 000 C 15 14 I(13 8 W8' W 8 12 PI 0 PI J•' III c,", J: a0�ilm KEY NOTES (TYPICAL) U \ 1. INSTALL 36" (MIN.) TREE RING, WITH 3" PERMA–BARK AT EACH TREE LOCATED IN \N TURF AREA. �o A °w �0 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. W Cngw w �odyT TOA 3. 10' ACHD CLEAR ZONE EASEMENT. TREES SHALL NOT BE PLANTED WITHIN THE 10' Fq W C W g CLEAR ZONE y y W y W� coq 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. (A T°F \ 5. SEE CIVIL PLANS FOR EAGLE ROAD AND LAKE HAZEL ROAD FRONTAGE IMPROVEMENTS. roq 0 25 50 100 150 6. DEVELOPER TO INSTALL AND MAINTAIN 10' WIDE COMPACTED SHOULDER MEETING 14 a (np oy w T� CONSTRUCTION STANDARDS OF THE TRANSPORTATION AUTHORITY PER UDC 11 -3B -7C.5. y y W .y • ,y �, y W W \ y y y y \ Plan Scale 7. 6' SOLID STAINED CEDAR FENCING. y W rO q y Fq W y 0,Tod 8. 4' OPEN–VISION FENCE •Y W y V•'- •Y W\W W F7i� 9. 5' CONCRETE PEDESTRIAN PATH T013 a • y W w• W W W y 16 y y r �y T°E /e<<1 10. 10' PAVED, MULTI–USE PATHWAY (SEE CIVIL) ' • y y \ 00 11. APPROXIMATELY 4' HIGH LANDSCAPED BERM 3:1 SLOPES WITHIN ROADWAY BUFFER. HEIGHT AND LOCATION VARY. y . F 12. LOT 12, BLOCK 4 IS A SHARED DRIVE FOR ACCESS TO LOTS 9-11 & 13-15 AND IS coq SUBJECT TO A BLANKET EASEMENT FOR INGRESS–EGRESS IN FAVOR OF LOTS 9-11 & •/ \ °E TOF 13-15, BLOCK 4. 3 w �. y � • \ \ O \ \ \ O \ 10 11 y y y y ss 8�y y 18 Fq F� y\�0 13. LOT 4, BLOCK 4 IS A SHARED DRIVE FOR ACCESS TO LOTS 1-3 & 5-7 AND IS SUBJECT TO A BLANKET EASEMENT FOR INGRESS EGRESS IN FAVOR OF LOTS 1-3 & 5-7, BLOCK 4. P W �-�✓ • ss �y 19 c�,o .� �. TO 011, V, ,✓ y y y y y 8a \ �q y NORTH PHASE MATCH LINE SEE SHEET PPL1.0 T°q 8 \ 0 g V' y PI1111111k24PI y y y f y 2 y \w w T°cam y y W y •• v •. y y y y y y y y �Yj y y °y y y \ FAY w y y y w y y �:SSI-3 y y y y, 'k 7 8 OOOOw yyy y oy � �0. y y y y y y y y y y y y y y y y y 3�' y y y y y y y y y w y y y y y o° •% y V• .Y ATQ \ q E3 13 a E3 E3y \ q TO y o •y o \ (meq• y f y 16 O O y O ° 7 O° y 6& <s •' 22 F r y 17 y � • 0 f y O \ W WT°p BLOCK 6 O °°° \°;k \(� y y /0 °O y „V` 00-00000 O° \ y F O ° iL y 31 30 29 28 27 26 25 24 23 22 21 20 O •p / \ y \ YO y 23 e \ y CoA W\ �0 8 y 14,10 �f o y`f0yp• 00°f •w $ � 4065 W y y W y •Y W wtL 010 TO00&l y 0 O • °0000� 2 s 8"S 0O° 0, —o — 00 o r � PI PI 8„W 8„W W 13 OD V) Co CL 125 1/2” PVC LENGTH AS REQUIRED TURNBUCKLE X111111711111119:11:09wW SAFETY FLAGGING 6" WATER RETENTION BASIN 2—STRAND 14 GAUGE GALV. WIRE DEADMAN FERTILIZER TABLETS 2"-6" DEPTH 14 GAUGE BACKFILL SOIL MIX 120 WIRE ROOT AS SPECIFIED 12" 6' BALL 6' 20 o MIN ml WIDTH I • 12d PLANTING PIT SHALL BE A MIN. OF TWICE THE NOTES: 4"x4"x24" ROOTBALL WIDTH 1. FOLD BURLAP BACK FROM DEADMAN TOP 1/3 OF ROOT BALL. 2. ROOT BALL OF TREE SHALL BE PLAN BURIED TO THE SAME DEPTH AS IN PREVIOUS NURSERY SETTING. 