Loading...
CC - South Pre-platS.29S.28 S.32�S.33 =---i--t---->_--- N82'33' 37"E 285.83' t I t � � t Y w O 03 Q I m W 0 m 0> J d Z NxIW W. BLACK BUTTE ST. t 001 z I� I w wt > t Q cy)I N Z 0 O Mt O ZI I ry U I U I � I z i I I t I I t I I i t J J O O J M Q N li z J Q. Ld N ////moi. N86.41'58"W 581.74' MCFADDEN DRAIN 100 0 50 100 SCALE IN FEET 1'= 100' 200 W. GRAn►n W. DPAKO 1 H 0 W RED W o ��D CREEK DR. LL Q 1 6 0 >- ® �g 10 15 z3. A- BLOC 1 1 1 2 1 0 —_ 7 1 3 ZOO N82•0348" — — _ _ 66 26 �Z W 557.33' 7S SO432438650 JOINT SCHOOL DISTRICT NO 2 25 w U 70377- 24 Common Lots Q O 22 U O Lot m 21 0 Area Perimeter DESCRIPTION S BLOCK 1 Lot 1 OPEN 7311 812 BUFFER S BLOCK 1 Lot 5 OPEN 47090 3064 NMID ACCESS S BLOCK 1 Lot 18 OPEN 3075 448 ENDCAP S BLOCK 2 Lot 1 OPEN 23366 1920 DITCH ACCESS S BLOCK 2 Lot 2 OPEN 6830 338 DRAINAGE S BLOCK 2 Lot 24 OPEN 3300 280 SEWER EASEMENT S BLOCK 2 Lot 39 OPEN 72866 4164 BUFFER S BLOCK 2 Lot 55 OPEN 9397 409 DRAINAGE S BLOCK 2 Lot 56 OPEN 376579 2919 HWY 16 RESERVE S BLOCK 3 Lot 7 OPEN 116243 3194 PARK/OPEN S BLOCK 3 Lot 23 OPEN 3600 301 PATHWAY S BLOCK 4 Lot 1 OPEN 6371 337 DRAINAGE S BLOCK 4 Lot 3 OPEN 4516 471 PATHWAY S BLOCK 4 Lot 10 OPEN 3075 448 ENDCAP S BLOCK 4 Lot 24 OPEN 1421 227 ENDCAP S BLOCK 5 Lot 1 OPEN 2022 240 ENDCAP S BLOCK 5 Lot 12 OPEN 1713 226 ENDCAP S BLOCK 6 Lot 10 OPEN 2995 j 437 ENDCAP W. GRAn►n W. DPAKO 1 H 0 W RED W o ��D CREEK DR. LL Q 1 6 0 >- ® �g 10 15 z3. A- BLOC 1 1 1 2 1 0 —_ 7 1 3 ZOO N82•0348" — — _ _ 66 26 �Z W 557.33' 7S SO432438650 JOINT SCHOOL DISTRICT NO 2 Lu w 25 w U 70377- 24 J _U Common Lots Q O 22 U O Lot m 21 0 Area Perimeter DESCRIPTION S BLOCK 6 Lot 18 OPEN 42231 1094 PARK/OPEN S BLOCK 7 Lot 1 OPEN 2219 318 ENDCAP S BLOCK 7 Lot 2 OPEN 167249 1771 FIRE -POLICE S BLOCK 7 Lot 3 OPEN 8888 472 DRAINAGE S BLOCK 7 Lot 17 OPEN 1768 271 ENDCAP S BLOCK 8 Lot 10 OPEN 2624 387 ENDCAP S BLOCK 8 Lot 21 OPEN 11761 668 PATHWAY/ DRAINAGE S BLOCK 8 Lot 26 OPEN 1650 250 PATHWAY S BLOCK 8 Lot 30 OPEN 13810 581 DRAINAGE S BLOCK 8 Lot 34 OPEN 1664 252 PATHWAY S BLOCK 9 Lot 1 OPEN 3150 258 DRAINAGE S BLOCK 9 Lot 14 OPEN 3122 276 ENDCAP S BLOCK 10 Lot 1 OPEN 3672 282 DRAINAGE S BLOCK 10 Lot 14 OPEN 2613 252 ENDCAP S BLOCK 11 Lot 1 OPEN 2370 246 ENDCAP S BLOCK 11 Lot 12 OPEN 4673 294 ENDCAP S BLOCK 12 Lot 1 OPEN 1453 226 ENDCAP S BLOCK 12 Lot 13 OPEN 2397 245 ENDCAP Lu w 25 w U 70377- 24 J _U 23 � Q O 22 U O Z m 21 W REO WOODf„_ W . BLACK CON OL PIN CAP w/U BV TT E DR 70377- Q OWNER O a z N o UNION SQUARE LLC 0 �7 m o m TOTAL ACREAGE LESS CITY AND HWY 16- 53.16 0 O 10 10 11 11 rA SO432141900 SPRIGGEL ROBERT G LIFE ESTATE NOTES 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. 2. THE SUBJECT PROPERTY FALLS WITHIN A FEMA FLOOD HAZARD ZONE. REFERENCE FIRM PANEL 16001 CO140H REVISED FEBRUARY 19, 2003. 3. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A PUBLIC STREET. 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA MERIDIAN IRRIGATION DISTRICT OR SETTLER'S IRRIGATION DISTRICT. 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. 7. ALL COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE GANDER CREEK SUBDIVISION HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. 8. ALL EXISTING STRUCTURES WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. 9. 300' AT EASTERN PROPERTY BOUNDARY IS RESERVED FOR HWY 16 EXPANSION PER ROS 10375 10. SOUTHERLY CONNECTION TO ALIGN WITH FUTURE CONNECTION FROM SCHOOL PROPERTY PER WEST ADA SCHOOL DISTRICT APPLICATION PLANS. PRELIMINARY PLAT FOR GANDER CREEK SOUTH SUBDIVISION SUNSHINE AESTATES f A PORTION OF NE 1/4 OF SECTION 32 TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN MERIDIAN, ADA COUNTY, IDAHO 2019 MCMILLAN ROAD FUTURE GANDER PROJECT CREEK NORTH SITE FIVE MILE CREEK OWYHEE SCHOOL SITE (FUTURE) of CON OL PIN CAP w/U Q OWNER O S TI C K RD. TOTAL PARCEL - 65.64 ACRES UNION SQUARE LLC ELEV(NAVD88)=2525.98' TOTAL ACREAGE LESS CITY AND HWY 16- 53.16 9839 W CABLE CAR ST. 101 PLAT LEGEND O BOISE, ID 83709 : z PROPOSED FIRE HYDRANT � ' o�� NAVD 1988 DATUM BUILDABLE LOTS - MCFADDAN ROBERT L VICINITY MAP c w od o W J ►o OAKS WEST NO. 1 AEGEAN ESTATES