Loading...
HomeMy WebLinkAboutPZ - North pre plat 6.6.19BAINBRIDGE NORTH SUBDIVISION PRELIMINARY PLAT A PARCEL OF LAND SITUATED IN THE NORTH 1/2 OF SECTION 27, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY., IDAHO N 0 50 100 .200 300 Plan Scale M x N M a N a tD O m M LLI Q 0 - Lu W U C M N LLJg L. Z Y 3 _ W. CHINDEN BLVD HIGHWAY 20/26 121 120 119 118 117 106 107 10$ 109 110 111 1 ,� 104 .............; 103. 102 101 100 99 98 97 s ADJACENT PROPERTY ZONE 10 LOT NUMBER I Lu _Lam AREA OF 8' PLANTER STRIP t � .m�,w..w..�..,,,,,.,....�..m.w .,,.,,,. ,d...n,....:dw�............. 1 (%- EPP 1E:E/pED, 23 24 25 26 27 28 29 30 31 0 50427110200 C -G 8 R - „ 50427110150 C -G. 50427110350 R-40 LEGEND SURVEY CONTROL NOTES 1 ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL (NAVD88) DATUM. INDEX OF DRAWINGS VICINITY MAP: 1"=1,000' BOUNDARY LINE � F,1-��,,� CHINDEN BLVD. - - - -- ► LOT LINE - T- ----- - OFFSITE PROPERTY LINE - - - - SECTION LINE R-8 ADJACENT PROPERTY ZONE 10 LOT NUMBER SURVEY CONTROL NOTES 1 ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL (NAVD88) DATUM. INDEX OF DRAWINGS VICINITY MAP: 1"=1,000' SHEET TITLE � F,1-��,,� CHINDEN BLVD. - - - -- ► R-15 _L1� -- o - LI - MW T T 35.57 ACRES - fm liffi RESIDENTIAL COMMON AREA P-11 L� - _- -- ---- - -- - - - ! - - Tr I Lu _Lam AREA OF 8' PLANTER STRIP t � _ 71 178 SINGLE FAMILY RESIDENTIAL LOTS BAIRBRIDGE RORTH_j SUBDIVISION PRE -PLAT BOUNDARY PRELIMINARY PLAT DATA SITE DATA SHEET TITLE CURRENT ZONING R-15 COMPREHENSIVE PLAN DESIGNATION MED. DENSITY RESIDENTIAL TOTAL AREA OF SITE 35.57 ACRES RESIDENTIAL BUILDABLE LOT AREA 18.38 ACRES RESIDENTIAL COMMON AREA 16.24 ACRES CHINDEN BLVD./HIGHWAY 20/26 ITD ROW 0.95 ACRES AREA OF 8' PLANTER STRIP 1.42 ACRES OVERALL LOT DATA TOTAL LOTS 178 SINGLE FAMILY RESIDENTIAL LOTS 165 COMMON LOTS 13 MINIMUM PROPERTY SIZE 3,760 SQ. FT. AVERAGE PROPERTY SIZE 4,851 SQ. FT. QUALIFIED OPEN SPACE AND DENSITIES (RESIDENTIAL) ACREAGE OF QUALIFIED OPEN SPACE 9.38 ACRES PERCENTAGE OF QUALIFIED OPEN SPACE 26.37% GROSS DENSITY 4.63 UNITS/ACRE NET DENSITY 8.97 UNITS/ACRE SHEET NO. SHEET TITLE PP1.0 COVER SHEET PP1.1 EXISTING CONDITIONS COMMON LOT AREAS PP2.0 LAYOUT PLAN BLOCK LOT # LOT AREA (SF) QUALIFIED OPEN QUALIFIED OPEN SPACE (SF) SPACE (ACRES) PP3.0 CONCEPTUAL ENGINEERING PLAN 1 1 41,583 0 0.00 PP3.1 CONCEPTUAL- ENGINEERING PLAN 1 2 177,590 167,589 3.851 5 1,372 0 0.00 PPL1.0 LANDSCAPE COVER SHEET 1 16 9,766 0 0.00 1 55 283,713 0 0.00 PPL1.1 LANDSCAPE PLAN 1 78 48,564 48,564 1.11 PPL1.2 LANDSCAPE PLAN 1 87 23,369 0 0.00 1 105 12,770 12,770 0.29 PPL1.3 LANDSCAPE PLAN 1 112 44,847 44,847 1.03 1 128 10,057 0 0.00 PPL1.4 LANDSCAPE PLAN 1 133 40,197 40,197 