3. IF TREATED OR SYNTHETIC BURLAP IS USED, REMOVE COMPLETELY. CONIFEROUS TREE PLANTING AND GUYING DETAIL 1 NTS - o • - ,of. o - 4_ 1/3 TREE 0 0 � • O "8"0o HEIGHT op ° "� ° '& p� oO• 8 W 8 W ooao1° 8 W oo 6 _ PLANTING PIT ROOTBALL SHALL BE A MIN. OF TWICE DEPTH THE ROOTBALL 6„ DEPTH MIN. 0 PI J•' III c,", J: a0�ilm KEY NOTES (TYPICAL) U \ 1. INSTALL 36" (MIN.) TREE RING, WITH 3" PERMA–BARK AT EACH TREE LOCATED IN \N TURF AREA. �o A °w �0 2. 40' CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. W Cngw w �odyT TOA 3. 10' ACHD CLEAR ZONE EASEMENT. TREES SHALL NOT BE PLANTED WITHIN THE 10' Fq W C W g CLEAR ZONE y y W y W� coq 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. (A T°F \ 5. SEE CIVIL PLANS FOR EAGLE ROAD AND LAKE HAZEL ROAD FRONTAGE IMPROVEMENTS. roq 0 25 50 100 150 6. DEVELOPER TO INSTALL AND MAINTAIN 10' WIDE COMPACTED SHOULDER MEETING 14 a (np oy w T� CONSTRUCTION STANDARDS OF THE TRANSPORTATION AUTHORITY PER UDC 11 -3B -7C.5. y y W .y • ,y �, y W W \ y y y y \ Plan Scale 7. 6' SOLID STAINED CEDAR FENCING. y W rO q y Fq W y 0,Tod 8. 4' OPEN–VISION FENCE •Y W y V•'- •Y W\W W F7i� 9. 5' CONCRETE PEDESTRIAN PATH T013 a • y W w• W W W y 16 y y r �y T°E /e<<1 10. 10' PAVED, MULTI–USE PATHWAY (SEE CIVIL) ' • y y \ 00 11. APPROXIMATELY 4' HIGH LANDSCAPED BERM 3:1 SLOPES WITHIN ROADWAY BUFFER. HEIGHT AND LOCATION VARY. y . F 12. LOT 12, BLOCK 4 IS A SHARED DRIVE FOR ACCESS TO LOTS 9-11 & 13-15 AND IS coq SUBJECT TO A BLANKET EASEMENT FOR INGRESS–EGRESS IN FAVOR OF LOTS 9-11 & •/ \ °E TOF 13-15, BLOCK 4. 3 w �. y � • \ \ O \ \ \ O \ 10 11 y y y y ss 8�y y 18 Fq F� y\�0 13. LOT 4, BLOCK 4 IS A SHARED DRIVE FOR ACCESS TO LOTS 1-3 & 5-7 AND IS SUBJECT TO A BLANKET EASEMENT FOR INGRESS EGRESS IN FAVOR OF LOTS 1-3 & 5-7, BLOCK 4. P W �-�✓ • ss �y 19 c�,o .� �. TO 011, V, ,✓ y y y y y 8a \ �q y NORTH PHASE MATCH LINE SEE SHEET PPL1.0 T°q 8 \ 0 g V' y PI1111111k24PI y y y f y 2 y \w w T°cam y y W y •• v •. y y y y y y y y �Yj y y °y y y \ FAY w y y y w y y �:SSI-3 y y y y, 'k 7 8 OOOOw yyy y oy � �0. y y y y y y y y y y y y y y y y y 3�' y y y y y y y y y w y y y y y o° •% y V• .Y ATQ \ q E3 13 a E3 E3y \ q TO y o •y o \ (meq• y f y 16 O O y O ° 7 O° y 6& <s •' 22 F r y 17 y � • 0 f y O \ W WT°p BLOCK 6 O °°° \°;k \(� y y /0 °O y „V` 00-00000 O° \ y F O ° iL y 31 30 29 28 27 26 25 24 23 22 21 20 O •p / \ y \ YO y 23 e \ y CoA W\ �0 8 y 14,10 �f o y`f0yp• 00°f •w $ � 4065 W y y W y •Y W wtL 010 TO00&l y 0 O • °0000� 2 s 8"S 0O° 0, —o — 00 o r � PI PI 8„W 8„W W 13 OD V) Co CL 125 1/2” PVC LENGTH AS REQUIRED TURNBUCKLE X111111711111119:11:09wW SAFETY FLAGGING 6" WATER RETENTION BASIN 2—STRAND 14 GAUGE GALV. WIRE DEADMAN FERTILIZER TABLETS 2"-6" DEPTH 14 GAUGE BACKFILL SOIL MIX 120 WIRE ROOT AS SPECIFIED 12" 6' BALL 6' 20 o MIN ml WIDTH I • 12d PLANTING PIT SHALL BE A MIN. OF TWICE THE NOTES: 4"x4"x24" ROOTBALL WIDTH 1. FOLD BURLAP BACK FROM DEADMAN TOP 1/3 OF ROOT BALL. 2. ROOT BALL OF TREE SHALL BE PLAN BURIED TO THE SAME DEPTH AS IN PREVIOUS NURSERY SETTING. 