PRELIM. PLAT APPLE VALLEY SUB. DEVELOPMENT FEATURES CON OL PIN CAP w/U ACREAGE OWNER S TI C K RD. TOTAL PARCEL - 65.64 ACRES UNION SQUARE LLC ELEV(NAVD88)=2525.98' TOTAL ACREAGE LESS CITY AND HWY 16- 53.16 9839 W CABLE CAR ST. 101 PLAT LEGEND TOTAL LOTS -281 BOISE, ID 83709 { PROPOSED FIRE HYDRANT TOTAL DWELLING UNITS - 245 Cl--+ NAVD 1988 DATUM BUILDABLE LOTS - MCFADDAN ROBERT L VICINITY MAP c w od o 6830 W LAZY DIAMOND C LANE 1 " = 500' U - - EXISTING CONTOUR 3Z M MERIDIAN, ID 83642 PLAN SHEET INDEX N Q -J ' RIGHT-OF-WAY LINE HOA LOTS - 34 - N 2 Oz N SHEET DESCRIPTION LOT LINE MZ �Z PP -1 COVER SHEET, INDEX, VICINITY MAP & COMMON LOTS TABLE Nw PP -2 PRELIMINARY PLAT, NOTES AND PARCEL TABLE W Of PP -3 CONCEPTUAL ENGINEERING PLAN & CURVE TABLE DEVELOPMENT FEATURES (�S\pNAL FNG �G\sTFR�oti� F NI@T F NSTRU7 f �F\'�� \1 D A. 8 P ACREAGE OWNER TOTAL PARCEL - 65.64 ACRES UNION SQUARE LLC TOTAL ACREAGE LESS CITY AND HWY 16- 53.16 9839 W CABLE CAR ST. 101 PLAT LEGEND TOTAL LOTS -281 BOISE, ID 83709 { PROPOSED FIRE HYDRANT TOTAL DWELLING UNITS - 245 Cl--+ BUILDABLE LOTS - MCFADDAN ROBERT L STREET LIGHT 6830 W LAZY DIAMOND C LANE SF RESIDENTIAL - 245 - - EXISTING CONTOUR MERIDIAN, ID 83642 COMMON LOTS - 36 RIGHT-OF-WAY LINE HOA LOTS - 34 MCFADDAN CARMA B LOT LINE RESERVED FOR CITY - 1 6750 W LAZY DIAMOND C LANE GRAVITY IRRIGATION LINE RESERVED FOR HIGHWAY 16 - 1 MERIDIAN, ID 83642 —S—S SEWER LINE MINIMUM LOT SIZE - 4001 w w WATER LINE AVERAGE LOT SIZE - 5509 MAXWELL MELYNDA A w P' P' PRESSURE IRRIGATION LINE DENSITY DU/ACRE - 3.73 4455 N MCDERMOTT RD. M 5D so STORM DRAIN LINE COMMON AREA - 22.25 MERIDIAN, ID 83646 M W ROAD CENTERLINE RESERVED FOR HWY 16 - 8.65 Z M WROLLED CURB/GUTTER RESERVED FOR CITY - 3.84 DEVELOPER a AND SIDEWALK GROSS OPEN SPACE (HOA) - 9.76 = TRILOGY DEVELOPMENT, INC. N M EP EDGE OF PAVEMENT (NEW) QUALIFIED OPEN SPACE - 6.89 9839 W CABLE CAR ST., STE. 101 Ny, Er EDGE OF PAVEMENT (EXISTING) % OPEN SPACE - 12.97% BOISE, ID 83709 EGR EDGE OF GRAVEL O LOT NUMBER ZONING ENGINEER 6,500sf LOT AREA EXISTING - RUT DAVID A. BAILEY, P.E. BLOCK 7 BLOCK NUMBER PROPOSED - R-8 BAILEY ENGINEERING, INC. FLOW ARROW 4242 N. BROOKSIDE LANE W. ASHTON DR. STREET NAME SEWAGE DISPOSAL BOISE, ID 83714 > )/ HANDICAP RAMP MERIDIAN CITY SEWER 208-938-0013 1/4 WATER SUPPLY PLANNER/CONTACT BOB TAUNTON S.32 S.33 MERIDIAN CITY WATER SURVEY LEGEND TAUNTON GROUP, LLC 2724 S PALMAATIER WAY CITY FOUND BRASS CAP MONUMENT BOISE, ID 83716 MERIDIAN CITY O FOUND 1/2" IRON PIN O FOUND PK NAIL SCHOOL DISTRICT FOUND ALUM. CAP MERIDIAN - - - - - - PROPERTY BOUNDARY LINE - - - - - - SECTION LINE FIRE DISTRICT — — — — — — — — — BOTTOM OF DITCH MERIDIAN IRRIGATION DISTRICT NAMPA MERIDIAN IRRIGATION DISTRICT SETTLER'S IRRIGATION DISTRICT (�S\pNAL FNG �G\sTFR�oti� F NI@T F NSTRU7 f �F\'�� \1 D A. 8 P I I � FIVE mILE CREEK CFO C69 C70 - \ 57' -87317' s2' 6z' BLOCK N82•2316 E ._ _-_-_�- 104' 52 -_\` h _ - 52' FEMA FLOOD ZONE 'A' - - 27 28 29 so' \ _ ` MALE CREEK - o O 26 7 245 7 708 12 6,992 oe"7 � 7,711 Off, I BLACK BUTTE ST. 10 � F - - 7,144 W Q I 1p0. 1 w 1 sf 7' I 0 LO �I LO Z co N M 21 O 27 �, �' O W 28 24 23 22 5,973 20 0 26 �, N I 5,732 25 5,988 5,505 5,750 5,750 5,924 CID LLJ 5,750 M 0 Z W I \ O 0173 0172 Z 50' \ C17g 3o' 29' S1 z 0174 Q � 50' .... .. , • . - C22 I Z \ _W GRAND RAPIDS Dp C23 rc I0C157 15 156 8 5 ' 4 0155 � I I Z 6,828 o 6, 600 Q 6,820 � I olY w 60' W 00 V 1 0 14' 48' 44' I� 18' I I} 2 sf 22' J 0 I 1 1 13 1 1 0 W � 7,306 12 0 L C 7 13 0 2 7,260 O I 9 7,260 is 2 51' 03, 66' -- _ 66' RE W 0�EEK DR. I 50' 50' _ 62, 3 5o' Wi ,t OI 5,583 5 0 5,500 © o O L _ 6,820 7 5 413' 5,500 N86'41'58"W 581.74' I -4! Parcel Table K Lot 0-- Area III BLOCK 1 Lot 2 6815 S BLOCK 1 Lot 3 6820 S BLOCK 1 Lot 4 7013 S oil 1 Lot 6 5500 S BLOCK 1 Lot 7 O00, S BLOCK 1 Lot 8 6820 S BLOCK 1 Lot ►' 6820 S BLOCK 1 Lot 10 6820 S BLOCK 1 Lot 11 6478 S • 1 Lot 12 6992 S BLOCK 1 Lot 13 10209 S BLOCK 1 Lot 14 5645 S BLOCK 1 Lot 15 6742 S 1000 1 Lot 16 6930 S BLOCK 1 Lot 17 6810 S BLOCK 1 Lot 19 6820 S BLOCK 1 Lot 20 6930 S BLOCK - 21 6742 -- BLOCK 1 Lot 22 5645 S BLOCK 1 Lot 23 10209 S BLOCK 1 Lot 24 