0.92 PPL1.5 LANDSCAPE DETAILS 1 1.48 -154 22,153 0 0.00 1 33,034 33,034 0.76 PLANTER STRIP 61,730 1.42 TOTAL 408,731 9.38 DEVELOPER/OWNER BRIGHTON DEVELOPMENT INC. 2929 W. NAVIGATOR DR., SUITE 400 MERIDIAN, IDAHO 83642 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 NOT FOR CONSTRUCTION \ INV: 255�.8B . .,..,. INV: 2548.3~� ' _~_� -~_Lul\ / LANDSCAPE POND AND MONUMENT \ -~ \ \ \ ~\ | \ `\ La \ ` ~~~ � ` . \ ~ ~^~\ \ | | | \ \ LAJ CC ~~ ~�'�� 2 7~~~_ \ \ ` � | K 547 25�o ~~~� \ \ | � _-,= . ~\ \ \ � \ | ~~~ . _ \ EXISTING GRAVITY \ \ � mJ� ----' \ | -w - CURB AND SIDEWALK TO \ ` |\ BE REMOVED PER ENGINEERING PLANS. "---w� --s 1791� \ ` ` | /� \ ~� GRAVEL ROAD-// ` ( \ B ' ^------ '2548---- / EXISTING GRAVITYIRRIGATION MANHOLE � � \ \ ` \ \ � ` ) \ ` ~ ' \ / / Ul Ln EXISTING GRAVITY IRRIGATION MANHOLE ` \ \ ! `="'' \ � / B / \ Ln/ \ ' | \ / ` \ 2550--__ // O / \ / --- �547 _~~ Luj \ \ ' � � \ \ -~ \ `� l = \ \ \ ! \ ~~~ ` \ | . \ \mem| ' \ EXISTING \ \ GRAVITY~ \ \ \ \ \WANHOLE \ ` \ ' ` \tp \ \ � \ \ \ \ \ \ kp \ \ ' ` \ \ \ \ \ ". ` \ .kp 0 EXISTING GRAVITY IRRIGATION MANHOLE EXISTING SANITARY OPEN GRAVITY ' ABANDON SEWER STUB TO SEWER -- CLEANOUT' MANHOLE PER CITY OF �N REQUIREMENTS 8UPEN Q IRRIGATION D zu�~ ] \ ` ABANDON SEWER STUB TO . __� ' MANHOLE PER CITY OF __ MANHOLEIRRIGATION EXISTING GRAVITY J, acn^nuom mm/o` S.°" � PER CITY OF MERIDIAN25b2 EXISTING GRAVITY ABANDON WATER STUB =-=ER �Y OF MERIDIAN OFF FOR Fu/uxE ),REQUIREMENTS. RR|G/T|ON MANHOLE �\ CONNECTIONREQU|REM' /\ ,..,. AND SIDEWALK_ -^�=-- ~� RE�OVED PER ^«� ��xm//�� �*n//n^/ � NQ PLANS. r~--__�~�zm�� SEWER �MANHOLE / � cn*u"ccn. . � ��� R|M:2551.1 1- � m _ _ � � _ _ � _ _ _ _ _ _ _ � INV |N�2536.QG B" (Nl- � � � � -- — � � � � � � ��~� -- ". -_ ` ' \ --�- '«\n ~~°/ IN, | ~"------�- ~~ | 0 30 60 120 180 Plan Scale ---s------s------n--- SANITARY SEWER UNE w -----'w— WATER LINE —n------o---_--o--- GAS LINE ------oP------np------ OVERHEAD POWER LINE -_----op------np--- GRAVITY IRRIGATION UNE Q SEWERMANHOLE Fp EP Fp EP Ep EPEP256aIIII WATER METER FIRE HYDRANT POWER POLE TOP TepIs2551 POWER BOX 2553Nei2552 EDGE OFPAVEMENT ED ED EDGE OF DIRT —2553 LL=serz TOELn.5521- rn\ CONCRET 15" CMP 40.DITCH 12" GI PIPE DITCH 15" CMPI \ INV: 255�.8B . .,..,. INV: 2548.3~� ' _~_� -~_Lul\ / LANDSCAPE POND AND MONUMENT \ -~ \ \ \ ~\ | \ `\ La \ ` ~~~ � ` . \ ~ ~^~\ \ | | | \ \ LAJ CC ~~ ~�'�� 2 7~~~_ \ \ ` � | K 547 25�o ~~~� \ \ | � _-,= . ~\ \ \ � \ | ~~~ . _ \ EXISTING GRAVITY \ \ � mJ� ----' \ | -w - CURB AND SIDEWALK TO \ ` |\ BE REMOVED PER ENGINEERING PLANS. "---w� --s 1791� \ ` ` | /� \ ~� GRAVEL ROAD-// ` ( \ B ' ^------ '2548---- / EXISTING GRAVITYIRRIGATION MANHOLE � � \ \ ` \ \ � ` ) \ ` ~ ' \ / / Ul Ln EXISTING GRAVITY IRRIGATION MANHOLE ` \ \ ! `="'' \ � / B / \ Ln/ \ ' | \ / ` \ 2550--__ // O / \ / --- �547 _~~ Luj \ \ ' � � \ \ -~ \ `� l = \ \ \ ! \ ~~~ ` \ | . \ \mem| ' \ EXISTING \ \ GRAVITY~ \ \ \ \ \WANHOLE \ ` \ ' ` \tp \ \ � \ \ \ \ \ \ kp \ \ ' ` \ \ \ \ \ ". ` \ .kp 0 EXISTING GRAVITY IRRIGATION MANHOLE EXISTING SANITARY OPEN GRAVITY ' ABANDON SEWER STUB TO SEWER -- CLEANOUT' MANHOLE PER CITY OF �N REQUIREMENTS 8UPEN Q IRRIGATION D zu�~ ] \ ` ABANDON SEWER STUB TO . __� ' MANHOLE PER CITY OF __ MANHOLEIRRIGATION EXISTING GRAVITY J, acn^nuom mm/o` S.°" � PER CITY OF MERIDIAN25b2 EXISTING GRAVITY ABANDON WATER STUB =-=ER �Y OF MERIDIAN OFF FOR Fu/uxE ),REQUIREMENTS. RR|G/T|ON MANHOLE �\ CONNECTIONREQU|REM' /\ ,..,. AND SIDEWALK_ -^�=-- ~� RE�OVED PER ^«� ��xm//�� �*n//n^/ � NQ PLANS. r~--__�~�zm�� SEWER �MANHOLE / � cn*u"ccn. . � ��� R|M:2551.1 1- � m _ _ � � _ _ � _ _ _ _ _ _ _ � INV |N�2536.QG B" (Nl- � � � � -- — � � � � � � ��~� -- ". -_ ` ' \ --�- '«\n ~~°/ IN, | ~"------�- ~~ | 0 30 60 120 180 Plan Scale ---s------s------n--- SANITARY SEWER UNE w -----'w— WATER LINE —n------o---_--o--- GAS LINE ------oP------np------ OVERHEAD POWER LINE -_----op------np--- GRAVITY IRRIGATION UNE Q SEWERMANHOLE ''' WATER VALVE WATER METER FIRE HYDRANT POWER POLE O8 POWER BOX ------cP------sp------ EDGE OFPAVEMENT ED ED EDGE OF DIRT PRELIMINARY NOT FOR CONSTRUCTION BAINBRIDGE NORTH SUBDIVISION EXISTING CONDITIONS MERIDIAN, IDAHO REVISIONS NO. ITEM DATE yz33WEST STATE STREET BOISE, IDAHO as7z4 PHONE (208) e39'693e FAX (2O8)e3g-6saO DATE: 6/6/19 PROJECT: 17-145 SHEET NO. ppi-i • , „ � W. CHINDEN BLVD/ HIGHWAY 26 N00 42 25 E 30.00'---\ S89.17'35"E 1386.10' Lu p oc z • Iro.0 &t-0.0 4FO.0 'tt3.0 4ti.0 48.0" 48.0' 48.0' 53.0' ;,O % 16 , 25.9, 25.9 �� Z 0 100 0 d0 ' 99 0 dt 9$ 0 0 d - 97 4 o 4,270 SF 0o 3,760 SF (0 r7 0) 3,760 SF �0 3,760 SF 9,766 SF 39.5' 40.0' 40.0 40.0' 40.0' 39.5' 00 3,760 SF 0 0) 5,264 SF •5' 3,811 SF 0 0 O LO 24 "0 25 0O � 26 LO 27 0 ori 28 �n 29 (7 7 ao �8 0 6,107 SF 0 10 LO 11 0 0 12 0 Ln 13 08 ori o ori 15 `- 5,694 SF N 0 r 5,553 SF `- 5,685 SF r 5,520 SF '- 5,520 SF `- 5,520 SF 5,520 SF `- 5,520 SF `- 5,520 SF `` 6,107 SF ;� PO co i� 17 `- 10 542 SF 48.0' 11.9 48.0' 48.0' 48.0' 13.1 ' 000 18 N 19 N 20 N 21 22 00 `- O O r O O 26 0' 2.7' 6183 SF r 4,879 SF 51040 SF 5,040 SF 4,879 SF 6,183 SF 48.3' 36.3 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 33.9' 19,2' 53.