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Pre-plat (2) Revised
VICINITY MAP : 1"=11000' PRELIMINARY PLAT SHOWING E.LAKE HAZEL RD. APEX CADENCE SUBDIVISION PRE-PLAT BOUNDARY-\ E.TOWER ST. A PARCEL OF LAND SITUATED IN A PORTION OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO S1406131700 51406131205 D I ~ BRUNO II MURGOITIO CREDIT TRUST I \ o L2 L3{ — — W o 0 vi - - - - L1 - - - - - -N00°20'23"W 66.00'— - - - - - - E �� - - — - - - - - — - - - — — — — — — — — — 0 v~i « « BLOCK 2 0 N00°02'06"W 144.78' t t 0 100 200 300 E 9« O O O O O O O 1 w J Plan Scale: 1" = 100' a « Lu t M - I v E t ���t t• « to«�0 S1406110451 0f . S. HAWKS PERCH AVE. E Eon «276 , DWT INVESTMENTS LLC ' E � /' ��oQf✓4`EEftfEft:EfEftEEEEE BLOCK 1 «EEO«�t ,i' E E E E m 267 268 269 270 271 272 273 274 275 E t E O I 65, �g « t t t t t t E E«E t 266« « `oq.E r®p ESQ E ETPa� O"� 2$� E loyE, 'j v« / « NON-CADENCE t fi t tTo t rop��N10°25,1p„E I 1a°56 Z«j�E t cat ioE�oPE �/ t f E E 88 p E T4e �E�`;.D P26N . ,CADENCE P Tt7«0�-.=��t t �O ro TO � 5: E �Q IdEE �`�'t « OP �O�p « r0 «t t - �E TOPE AO O76 77 78 79 O O O O O O O 87 « E t t.t« ram = q4P`.l o47. .. . « T©E E �E���«� O O T�OR � �ETOPE«- E T© QiE E DNS E` Ef' 89 s•..t.«E t E «E �rb6 �f��«TOPTOP Ems« ?OP« « E �EP'��' INDEX OF DRAWINGS F E E - -� « E« E r .E•. E t IE«E« 257 ` 259 262 E E -t 75 90 ,E 4 t E« £ E' 256 E«E O. SHEET NO. SHEET TITLE �� S. OWL SUMMIT LN. PRIVATE 91 « E e • O O �' ' PP1.0 COVER SHEET 74E 94 92 93 243 PP1.1 EXISTING CONDITIONS 73 142 122 121E O 244 253 > O 252 PP2.0 PLAT LAYOUT PLAN 141 123 120 245 246 247 « BLOCK 1 251 J 264 O O O 96 248 249 , 250 O El O S1406110016 PP2.1 PLAT LAYOUT PLAN 72 119 O QRwP� 221« SCS INVESTMENTS LLC PP3.0 PRELIMINARY ENGINEERING PLAN 140 124 O ���N 2 (C-C) 71 ` ' 97 BLOCK 1 S. oIN�SUM S�MM 65 m m PP3.1 PRELIMINARY ENGINEERING PLAN O 139 125 > 118 104 O 98 E« M'T LN (PRIV 5•Q�\' PP3.2 PRELIMINARY ENGINEERING PLAN N 233 ATE 222 PP3.3 PRELIMINARY ENGINEERING PLAN w Oil 1 126 z 117 « 234 PP3.4 PRELIMINARY ENGINEERING PLAN S1406417700 p S. ASPIRATION LN. (PRIVATE) 132 w t` 99 100 101 235 236 237 171 S. ASPIRATION LN. (PRIVATE) L& G M U RGOITIO LLC 0 137 127 116 O 238 239 240 211 212 213 214 215 216 217 218 219 220 O o m PP3.5 PRELIMINARY ENGINEERING PLAN N , • O 241 ou PP3.6 PRELIMINARY ENGINEERING PLAN p 115 .�t a0 E 136 128 Z E« �. ..tnE. .