6992 S BLOCK 1 Lot 25 6478 S BLOCK 1 Lot 26 6820 S BLOCK 1 Lot 27 7214 S BLOCK 1 Lot 28 7245 S BLOCK 1 Lot 29 7708 S BLOCK 2 Lot 3 5500 S BLOCK 2 Lot 4 5500 S BLOCK 2 Lot 5 5500 S BLOCK 2 Lot 6 5500 S BLOCK 2 Lot 7 6820 S BLOCK 2 Lot 8 it olie, II0r-1r BLOCK 2 Lot 9 6820 e 2 Lot 10 5500 S I I//� 2 Lot 11 6820 S BLOCK 2 Lot 12 5500 S BLOCK I 13 / S BLOCK 2 Lot 14 5500 '', • O Y •• 2 Lot 15 5500 S BLOCK 2 Lot 16 6115 S BLOCK /� 17 6295 // / 2 Lot Y• Q S BLOCK /.i Lot 1 7092 S O 3 Lot 2 7130 S BLOCK 3 I// I// �1 7130 S BLOCK O Lot 4 7130 S BLOCK 1J/� Lot 5 7130 S BLOCK 3 i3LoCK �r ���/ //• • • -• OAF 04 I116,820 � ENO, 110 6,703 it 0 © slVZrZ'ZZZZ0;A%%/e% %,%�%/%O�/� /� �� • 405 OAF oe"7 � 7,711 Off, I BLACK BUTTE ST. 10 � F - - 7,144 W Q I 1p0. 1 w 1 sf 7' I 0 LO �I LO Z co N M 21 O 27 �, �' O W 28 24 23 22 5,973 20 0 26 �, N I 5,732 25 5,988 5,505 5,750 5,750 5,924 CID LLJ 5,750 M 0 Z W I \ O 0173 0172 Z 50' \ C17g 3o' 29' S1 z 0174 Q � 50' .... .. , • . - C22 I Z \ _W GRAND RAPIDS Dp C23 rc I0C157 15 156 8 5 ' 4 0155 � I I Z 6,828 o 6, 600 Q 6,820 � I olY w 60' W 00 V 1 0 14' 48' 44' I� 18' I I} 2 sf 22' J 0 I 1 1 13 1 1 0 W � 7,306 12 0 L C 7 13 0 2 7,260 O I 9 7,260 is 2 51' 03, 66' -- _ 66' RE W 0�EEK DR. I 50' 50' _ 62, 3 5o' Wi ,t OI 5,583 5 0 5,500 © o O L _ 6,820 7 5 413' 5,500 N86'41'58"W 581.74' I -4! PRELIMINARY PLAT GANDER CREEK SOUTH SUBDIVISION 2425 ° 7,214 vi 6,820 n J I 2 5 6,992 6,478 2' _ 3 6 23 062 063 064 C 5,500 � \ _ Z ® o \ 50' \ 13 ,0,209 060 C61 62' -- _ \ O18' 1 5,500 0,209 . 9' 25' C25 -= 5,500 © o g0 $�6•S�f'SS., \ _ C27 50 5,500 O \0 62, < E 146.36' -TEAU CREEK DR• - so' 6,820 ® 101, PLA 36 C1 5 0136 0137 � � PLq 50. 5,500 O o �p1 2 R46 38' 40 ° so PLA \EK 50' \ 6,820 10 0 FES F OOpso' \ \ O-�` 5�' ^ 1 1 o ON q so O14 5,645 I . - \ \ so• s,a2o 12 100' S 100' os �. o 0 7 0 © � O � O o ._� \ _ \ •� sr s,soo 4 4 ' ® 4, O 5,898 5,898 5,898 O 1 458 \ _ 50' 6,820 �3' 4,400 2 NI ' � 21 5,490 5,500 N _ \W 62' 5,500 15 P\TEAV Cs0' 5,500 15 6,742 I• BL CK 4 N O -REEK 6,1,5 O O 0142 U 4,645 N 5p' =R - 62' 6,295 6,742 11o' I 36' C143 C144 0145 101 U 50' \ QLD / Z , 40' 0141 0146 C 10 So 3 4s s0' '� ISI f sf -D m 930 NIS o 15 16 14 � „, t1o' I y o 12 13 6,124 o 8,798 11 5,743 4,796 10 I 4,400 5,500 106' N 19 I 0 40 22, 0132 C 0 oP 17 O 73 M 6,820 I 5 ' 40 4,810 97' 20' 110' �a. 50' --- s CREEK _� - Parcel Table K Lot 0-- Area S BLOCK 1 Lot 2 6815 S BLOCK 1 Lot 3 6820 S BLOCK 1 Lot 4 7013 S BLOCK 1 Lot 6 5500 S BLOCK 1 Lot 7 5500 S BLOCK 1 Lot 8 6820 S BLOCK 1 Lot 9 6820 S BLOCK 1 Lot 10 6820 S BLOCK 1 Lot 11 6478 S BLOCK 1 Lot 12 6992 S BLOCK 1 Lot 13 10209 S BLOCK 1 Lot 14 5645 S BLOCK 1 Lot 15 6742 S BLOCK 1 Lot 16 6930 S BLOCK 1 Lot 17 6810 S BLOCK 1 Lot 19 6820 S BLOCK 1 Lot 20 6930 S BLOCK 1 Lot 21 6742 S BLOCK 1 Lot 22 5645 S BLOCK 1 Lot 23 10209 S BLOCK 1 Lot 24 6992 S BLOCK 1 Lot 25 6478 S BLOCK 1 Lot 26 6820 S BLOCK 1 Lot 27 7214 S BLOCK 1 Lot 28 7245 S BLOCK 1 Lot 29 7708 S BLOCK 2 Lot 3 5500 S BLOCK 2 Lot 4 5500 S BLOCK 2 Lot 5 5500 S BLOCK 2 Lot 6 5500 S BLOCK 2 Lot 7 6820 S BLOCK 2 Lot 8 5500 S BLOCK 2 Lot 9 6820 S BLOCK 2 Lot 10 5500 S BLOCK 2 Lot 11 6820 S BLOCK 2 Lot 12 5500 S BLOCK 2 Lot 13 6820 S BLOCK 2 Lot 14 5500 S BLOCK 2 Lot 15 5500 S BLOCK 2 Lot 16 6115 S BLOCK 2 Lot 17 6295 PRELIMINARY PLAT GANDER CREEK SOUTH SUBDIVISION 2425 ° 7,214 vi 6,820 n J I 2 5 6,992 6,478 2' _ 3 6 23 062 063 064 C 5,500 � \ _ Z ® o \ 50' \ 13 ,0,209 060 C61 62' -- _ \ O18' 1 5,500 0,209 . 9' 25' C25 -= 5,500 © o g0 $�6•S�f'SS., \ _ C27 50 5,500 O \0 62, < E 146.36' -TEAU CREEK DR• - so' 6,820 ® 101, PLA 36 C1 5 0136 0137 � � PLq 50. 