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' LO o .4-t 102 0 �t 101 0 100 0 d0 ' 99 0 dt 9$ 0 0 d - 97 4 o 4,270 SF 0o 3,760 SF (0 r7 0) 3,760 SF �0 3,760 SF 0 3,760 SF 00 3,760 SF 0 0) 5,264 SF •5' 3,811 SF 3,791 SF 0 5,406 SF �� 23 O LO 24 "0 25 0O � 26 LO 27 0 ori 28 �n 29 0 �i 30 N 0 LO o "- 0 6,107 SF `- 5,520 SF 5,520 SF `- 5,520 SF `- 5,520 SF `- 5,520 SF `- 5,520 SF `- 5,694 SF r 40.0' 40.0' 41.7' 38.4' 0 ' C8 649.43' u .:175..4'✓ ✓ ., 26.5' 11'32'52" 6,015 SF 19.2' 33.9' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 13.1 ' 26 0' ✓ 84.9' 0 16.5' 582' 582 16.5' 2.5' ��'y 77.3' 372 SF 1, 34.4' icy 4.4 40.5' 40.1' 40.1' 40.5' 4.4' 40.3, 11 o 33.5' `� � 20.1 ' 00 ✓ hh 32 24.1 `r 5,033 SF ✓ � � 25.9' 25.9' 25.9 15.1 23.2' 35.3' 43.7' 40.0' 40.0' 40.0' 40.0' 40.0' 40.0' 39.5' W. SILVER RIVER LN. 20.1' 90.0' 6,253 SF 29 0, 41.5' 40.0' 40.0' 40.0' 40.0' 40.0' 40.0' 41.5' ✓ U 110.0' 29.0 N 18.4' 33 o 74.9' 74.9' M 5,238 SF 0 86 0 0 0 0 0 0 N „ � ; 0 0 rn rn 0 a, rn in _ " 140 141 142 d 143 d° 144 d 145 d 146 do 147 110.0' ✓ 5,930 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 5,206 SF +� 139 r; °� °' °' `n 6,450 SF (0 Qi O 0 o6 122 i� 5,394 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 5,394 SF 0 0 5,774 SF 5,774 SF o6 34 5,280 SF 68.7' 40.0' 40.0' 40.0' 40.0' 40.0' 40.0' 56.0' 94'0' 94'0' 58.0' 40.0' 40.0' 40.0' 40.0' 40.0' 40.0' ' 1)g•4► �, 58.0 ' 1 10.0' 44.0' 0 138 0 0 123 0 44.0' 36.9' 7.1 N '---• 2.7' � 44.0' ., It 0 0 0 0 0 0" 35 ` W- gROApgE 26.7' 64.8' 40.0' 40.0' 40.0' 40.0' �� 66.0' 3,760 SF 3,760 SF 66.0' 38.0' 40.0' 40.0' 40.0' 56.0' , NT LN. 5,280 SF R28 88 0 0 94.0' 94.0' 0 ' o o 137 o 178 �`L, v/ o 0 0 0 0 5,096 SF 56 a o 0 124 0 56'co 0 28' 1 10.0 121 120 t 119 4 118 � 117 d 00 `f d 5,566 SF o 0 0 0 0 0) a, N 3,760 SF 20 3,760 SF r i ,,� 153 �t 152 4 151 4 150 � 149 0 0 0 0036 0 25.1' 6,573 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 94.0' 94,0' M 0 °' °� °� °' 14- 00) 56 0 94.0 94.0 4,228 SF 3,760 SF 3,760 SF 3,760 SF 5,264 SF 5,280 SF 123.9 . PO 0 0 0 0 0 0 �LO " ✓ 00 0 89 6 0 136 p o 125 0 y o 0 00 110.0' 4.3 75.0' 40.0' 40.0' 40.0' 40.0' 3,760 SF 3,760 SF 3,760 SF `� 0 177 3,760 SF 45.0 40.0 40.0 40.0 56.0 0 0 11 p,1• ''- ✓ ✓ 20 128 w 94.0' 94.0' 10,057 SF 94.0' o6 37 00 ✓ " o 77 , o 0 0 0 94.0' „ w ✓ o , 0 0 20 „ „ o Z " ✓ ✓ 90 •% � 5,280 SF % 70 SF 0° --' 94.0 0 06 6 135 0 0 126 0 0 0 , 5�5 d Q 0 0 3,760 SF 3,760 SF d- d- d- 0 176 0 94.0 ✓ , 116 3,760 SF d- o 1 10.0 1 ✓ ✓ o 't 3,760 SF 148 o " 10 0 w „ w 4,230 SF 94.0 94.0' 94.0' o 155 co o " 0 O 4 4 0 0 0 94.0 22,153 SF 4,230 SF % o6 38 " 06 p 91 N N pp 76 0 m ✓ 94.0 d o o ``� '`� 0 " „ V z 5,280 SF , U Cd Z / r 3,760 SF 0 134 R281 127 0 175 0 y 5,280 SF o o cn o 28 , o o �t o d 94.0 „ Q N o 115 0 5,472 SF 44.0 3,760 SF % _ - N , V 00d .t- 94.0 5,472 SF 156 0 o w 1 10.0 1 , 3 760 SF o O 10.0' S6' 112 v, " �? o Z 66.0' 66.0' Z 94.0' 