�4� f•y•" E O O 232 E 17 Q 210 :,' 0« < BL K 1 PP .0 PRELIMINARY N P N 242 OC w L1PLAT LANDSCAPE E COVER . t t t t t ,. .. N ~ 231 O PPL2.0 PRELIMINARY PLAT LANDCAPE PLANElf ( 0 34 Q 135 129 LLi Q 230 169 N «« O O O O 229 O : E«E a OOO OOOOO O 228 226 OOOOOOOO w PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN 114 113 112 111 110 109 108 107 106 105 227 O 209 208 207 206 205 204 203 202 201 200 199 198 E t 134 130 225 Q O) PPL4.0 PRELIMINARY PLAT FENCE PLAN 33 z z 224 ,,, ? 16s 00 N= Q E f t w 133E 131 z 223 Q O > IN vr -AN 0 > E Z �o w EEE 32 Q S. FALCON EYE LN. (PRIVATE) m t BLOCK 1 « a S. FALCON EYE LN. (PRIVATE) J 167 2 «« 31 w w O w •:.t F' 166 �� «E E« E. E« E ..oE •t�t;•. E N E � E 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 '�' E E E LLi 186 187 188 189 190 191 192 193 194 195 196 197 w 30 165 PRELIMINARY PLAT DATA E« .,• E E • 4 BL K 1 1 85 - 2 OC NON CADENCE RESIDENTIAL AREA 5 a'BLOCK 1 0 29 OCK 164 0 O SITE DATA m1A Al CURRENT ZONING R-8 I PROPOSED ZONING R-15 28 S. MOUNTAIN JAY LN. (PRIVATE) 173 COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 184 183 182 181 180 179 178 177 176 175 174 163 BUILDABLE LOT AREA 2.656 ACRES �� 4 E S1406110110 E E COMMON LOT AREA 0.883 ACRES 27 «E 143 162 MURGOITIO RIGHT—OF—WAY AREA 1.853 ACRES REVOCABLE TRUST TOTAL AREA 5.392 ACRES '_ S. WARBLER NEST LN. (PRIVATE) w 2 �`.� �: S. WARBLER NEST LN. (PRIVATE) ABLE) OVERALL LOT DATA 08 RESIDENTIAL LOTS 16 0 ,t 23 O > O t I'••° O COMMON LOTS — LANDSCAPE 4 ;.J TOTAL LOTS 20 25 i BLOCK 1 � .:^ O z 145 147 BLOCK 1 158 160 ' •'1 22 21 20 19 18 17 16 15 14 13 12 11 10 � j;.� } ,EiE E 149 150 151 152 153 154 155 156 157 MINIMUM PROPERTY SIZE 6,600 SQ. FT. AVERAGE PROPERTY SIZE 7,233 SQ. FT. "' t m 24 Oj (D 146 ;EI 159 1 d3 DENSITY Z / m a� Q�—EP GROSS DENSITY 2.782 UNITS/ACRE E g LLi '�E E NET DENSITY 5.646 UNITS ACRE 148EE f•F E E+E E'E aft tµt tft EFE EEE EF EwE EFE ESE..E E E E E E E E E E E E E E E E E E E E E E E E / '•'e t t t t t t t E t t t t« E E E E E t t t t t t ..•. •' .t.••.' t•..4••4. •t: "i• ti i e '.t «•...♦• f t. •'. •' t t t t CADENCE RESIDENTIAL AREA _ — — — — — — — — CEP EP EP EP EP EP EP SITE DATA S00004'35"E 1925.14'—S. LOCUST GROVE RD. CURRENT ZONING R-8 "' t`' tu PROPOSED ZONING R-15 ����� M a R W R W R W R W R W R W R W R W R W IIIII R W R W R W R W R W R W R W ���III� COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL, MIXED USE COMMUNITY N � } LINE TABLE � � N' LINE BEARING DISTANCE BUILDABLE LOT AREA 22.705 ACRES w FUTURE APEX � I w ' COMMON LOT AREA 20.664 ACRES m I APEX SOUTHEAST APEX SOUTHEAST APEX SOUTHEAST L1 N00°43'55"W 62.52' RIGHT-OF-WAY AREA 