5,500 O o �p1 2 R46 38' 40 ° so PLA \EK 50' \ 6,820 10 0 FES F OOpso' \ \ O-�` 5�' ^ 1 1 o ON q so O14 5,645 I . - \ \ so• s,a2o 12 100' S 100' os �. o 0 7 0 © � O � O o ._� \ _ \ •� sr s,soo 4 4 ' ® 4, O 5,898 5,898 5,898 O 1 458 \ _ 50' 6,820 �3' 4,400 2 NI ' � 21 5,490 5,500 N _ \W 62' 5,500 15 P\TEAV Cs0' 5,500 15 6,742 I• BL CK 4 N O -REEK 6,1,5 O O 0142 U 4,645 N 5p' =R - 62' 6,295 6,742 11o' I 36' C143 C144 0145 101 U 50' \ QLD / Z , 40' 0141 0146 C 10 So 3 4s s0' '� ISI f sf -D m 930 NIS o 15 16 14 � „, t1o' I y o 12 13 6,124 o 8,798 11 5,743 4,796 10 I 4,400 5,500 106' N 19 I 0 40 22, 0132 C 0 oP 17 O 73 M 6,820 I 5 ' 40 4,810 97' 20' 110' �a. 50' --- s CREEK _� - Parcel Table K Lot 0-- Area Area S BLOCK 2 Lot 18 7056 S BLOCK 2 Lot 19 4557 S BLOCK 2 Lot 20 4368 S BLOCK 2 Lot 21 4400 S BLOCK 2 Lot 22 4400 S BLOCK 2 Lot 23 4400 S BLOCK 2 Lot 25 4400 S BLOCK 2 Lot 26 4400 S BLOCK 2 Lot 27 4400 S BLOCK 2 Lot 28 4400 S BLOCK 2 Lot 29 4400 S BLOCK 2 Lot 30 4400 S BLOCK 2 Lot 31 4400 S BLOCK 2 Lot 32 4400 S BLOCK 2 Lot 33 4400 S BLOCK 2 Lot 34 4400 S BLOCK 2 Lot 35 4400 S BLOCK 2 Lot 36 4942 S BLOCK 2 Lot 37 6759 S BLOCK 2 Lot 38 6039 S BLOCK 2 Lot 40 5914 S BLOCK 2 Lot 41 5617 S BLOCK 2 Lot 42 5496 S BLOCK 2 Lot 43 5500 S BLOCK 2 Lot 44 5500 S BLOCK 2 Lot 45 5500 S BLOCK 2 Lot 46 5500 S BLOCK 2 Lot 47 5500 S BLOCK 2 Lot 48 5500 S BLOCK 2 Lot 49 5500 S BLOCK 2 Lot 50 5500 S BLOCK 2 Lot 51 5500 S BLOCK 2 Lot 52 5500 S BLOCK 2 Lot 53 5500 S BLOCK 2 Lot 54 6056 S BLOCK 3 Lot 1 7092 S BLOCK 3 Lot 2 7130 S BLOCK 3 Lot 3 7130 S BLOCK 3 Lot 4 7130 S BLOCK 3 Lot 5 7130 S BLOCK 3 Lot 6 7130 PRELIMINARY PLAT GANDER CREEK SOUTH SUBDIVISION 2425 ° 7,214 vi 6,820 n J I 2 5 6,992 6,478 2' _ 3 6 23 062 063 064 C 5,500 � \ _ Z ® o \ 50' \ 13 ,0,209 060 C61 62' -- _ \ O18' 1 5,500 0,209 . 9' 25' C25 -= 5,500 © o g0 $�6•S�f'SS., \ _ C27 50 5,500 O \0 62, < E 146.36' -TEAU CREEK DR• - so' 6,820 ® 101, PLA 36 C1 5 0136 0137 � � PLq 50. 5,500 O o �p1 2 R46 38' 40 ° so PLA \EK 50' \ 6,820 10 0 FES F OOpso' \ \ O-�` 5�' ^ 1 1 o ON q so O14 5,645 I . - \ \ so• s,a2o 12 100' S 100' os �. o 0 7 0 © � O � O o ._� \ _ \ •� sr s,soo 4 4 ' ® 4, O 5,898 5,898 5,898 O 1 458 \ _ 50' 6,820 �3' 4,400 2 NI ' � 21 5,490 5,500 N _ \W 62' 5,500 15 P\TEAV Cs0' 5,500 15 6,742 I• BL CK 4 N O -REEK 6,1,5 O O 0142 U 4,645 N 5p' =R - 62' 6,295 6,742 11o' I 36' C143 C144 0145 101 U 50' \ QLD / Z , 40' 0141 0146 C 10 So 3 4s s0' '� ISI f sf -D m 930 NIS o 15 16 14 � „, t1o' I y o 12 13 6,124 o 8,798 11 5,743 4,796 10 I 4,400 5,500 106' N 19 I 0 40 22, 0132 C 0 oP 17 O 73 M 6,820 I 5 ' 40 4,810 97' 20' 110' �a. 50' --- s CREEK _� - Parcel Table K Lot 0-- Area S BLOCK 3 Lot 8 6703 S BLOCK 3 Lot 9 7711 S BLOCK 3 Lot 10 7144 S BLOCK 3 Lot 11 6161 S BLOCK 3 Lot 12 5750 S BLOCK 3 Lot 13 5750 S BLOCK 3 Lot 14 5750 S BLOCK 3 Lot 15 5500 S BLOCK 3 Lot 16 5500 S BLOCK 3 Lot 17 5500 S BLOCK 3 Lot 18 5500 S BLOCK 3 Lot 19 5500 S BLOCK 3 Lot 20 5505 S BLOCK 3 Lot 21 5973 S BLOCK 3 Lot 22 5988 S BLOCK 3 Lot 24 5924 S BLOCK 3 Lot 25 5750 S BLOCK 3 Lot 26 5750 S BLOCK 3 Lot 27 5750 S BLOCK 3 Lot 28 5732 S BLOCK 4 Lot 2 5500 S BLOCK 4 Lot 4 5898 S BLOCK 4 Lot 5 5898 S BLOCK 4 Lot 6 5898 S BLOCK 4 Lot 7 4458 S BLOCK 4 Lot 8 4400 S BLOCK 4 Lot 9 5490 S BLOCK 4 Lot 11 5500 S BLOCK 4 Lot 12 4400 S BLOCK 4 Lot 13 5743 S BLOCK 4 Lot 14 4796 S BLOCK 4 Lot 15 6124 S BLOCK 4 Lot 16 8798 S BLOCK 4 Lot 17 4810 S BLOCK 4 Lot 18 4231 S BLOCK 4 Lot 19 4003 S BLOCK 4 Lot 20 4028 S BLOCK 4 Lot 21 4028 S BLOCK 4 Lot 22 4028 S BLOCK 4 Lot 23 4028 S BLOCK 5 Lot 2 4645 PRELIMINARY PLAT GANDER CREEK SOUTH SUBDIVISION 2425 ° 7,214 vi 6,820 n J I 2 5 6,992 6,478 2' _ 3 6 23 062 063 064 C 5,500 � \ _ Z ® o \ 50' \ 13 ,0,209 060 C61 62' -- _ \ O18' 1 5,500 0,209 . 9' 25' C25 -= 5,500 © o g0 $�6•S�f'SS., \ _ C27 50 5,500 O \0 62, < E 146.36' -TEAU CREEK DR• - so' 6,820 ® 101, PLA 36 C1 5 0136 0137 � � PLq 50. 5,500 O o �p1 2 R46 38' 40 ° so PLA \EK 50' \ 6,820 10 0 FES F OOpso' \ \ O-�` 5�' ^ 1 1 o ON q so O14 5,645 I . - \ \ so• s,a2o 12 100' S 100' os �. o 0 7 0 © � O � O o ._� \ _ \ •� sr s,soo 4 4 ' ® 4, O 5,898 5,898 5,898 O 1 458 \ _ 50' 6,820 �3' 4,400 2 NI ' � 21 5,490 5,500 N _ \W 62' 5,500 15 P\TEAV Cs0' 5,500 15 6,742 I• BL CK 4 N O -REEK 6,1,5 O O 0142 U 4,645 N 5p' =R - 62' 6,295 6,742 11o' I 36' C143 C144 0145 101 U 50' \ QLD / Z , 40' 0141 0146 C 10 So 3 4s s0' '� ISI f sf -D m 930 NIS o 15 16 14 � „, t1o' I y o 12 13 6,124 o 8,798 11 5,743 4,796 10 I 4,400 5,500 106' N 19 I 0 40 22, 0132 C 0 oP 17 O 73 M 6,820 I 5 ' 40 4,810 97' 20' 110' �a. 50' --- s CREEK _� - Parcel Table K Lot 0-- Lo Area S BLOCK 5 Lot 3 4313 S BLOCK 