154 ✓ d U 0 0 " 0 92 - 4 230 SF 44,847 SF 4 94.0 d- oo 6 _ 44.0' 0 It 174 33,034 SF > o6 39 c6 M d 75 0 " 0 3,760 SF U `b o O 6 0 o Z 5,280 SF " d- ao 0 114 0 , Q �� N j 3,760 SF 94.0' ✓ ' N o. N 5,280 SF d N d d- 94.0 Z 62.0' 42.0' 42.0' 62.0' Z 0 0 % 110.0' ✓ ✓ 3,760 SF w _ _ ✓ ✓ 0 0 W Q 94.0 ori 157 ✓ o 0.0' " 94.0' 0 93 p m 0 0 d- ¢ , o " N cv d d 0 173 4,230 SF 40 (n � ✓ ., "0 3,760 SF Z z d- � „ � , � � O oo 0 d 0 74 N % " " LO 113 ori 94.0' 132 v 131 0 130 0 129 0 3,760 SF ✓ 94.0' „ 5,280 SF 5 732 SF 0l� ✓ ✓ U N . " 4,230 SF 0 0 0 0 0 0 0 0 o rn 5,580 SF 3,780 SF 3,780 SF 5 580 SF 94'Q 110.0' M v V % y y 56.0' N a? % 94 ' 172 " 45.0' 40.0' 40.0' 40.0' 110.0' 0 _ w 94.0 , 87 3,760 SF o 0 1n 0 0 ✓ % ., v d- � 41 � 3,760 SF 6" ' � , 23,369 SF 94.0' 62.0' 42.0' 42.0' 62.0' 00 5,280 SF 0 55.8 40.0 40.0 40.0 40.0 40.0 94 0' V v V ✓ 73 ✓ 0 0 95 00• V✓ v% o ✓ 0 0 0 0 d o d ,� M 158 0 159 160 161 �t 162 110.0' " 6,193 SF " 00 3,760 SF ✓ ti, ,� vi o 0 0 0 0 4,228 SF. 3 760 SF 3 760 SF 3 760 SF 5,264 SF U rn o 0 0 ,A 0 0 V ✓ 171 106 109 110 111 o v v " ✓ " 5,566 SF o6 o6 110.0' o_ 0 107 108 o o 94.0 t° Mcg• 0° 42 , 66 SF 7.1 5,280 SF 00 4,736 SF 3,760 SF 3,760 SF 3,760 SF 31760 SF 3,760 SF " N u 0 66.0 , LO rn 72 ✓ �2� 96 ✓ �ZB 38.0' 40.0' 40.0' 40.0 56.0 ' o 5,096 SF % . 36.9' 0 1 10.0 6,193 SF 39.1' 40.0' 40.0' 40.0' 40.0' 40.0' 66.0' "0 N 0 0 o '426, : � „ crMo 58.0 40.0 40.0 40.0 40.0 40.0' 40.0' 58.0' 43 , N 44.0' 44.0 rri 133 5,280 SF „ o 0) ' 71 6,193 SF 70 ntS` 6,193 SF 1 76.7' 40.0' 40.0' 40.0' 40.0' 40.0' 40.0' 56.0' � � 104 'd'� o d 103 o .4-t 102 0 �t 101 0 100 0 d0 ' 99 0 dt 9$ 0 0 d - 97 4 o 4,270 SF 0o 3,760 SF 0o 3,760 SF 0) 3,760 SF �0 3,760 SF 0 3,760 SF 00 3,760 SF 0 0) 5,264 SF •5' 3,811 SF 3,791 SF 0 5,406 SF 00 It 5,280 SF 43'35'58" S57'31'13"E 234.33' „1 9.4' ,% ✓ ✓ „ " 657.03' 40.0' 40.0' 40.0' 40.0' 1 40.0' 1 40.0' 1 56.0' COVE �N. 4.2' L" 23.7' 1 10.0' ✓ o ' Amo, % v 29.8' W ' S 25.5' 13.2 4.4' 24.8' 0 / -, 6,193 SF w 105 % 1.0 27.0' Q 46 ao ., 6Q op ✓12,770 SF 51 21.4' 34.8' 43.6' 48.0' 48.0' 48.0' 48.0' 23.7' �� 6,035 SF 250.8' ✓ " 51.9' y % 15 ' .8' , �. 68 80 48.0 N 109.1 ✓ ✓ at 6,193 SF 64• 7.0 N 48 25 3' S5 ✓ 2 0 0 0 0 0 0 0 0 N 47 d' `` 2 283,713 SF 54 ori 53 ori 52 ori 51 �i 50 �i 49 48 0 0 " ✓ " i Rs, 67 48.0 0 „ V � O � O � o �� � O � O � � 5,665 SF O 80 o � ,% 5,520 SF 5,520 SF 5,520 SF 5,520 SF 5,520 SF 5,520 SF 5,554 SF 0 „ ✓ 6,193 SF p , 25.3 22 &58 0 57 5,447 SF k 81' moo. 48 0, 48.0' 48.0 o w 5,285 SF 0 6,183 SF 0 oo s a. .6" 6, p• 193 SF 60 5,280 SF , , , , 0 0 46.1 48.