3. IF TREATED OR SYNTHETIC BURLAP IS USED, REMOVE COMPLETELY. CONIFEROUS TREE PLANTING AND GUYING DETAIL 1 NTS - o • - ,of. o - 4_ c W e o • o p p 0 0 � • O "8"0o 0 n op ° "� ° '& p� oO• 8 W 8 W ooao1° 8 W oo --o°— 8"W 8"W °000000 00000 W. COLLINGWOOD DR. 8"S 8"S 8"S 8"S 8'S s 8"S 8"S 8"S W y 8"SD 18"SD 18"SD 18"SD y y y y W 18"SD y y 18"SD 000 0000 'POO' 0006 —o . --o 00 00o_ o — — — — — — —S o 0060006000 000°°o°0 joo')'o*000.-? BLOCK 3 O 10 O O O O O O — PI PI PI PI PI PI PI PI 17O O O O OD O � p (2)- BVC WOOD TREE �O�O O STAKES (MIN. 6' HT.) CHAINLOCK TREE TIES p 6„ MULCH PER PLAN IN FINISH GRADE 3" 3" HT. WATERING BASIN 43" BERM 3' PLANTING PIT FERTILIZER TABLETS SHALL BE A ROOT - MINIMUM OF BALL ° - TWICE THE DEPTH FOLD BACK BURLAP FROM ROOTBALL 12" TOP 2/3 OF ROOT BALL. DEPTH MIN 12^ BACKFILL SOIL MIX MIN COMPACTED MOUND OF 8' 8' ROOTBALL 8' 8' BACKFILL SOIL MIX IN)AIIN, WIDTH YINMIN, NOTE: REMOVE TREATED PLANTING PIT- OR SYNTHETIC BURLAP SHALL BE A MINIMUM OF TWICE COMPLETELY. REMOVE ANY SOIL AND MULCH THE ROOTBALL WIDTH AT BASE OF AWAY FROM TREEEE CROWN PIT & 3 TIMES ROOTBALL WIDTH AFTER INSTALLATION. AT FINISH GRADE. 0 DECIDUOUS TREE PLANTING AND STAKING DETAIL NTS O Ooo o ; o • Wo / $ 8,S o ° o y oo/ o y \ �'. / W y T r � o `�' `�' `�' o $ W / o • •' / / oOO00000° ° `�" \ s y • � \W r- y Off. l V 8"W o ,.W—X0000° °0000% y o 00 00°o O 00000 $ O 1 •� \ W w B,5Cpp6� $ • \ y O \ 25 •i \ y\w�0, 7 B,.S „S 2 • O vo y O° \ y • f Fq W y �q ,F 000 y y y y LH y y 7 13 y \ y lP y \ r• \ 18"SO 't y o .000 O°° p° W y y y •00yyo y y y\y y\ 1 y5 y y y y Q • y O2 6 iQ/ 1°00 0y ° 0 0y Wy O0QyY0pyyy• OyeO Wy a6v ,° y 000 00° 00 O e 000\0 - %, OW Ow `wWWW^' \ ''O 0000 Q °0 ( 00 00EAO(n 0-0. O y: :E 0 °oOpOg°OW° obp YF � oyW� qj a 1U 0°000°DO y y y y AL.op00y00 O y yo y O0'.41 y 0004 • 0pV WyO � o Oo IV y Py y Py o OyPI °by 0o� PY—PI PPI PI �I I y • 28 32 y y y y Y y W y y �.0 W y y jii�! f y y - y y W qy W W y f y 16 00 »'�..wr�r • W � y y y BLOCK 2 W pp o °o y tN O O O O O O O O O O y O O r• ZVJYY%lJ % • O V. 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LAKE HAZEL ROAD 6 11 — EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP d JJ G R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W NO. 1 2 TURF FARM SUBDIVISION LANDSCAPE PLAN MERIDIAN, IDAHO REVISIONS ITEM DATE REVISED PLAT LAYOUT 1/11/2018 REVISED ENGINEERING AND LANDSCAPE PLANS 1/29/2018 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX(208)639-6930 ��••�P-� E 0 F IDq�!•.,. • i .C�• •W: %•• LA -165/7 2/01/18.0 •••••••• scxv DATE: 10/12/17 PROJECT: 15-147 HEET NO. PPL2.0