5 Lot 4 4028 S BLOCK 5 Lot 5 4028 S BLOCK 5 Lot 6 4028 S BLOCK 5 Lot 7 4028 S BLOCK 5 Lot 8 4028 S BLOCK 5 Lot 9 4028 S BLOCK 5 Lot 10 4028 S BLOCK 5 Lot 11 4048 S BLOCK 6 Lot 1 7690 S BLOCK 6 Lot 2 5500 S BLOCK 6 Lot 3 5500 S BLOCK 6 Lot 4 6820 S BLOCK 6 Lot 5 5500 S BLOCK 6 Lot 6 6820 S BLOCK 6 Lot 7 5500 S BLOCK 6 Lot 8 5500 S BLOCK 6 Lot 9 7739 S BLOCK 6 Lot 11 4998 S BLOCK 6 Lot 12 4400 S BLOCK 6 Lot 13 4400 S BLOCK 6 Lot 14 4400 S BLOCK 6 Lot 15 4455 S BLOCK 6 Lot 16 4853 S BLOCK 6 Lot 17 5942 S BLOCK 6 Lot 19 4526 S BLOCK 6 Lot 20 4400 S BLOCK 6 Lot 21 4400 S BLOCK 6 Lot 22 4400 S BLOCK 6 Lot 23 4400 S BLOCK 6 Lot 24 4400 S BLOCK 6 Lot 25 4891 S BLOCK 7 Lot 4 5583 S BLOCK 7 Lot 5 5500 S BLOCK 7 Lot 6 6820 S BLOCK 7 Lot 7 5500 S BLOCK 7 Lot 8 6820 S BLOCK 7 Lot 9 5500 S BLOCK 7 Lot 10 6820 S BLOCK 7 Lot 11 5500 S BLOCK 7 Lot 12 6820 PRELIMINARY PLAT GANDER CREEK SOUTH SUBDIVISION 2425 ° 7,214 vi 6,820 n J I 2 5 6,992 6,478 2' _ 3 6 23 062 063 064 C 5,500 � \ _ Z ® o \ 50' \ 13 ,0,209 060 C61 62' -- _ \ O18' 1 5,500 0,209 . 9' 25' C25 -= 5,500 © o g0 $�6•S�f'SS., \ _ C27 50 5,500 O \0 62, < E 146.36' -TEAU CREEK DR• - so' 6,820 ® 101, PLA 36 C1 5 0136 0137 � � PLq 50. 5,500 O o �p1 2 R46 38' 40 ° so PLA \EK 50' \ 6,820 10 0 FES F OOpso' \ \ O-�` 5�' ^ 1 1 o ON q so O14 5,645 I . - \ \ so• s,a2o 12 100' S 100' os �. o 0 7 0 © � O � O o ._� \ _ \ •� sr s,soo 4 4 ' ® 4, O 5,898 5,898 5,898 O 1 458 \ _ 50' 6,820 �3' 4,400 2 NI ' � 21 5,490 5,500 N _ \W 62' 5,500 15 P\TEAV Cs0' 5,500 15 6,742 I• BL CK 4 N O -REEK 6,1,5 O O 0142 U 4,645 N 5p' =R - 62' 6,295 6,742 11o' I 36' C143 C144 0145 101 U 50' \ QLD / Z , 40' 0141 0146 C 10 So 3 4s s0' '� ISI f sf -D m 930 NIS o 15 16 14 � „, t1o' I y o 12 13 6,124 o 8,798 11 5,743 4,796 10 I 4,400 5,500 106' N 19 I 0 40 22, 0132 C 0 oP 17 O 73 M 6,820 I 5 ' 40 4,810 97' 20' 110' �a. 50' --- s CREEK _� - Parcel Table K Lot 0-- Lo Area S BLOCK 7 Lot 13 7622 S BLOCK 7 Lot 14 8454 S BLOCK 7 Lot 15 6720 S BLOCK 7 Lot 16 7626 S BLOCK 8 Lot 1 8210 S BLOCK 8 Lot 2 5964 S BLOCK 8 Lot 3 6654 S BLOCK 8 Lot 4 6820 S BLOCK 8 Lot 5 6820 S BLOCK 8 Lot 6 6820 S BLOCK 8 Lot 7 6820 S BLOCK 8 Lot 8 6600 S BLOCK 8 Lot 9 5828 S BLOCK 8 Lot 11 7306 S BLOCK 8 Lot 12 7260 S BLOCK 8 Lot 13 7260 S BLOCK 8 Lot 14 6820 S BLOCK 8 Lot 15 6820 S BLOCK 8 Lot 16 6820 S BLOCK 8 Lot 17 6820 S BLOCK 8 Lot 18 6820 S BLOCK 8 Lot 19 7490 S BLOCK 8 Lot 20 6529 S BLOCK 8 Lot 22 6673 S BLOCK 8 Lot 23 6820 S BLOCK 8 Lot 24 6820 S BLOCK 8 Lot 25 6422 S BLOCK 8 Lot 27 4400 S BLOCK 8 Lot 28 4406 S BLOCK 8 Lot 29 5494 S BLOCK 8 Lot 31 6302 S BLOCK 8 Lot 32 4783 S BLOCK 8 Lot 33 4557 S BLOCK 8 Lot 35 5503 S BLOCK 8 Lot 36 6060 S BLOCK 8 Lot 37 7455 S BLOCK 9 Lot 2 4001 S BLOCK 9 Lot 3 4000 S BLOCK 9 Lot 4 4321 S BLOCK 9 Lot 5 4268 S BLOCK 9 Lot 6 4286 PRELIMINARY PLAT GANDER CREEK SOUTH SUBDIVISION 2425 ° 7,214 vi 6,820 n J I 2 5 6,992 6,478 2' _ 3 6 23 062 063 064 C 5,500 � \ _ Z ® o \ 50' \ 13 ,0,209 060 C61 62' -- _ \ O18' 1 5,500 0,209 . 9' 25' C25 -= 5,500 © o g0 $�6•S�f'SS., \ _ C27 50 5,500 O \0 62, < E 146.36' -TEAU CREEK DR• - so' 6,820 ® 101, PLA 36 C1 5 0136 0137 � � PLq 50. 5,500 O o �p1 2 R46 38' 40 ° so PLA \EK 50' \ 6,820 10 0 FES F OOpso' \ \ O-�` 5�' ^ 1 1 o ON q so O14 5,645 I . - \ \ so• s,a2o 12 100' S 100' os �. o 0 7 0 © � O � O o ._� \ _ \ •� sr s,soo 4 4 ' ® 4, O 5,898 5,898 5,898 O 1 458 \ _ 50' 6,820 �3' 4,400 2 NI ' � 21 5,490 5,500 N _ \W 62' 5,500 15 P\TEAV Cs0' 5,500 15 6,742 I• BL CK 4 N O -REEK 6,1,5 O O 0142 U 4,645 N 5p' =R - 62' 6,295 6,742 11o' I 36' C143 C144 0145 101 U 50' \ QLD / Z , 40' 0141 0146 C 10 So 3 4s s0' '� ISI f sf -D m 930 NIS o 15 16 14 � „, t1o' I y o 12 13 6,124 o 8,798 11 5,743 4,796 10 I 4,400 5,500 106' N 19 I 0 40 22, 0132 C 0 oP 17 O 73 M 6,820 I 5 ' 40 4,810 97' 20' 110' �a. 50' --- s CREEK _� - - -I,--- _ s -I- vc,K � _2' _ N82•03'48" 557,33 - 1----I P P/L Parcel Table K Lot 0-- Lo Area S BLOCK 9 Lot 7 4001 S BLOCK 9 Lot 8 4001 S BLOCK 9 Lot 9 4000 S BLOCK 9 Lot 10 4000 S BLOCK 9 Lot 11 4001 S BLOCK 9 Lot 12 4022 S BLOCK 9 Lot 13 4296 S BLOCK 10 Lot 2 4181 S BLOCK 10 Lot 3 4016 S BLOCK 10 Lot 4 