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 s`� ✓ " o o -> 61 0- 5 280 SF q.8.1 � � " , ✓ � , , � � � � a 6,193 SF ., 64 0 0 0 2, % % ✓ ,/ „ , ✓ .. ✓ .. ✓ , w 64 0 0 63 0 62 05,762 SF 48• ✓ ✓ ✓ " ✓ 78 ; 6,193 SF 6,193 SF 25 3 " . / N " . ✓ , 6,193 SF 2 . >► 5' 4 ✓ ✓ o . . 27.5 `w CQ 48,564 SF 64 48,0 " „ S86 42 00 W Y " , ✓ •6' C 1 ✓2 64.6' 34' W. LOST RAPIDS DR. r 64.6' 64.6, l ✓ y ' MN;791% ✓ , 1, . Ma 9.24 C3" _.._ LEGEND 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 PRELIMINARY PLAT NOTES 0 30 60 120 180 "m% m moni Plan Scale 1. 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 AS MODIFIED BY THE APPROVED PUD. 2. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 3. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. 4. 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. 5. RESTRICTIVE COVENANTS AND CONDITIONS RECORDED IN CONJUNCTION WITH THE FINAL PLAT WILL BE IN EFFECT FOR THIS SUBDIVISION. 6. DIRECT LOT ACCESS TO W. CHINDEN BOULEVARD, N. TREE FARM WAY, AND W. LOST RAPIDS DRIVE IS PROHIBITED. 7. LOT 1 OF BLOCK 1 IS RESERVED FOR RIGHT-OF-WAY ACQUISITION 8. ALL ALLEYS AND PRIVATE ROADS (NOT SHARED DRIVEWAYS) ARE SUBJECT TO A BLANKET UTILITY EASEMENT FOR THE CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS AND EGRESS OVER SAID LOTS AND SAID PERPETUAL EASEMENT SHALL RUN WITH THE LAND. SAID LOTS ARE PRIVATE STREETS OR ALLEYS AND MAINTENANCE FOR SAID LOTS IS AS PROVIDED FOR IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE STREETS AND ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. THE PRIVATE STREETS AND ALLEYS SHALL MEET THE MERIDIAN CITY CODE 11-3F. 9. COMMON LOT 5, BLOCK 1 ARE SUBJECT TO A BLANKET EASEMENT FOR COMMON DRIVES TO PROVIDE ACCESS FOR LOTS 6-7, BLOCK 1 RESPECTIVELY. SAID COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. 10. LOTS 2, 5, 16, 55, 78, 87, 105, 112, 128, 133, 148, 154, BLOCK 1 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 11. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH FINAL PLAT. CURVE TABLE 40,197 SF �� " ' 00 RADIUS LENGTH DELTA CHORD BRG LO 110.0' , 549,77' 22' 14'51 " 00 170 " 169 168 167 166 165 164 d 163 � rn 00 44 0 188.03' C3 375.50' / ✓ 5,622 SF 3,890 SF 3,870 SF 3,850 SF 3,831 SF 3,811 SF 3,791 SF 0 5,406 SF 00 It 5,280 SF 43'35'58" S57'31'13"E 234.33' „1 9.4' ,% ✓ ✓ „ " 657.03' 277.77' 24' 1323" S23'36'32"E 25.7' 5.5 110.0' 335.50' 74.56' 12'44'01 " ✓ ✓ 31.6' 40.0' 40.0' 40.0' 40.0' 40.0' 40.0' 41.7' 38.4' 0 ' C8 649.43' u .:175..4'✓ ✓ ., 26.5' 11'32'52" S6'30'47"W 130.67' C9 F22.10' 45 06 d 11.5 5,427 SF 8'00'02" N4'25'36"E 268.18' . 24 3' 26 0' ✓ COVE �N. 4.2' L" 23.7' 1 10.0' ✓ o ' Amo, % v 29.8' W ' S 25.5' 13.2 4.4' 24.8' 0 / -, 6,193 SF w 105 % 1.0 27.0' Q 46 ao ., 6Q op ✓12,770 SF 51 21.4' 34.8' 43.6' 48.0' 48.0' 48.0' 48.0' 23.7' �� 6,035 SF 250.8' ✓ " 51.9' y % 15 ' .8' , �. 