4456 S BLOCK 10 Lot 5 4517 S BLOCK 10 Lot 6 4001 S BLOCK 10 Lot 7 4000 S BLOCK 10 Lot 8 4001 S BLOCK 10 Lot 9 4000 S BLOCK 10 Lot 10 4001 S BLOCK 10 Lot 11 4000 S BLOCK 10 Lot 12 4000 S BLOCK 10 Lot 13 4031 S BLOCK 11 Lot 2 4056 S BLOCK 11 Lot 3 4028 S BLOCK 11 Lot 4 4028 S BLOCK 11 Lot 5 4028 S BLOCK 11 Lot 6 4028 S BLOCK 11 Lot 7 4028 S BLOCK 11 Lot 8 4028 S BLOCK 11 Lot 9 4028 S BLOCK 11 Lot 10 4028 S BLOCK 11 Lot 11 4050 S BLOCK 12 Lot 2 4022 S BLOCK 12 Lot 3 4028 S BLOCK 12 Lot 4 4028 S BLOCK 12 Lot 5 4028 S BLOCK 12 Lot 6 4028 S BLOCK 12 Lot 7 4028 S BLOCK 12 Lot 8 4028 S BLOCK 12 Lot 9 4028 S BLOCK 12 Lot 10 4028 S BLOCK 12 Lot 11 4028 S BLOCK 12 Lot 12 4044 - -I,--- _ s -I- vc,K � _2' _ N82•03'48" 557,33 - 1----I P P/L v8,454 7,622 566 2 6� _--4, _�_ 2= /L 47'-0„ P/ 7'-0" 33'-0" 7,-0„ -0'5'-0 16'-6" 16'-6" 5'-0" -0 14'-6" 14'-6" SLOPE 2.00% SLOPE 2.00% 4" - 3/4"MINUS CRUSHED GRAVEL 2 1/2" ASPHALT PAVEMENT 47' RIGHT-OF-WAY TYPICAL STREET SECTION 6'-0" 1'-0",5'-0"� - NOT TO SCALE 57'-0" 33'-0" 18 K M 0-- Lo 4,231 87' 3 U I� 0' 19 M GRAVITY IRRIGATION LINE I " w WATER LINE p' P' 4,'883 S° M - ® bo ROLLED CURB/GUTTER Ld 6302 20 5,494• M Q ' 122' EGR 110' LOT NUMBER O oo 21 � M FLOW ARROW M STREET NAME HANDICAP RAMP 4,028 22 M FOUND BRASS CAP MONUMENT O 106' 0 23 M M FOUND 5/8" IRON PIN © o: M - - - - - - SECTION LINE � BOTTOM OF DITCH • 4,028 106' v8,454 7,622 566 2 6� _--4, _�_ 2= /L 47'-0„ P/ 7'-0" 33'-0" 7,-0„ -0'5'-0 16'-6" 16'-6" 5'-0" -0 14'-6" 14'-6" SLOPE 2.00% SLOPE 2.00% 4" - 3/4"MINUS CRUSHED GRAVEL 2 1/2" ASPHALT PAVEMENT 47' RIGHT-OF-WAY TYPICAL STREET SECTION 6'-0" 1'-0",5'-0"� - NOT TO SCALE 57'-0" 33'-0" -0` _ 50, E3 0 1 O 62 \ ` 1`ri !� 50' C28 7,690 5p' \ ` 8't0• 029 1 8 I _ 5,500 O 2 o 62, \ 7,os6 ^ I to 5 \ _ 0 3 ° A O _o to o II 5,500 ® 50, ` 92 lf 61' 6,820 so' 5,500 25 4g, 6,820 o 4,557 LO O 62' B 5,500 104' 4,891 17' 6 5,500 4}�. 3 3' 01 3 C 20 Q 15' 7,739 4T J&8 W24 2s' LLl O 25' 15' I Q 4,400 MIU 110' 40' IY a o 17 rn 37 W LLI 4110'0 J 0 23 5,942 0 10 Iv I0< 4,400 16 15 0 2' f 0 22 Q 110'4,853 14 0 "IQ � 4,455 0 22 4,400 13 0 12 _o I� 411$0 Z I 4,400 O 11 a a 4,400 4,400 23 0 4,998 O Q a 110' cls C 7 0-10 39' I 4110'0 21 IZ 4p, 4-00 GAO 34' G7 75 24 4, .. ,6 - -� q ; 110' 18 / BL8v 49 I 017 X87 ° M . J - 25 4,400 m 1 M L° 110' 41,14&O 4 8 v M 1024 10 r 1 I 24 v 1,453 s 12 19 I� ' M 0 8 26 4,526 Q O 1066 N O M 4T; 810 _W C14 4,022 131' W. GRAND RAPIDS_ - 14 ILLI I V bo m 5 01 C 1g �36' M _\__/ \ '• M ®3 106, 4,02'8 0038' 38' 106 M O I� a 41,4&O 16 4 0117 97 Q m 106' 36W U R c / 4,0 M Ld 28 36, G ANS Rq p 15 75. I Z 106 8 M ® 00 n I � 4 4 0 m 1 O o O o ® O (D$ 4,028 N' ' 4,001 4,000 4,321 © 38 - M Oo 106' 268 Q 4, 4,028 O M 00 I� 29 4,286 7 O C119 C 20 38' 106' M p 4,001 8 I 4,028 4110"0 4,001 W 38 38' 0114 Q ao °� 6 ao J 106' Q 0113 4,000 10 M O ^ J I ss K o 1 M A M 30 0112 C 11 BZ00 4,000 1 1 1068 Q © Z .r C'4 I 4T; 8'6 38 9 4,001 O 13 Y 4,028 38' 3T C1 6 0107 O 0706 4,022 U bo 106' I 10 9 38' 4,296 M O 3g, gLLEY 38 14 I Q i os•8 m V O7 31 M M 38' YO 3g' 38 W �! 4,028 I 4j10,0 3® �� 0 3g, 38 I� m ® 106' C!r d • a n_ 5 hbo 4,181 4,016 6 4,517 © 10 38, a, 1068 ® 00 0 32 M O4,028 4,001 7 0 38' Q O 20' I 41,14,0 4,000 8 16 oo 106' O o c96 s' U 9 0102 0101 4,001 O O Z 4,02' ap O c103 cloo 99 4,000 10 �, los' M 0 ° 33 -- 31 4,001 O o 12 4,028 .. o _ 4,000 •• 33 M 10 oo ,os' 41,E 8,0 _ o C 3g• 4,000 13 7' 10 'Do ' M I 34 . �• '• °• •.. .. .. \ CW� ,031 � O 38' 4,028 C39 41,1480 106' . �1 47• � �R� � 38 U U M C 4 JJ •aMo O op I N 50 4,028 55 54 O o � s0• \ \ - �/ 12 io 106' '° 4110'0 Y O 6,056 53 50' 1 2 n I m m o _ 36 L o \ �- _5,500 51 so 13- 4108? M W � - 5,500 50 o so' \EDW' \ 2 D CR r-15,5000 49 5p' \K\D\ R45' _ O M U s,5oo 48 50' - �_ - 37 M �� 1 J• ( 5,500 47 50 6,759 a 0 5,500 46 4s a CONCRETE SIDEWALK (TYP.) 4" - 3/4" MINUS CRUSHED GRAVEL (COMPACTION REQUIRED) STANDARD ROLLED OR 6" VERTICAL CURB & GUTTER (TYP.) AS PER PLANS 10" - 6" MINUS PIT RUN 16'-6" 16'-6" 14'-6" 14'-6" SLOPE 2.00% SLOPE 2.00% -� P/L 5'-0"11 4" - 3/4" MINUS CONCRETE CRUSHED GRAVEL IL SIDEWALK (TYP.) 2 1/2" ASPHALT GRAVEL ( R 4" MINUS CRUSHED PAVEMENT COMPACTIONREQUIIRED) STANDARD ROLLED OR 6" VERTICAL 57' RIGHT-OF-WAY P� B & GUTTER (TYP.) AS PER TVDIrAI CTQF_F-_T QF-rTini\i 12" 6" MINUS PIT RUN NOT TO SCALE 10 o C36 o f ,5,500 42 6,039 INGRESS/EGRESS �, ` 5,496 > EASEMENT INST. NO. 98106235 40 5,617 5,914 10' IDAHO POWER EASEMENT ISNT. NO. 8958920 60' INGRESS/EGRES! EASEMENT INST. NO. 98106235 PLAT LEGEND 18 K M 0-- Lo 4,231 87' 3 U RIGHT-OF-WAY LINE 0' 19 M GRAVITY IRRIGATION LINE 4,313 " w WATER LINE p' P' 4,'883 S° M - ® bo ROLLED CURB/GUTTER Ld 4los,028 20 M Q ' EDGE OF GRAVEL EGR oo LOT NUMBER O oo 21 � M FLOW ARROW M STREET NAME HANDICAP RAMP 4,028 22 M FOUND BRASS CAP MONUMENT O 106' 0 23 M M FOUND 5/8" IRON PIN © o: M - - - - - - -0` _ 50, E3 0 1 O 62 \ ` 1`ri !� 50' C28 7,690 5p' \ ` 8't0• 029 1 8 I _ 5,500 O 2 o 62, \ 7,os6 ^ I to 5 \ _ 0 3 ° A O _o to o II 5,500 ® 50, ` 92 lf 61' 6,820 so' 5,500 25 4g, 6,820 o 4,557 LO O 62' B 5,500 104' 4,891 17' 6 5,500 4}�. 3 3' 01 3 C 20 Q 15' 7,739 4T J&8 W24 2s' LLl O 25' 15' I Q 4,400 MIU 110' 40' IY a o 17 rn 37 W LLI 4110'0 J 0 23 5,942 0 10 Iv I0< 4,400 16 15 0 2' f 0 22 Q 110'4,853 14 0 "IQ � 4,455 0 22 4,400 13 0 12 _o I� 411$0 Z I 4,400 O 11 a a 4,400 4,400 23 0 4,998 O Q a 110' cls C 7 0-10 39' I 4110'0 21 IZ 4p, 4-00 GAO 34' G7 75 24 4, .. ,6 - -� q ; 110' 18 / BL8v 49 I 017 X87 ° M . J - 25 4,400 m 1 M L° 110' 41,14&O 4 8 v M 1024 10 r 1 I 24 v 1,453 s 12 19 I� ' M 0 8 26 4,526 Q O 1066 N O M 4T; 810 _W C14 4,022 131' W. GRAND RAPIDS_ - 14 ILLI I V bo m 5 01 C 1g �36' M _\__/ \ '• M ®3 106, 4,02'8 0038' 38' 106 M O I� a 41,4&O 16 4 0117 97 Q m 106' 36W U R c / 4,0 M Ld 28 36, G ANS Rq p 15 75. I Z 106 8 M ® 00 n I � 4 4 0 m 1 O o O o ® O (D$ 4,028 N' ' 4,001 4,000 4,321 © 38 - M Oo 106' 268 Q 4, 4,028 O M 00 I� 29 4,286 7 O C119 C 20 38' 106' M p 4,001 8 I 4,028 4110"0 4,001 W 38 38' 0114 Q ao °� 6 ao J 106' Q 0113 4,000 10 M O ^ J I ss K o 1 M A M 30 0112 C 11 BZ00 4,000 1 1 1068 Q © Z .r C'4 I 4T; 8'6 38 9 4,001 O 13 Y 4,028 38' 3T C1 6 0107 O 0706 4,022 U bo 106' I 10 9 38' 4,296 M O 3g, gLLEY 38 14 I Q i os•8 m V O7 31 M M 38' YO 3g' 38 W �! 4,028 I 4j10,0 3® �� 0 3g, 38 I� m ® 106' C!r d • a n_ 5 hbo 4,181 4,016 6 4,517 © 10 38, a, 1068 ® 00 0 32 M O4,028 4,001 7 0 38' Q O 20' I 41,14,0 4,000 8 16 oo 106' O o c96 s' U 9 0102 0101 4,001 O O Z 4,02' ap O c103 cloo 99 4,000 10 �, los' M 0 ° 33 -- 31 4,001 O o 12 4,028 .. o _ 4,000 •• 33 M 10 oo ,os' 41,E 8,0 _ o C 3g• 4,000 13 7' 10 'Do ' M I 34 . �• '• °• •.. .. .. \ CW� ,031 � O 38' 4,028 C39 41,1480 106' . �1 47• � �R� � 38 U U M C 4 JJ •aMo O op I N 50 4,028 55 54 O o � s0• \ \ - �/ 12 io 106' '° 4110'0 Y O 6,056 53 50' 1 2 n I m m o _ 36 L o \ �- _5,500 51 so 13- 4108? M W � - 5,500 50 o so' \EDW' \ 2 D CR r-15,5000 49 5p' \K\D\ R45' _ O M U s,5oo 48 50' - �_ - 37 M �� 1 J• ( 5,500 47 50 6,759 a 0 5,500 46 4s a CONCRETE SIDEWALK (TYP.) 4" - 3/4" MINUS CRUSHED GRAVEL (COMPACTION REQUIRED) STANDARD ROLLED OR 6" VERTICAL CURB & GUTTER (TYP.) AS PER PLANS 10" - 6" MINUS PIT RUN 16'-6" 16'-6" 14'-6" 14'-6" SLOPE 2.00% SLOPE 2.00% -� P/L 5'-0"11 4" - 3/4" MINUS CONCRETE CRUSHED GRAVEL IL SIDEWALK (TYP.) 2 1/2" ASPHALT GRAVEL ( R 4" MINUS CRUSHED PAVEMENT COMPACTIONREQUIIRED) STANDARD ROLLED OR 6" VERTICAL 57' RIGHT-OF-WAY P� B & GUTTER (TYP.) AS PER TVDIrAI CTQF_F-_T QF-rTini\i 12" 6" MINUS PIT RUN NOT TO SCALE 10 o C36 o f ,5,500 42 6,039 INGRESS/EGRESS �, ` 5,496 > EASEMENT INST. NO. 98106235 40 5,617 5,914 10' IDAHO POWER EASEMENT ISNT. NO. 8958920 60' INGRESS/EGRES! EASEMENT INST. NO. 98106235 PLAT LEGEND K N 0-- Lo 3 U RIGHT-OF-WAY LINE LOT LINE GRAVITY IRRIGATION LINE 4,313 " w WATER LINE p' P' 106' S° M - ® bo ROLLED CURB/GUTTER AND SIDEWALK 4los,028 EDGE OF PAVEMENT (NEW) EDGE OF PAVEMENT (EXISTING) 2_^ ' EDGE OF GRAVEL EGR oo LOT NUMBER O oo ' M FLOW ARROW M STREET NAME HANDICAP RAMP 4,028 FOUND BRASS CAP MONUMENT O 106' 0 SET 5/8" IRON PIN M FOUND 5/8" IRON PIN © o: M - - - - - - SECTION LINE � BOTTOM OF DITCH 4,028 106' •° M Q O M m 4,028 106' M ® W M 4,028 los' 30 M 0 I M 4,028 106' . n 10 M oo 11 -0` _ 50, E3 0 1 O 62 \ ` 1`ri !