68 80 48.0 N 109.1 ✓ ✓ at 6,193 SF 64• 7.0 N 48 25 3' S5 ✓ 2 0 0 0 0 0 0 0 0 N 47 d' `` 2 283,713 SF 54 ori 53 ori 52 ori 51 �i 50 �i 49 48 0 0 " ✓ " i Rs, 67 48.0 0 „ V � O � O � o �� � O � O � � 5,665 SF O 80 o � ,% 5,520 SF 5,520 SF 5,520 SF 5,520 SF 5,520 SF 5,520 SF 5,554 SF 0 „ ✓ 6,193 SF p , 25.3 22 &58 0 57 5,447 SF k 81' moo. 48 0, 48.0' 48.0 o w 5,285 SF 0 6,183 SF 0 oo s a. .6" 6, p• 193 SF 60 5,280 SF , , , , 0 0 46.1 48.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 s`� ✓ " o o -> 61 0- 5 280 SF q.8.1 � � " , ✓ � , , � � � � a 6,193 SF ., 64 0 0 0 2, % % ✓ ,/ „ , ✓ .. ✓ .. ✓ , w 64 0 0 63 0 62 05,762 SF 48• ✓ ✓ ✓ " ✓ 78 ; 6,193 SF 6,193 SF 25 3 " . / N " . ✓ , 6,193 SF 2 . >► 5' 4 ✓ ✓ o . . 27.5 `w CQ 48,564 SF 64 48,0 " „ S86 42 00 W Y " , ✓ •6' C 1 ✓2 64.6' 34' W. LOST RAPIDS DR. r 64.6' 64.6, l ✓ y ' MN;791% ✓ , 1, . Ma 9.24 C3" _.._ LEGEND 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 PRELIMINARY PLAT NOTES 0 30 60 120 180 "m% m moni Plan Scale 1. 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 AS MODIFIED BY THE APPROVED PUD. 2. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 3. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. 4. 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. 5. RESTRICTIVE COVENANTS AND CONDITIONS RECORDED IN CONJUNCTION WITH THE FINAL PLAT WILL BE IN EFFECT FOR THIS SUBDIVISION. 6. DIRECT LOT ACCESS TO W. CHINDEN BOULEVARD, N. TREE FARM WAY, AND W. LOST RAPIDS DRIVE IS PROHIBITED. 7. LOT 1 OF BLOCK 1 IS RESERVED FOR RIGHT-OF-WAY ACQUISITION 8. ALL ALLEYS AND PRIVATE ROADS (NOT SHARED DRIVEWAYS) ARE SUBJECT TO A BLANKET UTILITY EASEMENT FOR THE CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS AND EGRESS OVER SAID LOTS AND SAID PERPETUAL EASEMENT SHALL RUN WITH THE LAND. SAID LOTS ARE PRIVATE STREETS OR ALLEYS AND MAINTENANCE FOR SAID LOTS IS AS PROVIDED FOR IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE STREETS AND ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. THE PRIVATE STREETS AND ALLEYS SHALL MEET THE MERIDIAN CITY CODE 11-3F. 9. COMMON LOT 5, BLOCK 1 ARE SUBJECT TO A BLANKET EASEMENT FOR COMMON DRIVES TO PROVIDE ACCESS FOR LOTS 6-7, BLOCK 1 RESPECTIVELY. SAID COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. 10. LOTS 2, 5, 16, 55, 78, 87, 105, 112, 128, 133, 148, 154, BLOCK 1 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 11. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH FINAL PLAT. CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD Cl 1415.87' 549,77' 22' 14'51 " N81 *39'07"W 546.33' C2 1104.50' 188.25' 9'45'56" S79'42'58"W 188.03' C3 375.50' 167.50' 25'33'26" N87'36'43"E 166.11' C4 315.50' 240.08' 43'35'58" S57'31'13"E 234.33' C5 657.03' 277.77' 24' 1323" S23'36'32"E 275.71' C6 335.50' 74.56' 12'44'01 " S5'07'50"E 74.41' C7 7514.50' 65.23' 0'29'50" N0'59' 15"E 65.23' C8 649.43' 130.89' 11'32'52" S6'30'47"W 130.67' C9 F22.10' 268.39' 8'00'02" N4'25'36"E 268.18' PRELIMINARY NOT FOR CONSTRUCTION J Lo m X N M U a 0 m m L" Q H O a a w U O 0) 0 to t g W V) Z Y Z J U' 56' RIGHT-OF-WAY 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER -14.5' TBC -TBC 14.5' TBC -TBC 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING 'u, o...,., �.. �.:.. ..:;: ,:'. cr: .: 'n..:.. .:..:.%. 3. � '�'<.;W'..•'2"4: /•'w+"yir a\7 u w ^S' ♦' :, :ea. :.. H. .,, .,+. J' +. / , w .,:. ,.. '.�:w., .:� & J a%, .4:. ,4,. Yy(<' 4' `: F ,,.✓^. ✓xkrr . '+✓ N / l ! 'rw z t k ,,:ray :„'°�^� sy •'r \ \\\ xy 1' LANDING, \:.'` 3 ROLLED CURB 6 VERTICAL CURB ASPHALT PAVEMENT AND GUTTER. AND GUTTER. COMPACTED SUBGRADE 3/4" -MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE TYPICAL LOCAL STREET SECTION W. SUNNY COVE LN./N. BOLSENA LN./W. SILVER RIVER LN./N. VICENZA LN. SCALE: NTS 56' RIGHT-OF-WAY 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 14.5' TBC -TBC 14.5' TBC -TBC -�--8' PLANTER 5' SIDEWALK SLOPE TO EXISTING ,`� \ .♦ /f �! / �+ ,x/ a, V`'�'y s � k.3' •��✓ 'sr��.:,s�£.w� A ��,. •i.„ry � : s4 �'�s..,,,� �, ?� s., f 3� < ,:.� �s,,,,l �..r . � ,.,-f'"�r.,• \ ' \ \ \ ` � '\ \ ' � �'. \ . � 1' LANDING, TYP. ` 6" VERTICAL CURB ASPHALT PAVEMENT ® AND GUTTER, TYP. COMPACTED SUBGRADE 3/4" -MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE TYPICAL LOCAL STREET SECTION N. BERNACCHI LN./N. SAN VITO LN. ..) SCALE: NTS 81' RIGHT-OF-WAY 0.5' -�- 5' SIDEWALK 8' PLANTER 21' TBC -TBC 12' MEDIAN 21' TBC -TBC 8' PLANTER 5' SIDEWALK 3;1 MAX. 3:1 MAX. SLOPE TO SLOPE TO EXISTING EXISTING ' f/ r w ( 5 r „ . ...„ :.,.%... ..... . ..:. ,.'•: :: w tea, .. ¢,. .r•r,. « .y. �% „�' , J f f` / , / / / 1 / ` J / / s' •. �a s{' / x '� k / � s � � .. .,fib" . ♦ \ 'ES 34'n r Y .r' � f "•' / "akr .. ¢�' w / l tr r Y�Yr'.✓1'9f"lc ` \\ .. f. „ '�( ? ,,, "% w' ? u „E. \ � `♦\'\ .;,,,,'A"'.un*.A' ,w/.,,..p .tiwf °r6�' ,'.. .Q , a+.. A'�� w..'¢'M.r � ,Nf 2 p ,,.N .+�. ""✓ :",h' i:"� 9 / 1 LANDING,\\ '•,., +.. \\ \\/ \�j ` \\ (\ \� ., \ \,. \, \� \ ��` \ \ `� \\ \,.\ \\ \\ \\ \� ,♦,.��\; ,..,. .,. r 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. 3/4" -MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 6" MINUS PIT -RUN SUBBASE TYPICAL LOCAL STREET W/ MEDIAN SECTION W. BROADBENT LN./N. SAN VITO LN. SCALE: NTS P/L P/L 20' CONCRETE PAVEMENT -Z 3/4" -MINUS CRUSHED AGGREGATE BASE TYPICAL ALLEY (PRIVATE) NTS PRELIMINARY NOT FOR CONSTRUCTION