� 50' C28 7,690 5p' \ ` 8't0• 029 1 8 I _ 5,500 O 2 o 62, \ 7,os6 ^ I to 5 \ _ 0 3 ° A O _o to o II 5,500 ® 50, ` 92 lf 61' 6,820 so' 5,500 25 4g, 6,820 o 4,557 LO O 62' B 5,500 104' 4,891 17' 6 5,500 4}�. 3 3' 01 3 C 20 Q 15' 7,739 4T J&8 W24 2s' LLl O 25' 15' I Q 4,400 MIU 110' 40' IY a o 17 rn 37 W LLI 4110'0 J 0 23 5,942 0 10 Iv I0< 4,400 16 15 0 2' f 0 22 Q 110'4,853 14 0 "IQ � 4,455 0 22 4,400 13 0 12 _o I� 411$0 Z I 4,400 O 11 a a 4,400 4,400 23 0 4,998 O Q a 110' cls C 7 0-10 39' I 4110'0 21 IZ 4p, 4-00 GAO 34' G7 75 24 4, .. ,6 - -� q ; 110' 18 / BL8v 49 I 017 X87 ° M . J - 25 4,400 m 1 M L° 110' 41,14&O 4 8 v M 1024 10 r 1 I 24 v 1,453 s 12 19 I� ' M 0 8 26 4,526 Q O 1066 N O M 4T; 810 _W C14 4,022 131' W. GRAND RAPIDS_ - 14 ILLI I V bo m 5 01 C 1g �36' M _\__/ \ '• M ®3 106, 4,02'8 0038' 38' 106 M O I� a 41,4&O 16 4 0117 97 Q m 106' 36W U R c / 4,0 M Ld 28 36, G ANS Rq p 15 75. I Z 106 8 M ® 00 n I � 4 4 0 m 1 O o O o ® O (D$ 4,028 N' ' 4,001 4,000 4,321 © 38 - M Oo 106' 268 Q 4, 4,028 O M 00 I� 29 4,286 7 O C119 C 20 38' 106' M p 4,001 8 I 4,028 4110"0 4,001 W 38 38' 0114 Q ao °� 6 ao J 106' Q 0113 4,000 10 M O ^ J I ss K o 1 M A M 30 0112 C 11 BZ00 4,000 1 1 1068 Q © Z .r C'4 I 4T; 8'6 38 9 4,001 O 13 Y 4,028 38' 3T C1 6 0107 O 0706 4,022 U bo 106' I 10 9 38' 4,296 M O 3g, gLLEY 38 14 I Q i os•8 m V O7 31 M M 38' YO 3g' 38 W �! 4,028 I 4j10,0 3® �� 0 3g, 38 I� m ® 106' C!r d • a n_ 5 hbo 4,181 4,016 6 4,517 © 10 38, a, 1068 ® 00 0 32 M O4,028 4,001 7 0 38' Q O 20' I 41,14,0 4,000 8 16 oo 106' O o c96 s' U 9 0102 0101 4,001 O O Z 4,02' ap O c103 cloo 99 4,000 10 �, los' M 0 ° 33 -- 31 4,001 O o 12 4,028 .. o _ 4,000 •• 33 M 10 oo ,os' 41,E 8,0 _ o C 3g• 4,000 13 7' 10 'Do ' M I 34 . �• '• °• •.. .. .. \ CW� ,031 � O 38' 4,028 C39 41,1480 106' . �1 47• � �R� � 38 U U M C 4 JJ •aMo O op I N 50 4,028 55 54 O o � s0• \ \ - �/ 12 io 106' '° 4110'0 Y O 6,056 53 50' 1 2 n I m m o _ 36 L o \ �- _5,500 51 so 13- 4108? M W � - 5,500 50 o so' \EDW' \ 2 D CR r-15,5000 49 5p' \K\D\ R45' _ O M U s,5oo 48 50' - �_ - 37 M �� 1 J• ( 5,500 47 50 6,759 a 0 5,500 46 4s a CONCRETE SIDEWALK (TYP.) 4" - 3/4" MINUS CRUSHED GRAVEL (COMPACTION REQUIRED) STANDARD ROLLED OR 6" VERTICAL CURB & GUTTER (TYP.) AS PER PLANS 10" - 6" MINUS PIT RUN 16'-6" 16'-6" 14'-6" 14'-6" SLOPE 2.00% SLOPE 2.00% -� P/L 5'-0"11 4" - 3/4" MINUS CONCRETE CRUSHED GRAVEL IL SIDEWALK (TYP.) 2 1/2" ASPHALT GRAVEL ( R 4" MINUS CRUSHED PAVEMENT COMPACTIONREQUIIRED) STANDARD ROLLED OR 6" VERTICAL 57' RIGHT-OF-WAY P� B & GUTTER (TYP.) AS PER TVDIrAI CTQF_F-_T QF-rTini\i 12" 6" MINUS PIT RUN NOT TO SCALE 10 o C36 o f ,5,500 42 6,039 INGRESS/EGRESS �, ` 5,496 > EASEMENT INST. NO. 98106235 40 5,617 5,914 10' IDAHO POWER EASEMENT ISNT. NO. 8958920 60' INGRESS/EGRES! EASEMENT INST. NO. 98106235 PLAT LEGEND K PROPOSED FIRE HYDRANT 0-- STREET LIGHT EXISTING CONTOUR RIGHT-OF-WAY LINE LOT LINE GRAVITY IRRIGATION LINE • S SEWER LINE w WATER LINE p' P' PRESSURE IRRIGATION LINE S° STORM DRAIN LINE - ROAD CENTERLINE ROLLED CURB/GUTTER AND SIDEWALK EP EDGE OF PAVEMENT (NEW) EDGE OF PAVEMENT (EXISTING) 2_^ EDGE OF GRAVEL EGR O LOT NUMBER 6,500sf LOT AREA BLOCK 7 BLOCK NUMBER FLOW ARROW W. ASHTON DR. STREET NAME HANDICAP RAMP SURVEY LEGEND FOUND BRASS CAP MONUMENT O FOUND 1/2" IRON PIN 0 SET 5/8" IRON PIN FOUND 5/8" IRON PIN - - - - - - - PROPERTY BOUNDARY LINE - - - - - - SECTION LINE - - - - - - - - BOTTOM OF DITCH 60 0 30 60 SCALE IN 6FOEET 342, \ \ 300' FUTURE HIGHWAY 16 ROW 38,5 P/L 20'-0" P/L 8" THICK CONCRETE 10'-0" 10'-0" RIBBON CURB (2.0' WIDE) 6" - 3/4" MINUS CRUSHED GRAVEL EXTEND GRAVEL AND PIT SLOPE 2.00% SLOPE 2.00% RUN 6" PAST CURB. (TYP.) 2 1/2" ASPHALT EXTEND GRAVEL AND PIT PAVEMENT RUN 6" PAST CURB. (TYP.) STANDARD ROLLED 4" - 3/4" MINUS CRUSHED GRAVEL CURB & GUTTER (TYP.) AS PER 14" - 6" MINUS PIT RUN ACHD SD -702 20' RIGHT-OF-WAY TYPICAL ALLEY SECTION NOT TO SCALE REVISED NO. DATE DESCRIPTION 20190502 a i l ey E n g �S�pNAL FNG �G\STFR�O�ji;0 CIVIL ENGINEERING N�� 4242 N. ID 8371 IDE LANE NBOISE, ID 83714 DRAWN BY: DAB I CHECKED BY: DAVID A. BAILEY P.E.1 PROJECT: 02018-007 11 0 oq�F of A, F--> F=R= L__I NA U 141 A F=R '*I � D A, 8