2.737 ACRES SOUTHEAST _ SUBDIVISION No. 1 0 SUBDIVISION No. 1 L2 N87°34'26"W 13.49' 0 SUBDIVISION No. 2 Z TOTAL AREA 46.106 ACRES SUBDIVISION No. 3 m (R-8) (R-8) (C-C) OVERALL LOT DATA > (R-8) w I L3 N00°02'06"W 66.73' z N RESIDENTIAL LOTS 212 LLi O COMMON LOTS — LANDSCAPE 37 L4 N78°25'55"E 161.21' COMMON LOTS — ALLEY 6 I I` COMMON LOTS — SHARED DRIVEWAY 6 L5 N54°55'20"E 74.17' U COMMON LOTS — PRIVATE STREET 4 TOTAL LOTS 265 L6 N31°51'12"E 92.01' a MINIMUM PROPERTY SIZE 3,738 SQ. FT. L7 N05°26'52"W 106.26' AVERAGE PROPERTY SIZE 4,665 SQ. FT. L8 N32°08;38EEW 91.83'DENSITY z GROSS DENSITY 4.598 UNITS/ACRE L9 N61°32 57 W 104.61 O 3 NET DENSITY 9.337 UNITS/ACRE L10 N74°59'05"W 44.02' u w z Y Z OVERALL SITE g PARCEL NUMBER S1 4061 1 0350 LEGEND DEVELOPER/OWNER APEX CADENCE SUBDIVISION TONAL f 0 o SITE ADDRESS 6575 S. LOCUST GROVE RD. BRIGHTON DEVELOPMENT INC. MERIDIAN I D oQ�S oc,ENS NG� — — BOUNDARY LINE 2929 W. NAVIGATOR DR., SUITE 400 1 F o MERIDIAN, ID 83642 MERIDIAN, IDAHO 83642 O — — OFFSITE PROPERTY LINE PHONE: (208) 378-4000 COVER SHEET z SITE DATA CONTACT: JON WARDLE 168 ' TOTAL SITE AREA 51.498 ACRES LOT LINE EMAIL: jwardle@brightoncorp.com REVISIONS ,r 11/19 25 0 < �9 ENGINEERING OVERALL LOT DATA — — — SECTION LINE �� lF OF \;' 5725 NORTH DISCOVERY WAY d NO. ITEM DATE F RESIDENTIAL LOTS 228 ENGINEER/SURVEYOR '�'�/ NS BOISE, IDAHO83713 w COMMON LOTS - LANDSCAPE 41 R-g PROPERTY ZONE REVISED PLANS PER CLIENT 11/19/25 N C• Y' PHONE(208)639-6939 w COMMON LOTS — ALLEY 6 SURVEY CONTROL NOTES KM ENGINEERING kmengllp.com z tz COMMON LOTS — SHARED DRIVEWAY 6 10 LOT NUMBER 5725 NORTH DISCOVERY WAY _ E COMMON LOTS — PRIVATE STREET 4 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE BOISE, IDAHO 83713 DATE: NOVEMBER 2025 o PHONE: (208) 639-6939 TOTAL LOTS 285 COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL CONTACT: LACHLIN KINSELLA, P.E. PROJECT: 24108 COMMON LOT (LANDSCAPE) NAVD88 DATUM. ( ) EMAIL: Ikinsella@kmengllp.com SHEET NO. Lu REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. PP1.0Or- 0 80 160 240 Plan Scale: 1" = 80' S1406131700 S1406131205 I S1406120601 xm BRUNO MURGOITIO CREDIT TRUST I DISCOVERYSPOKANE LLC— — — — — — — — — — — — — — — — — — — — — — — — \ \ — - - - - - - - - -2738 2737 6 1 -' J rn o as � N ,II 735: — / 73 �sr' 7 �' N � I I I � 10, �I� olll 51406110451 i 0 DWT INVESTMENTS LLC 7 �2 �/ \ I \ , r/30 PRIVATE ROAD EASEMENT �o \' \\ z I � � I PER IN T. No. 97103342 m 2737. \\\ o o w to m Qf Top rOPlu- N — — I \ ` W \\` �roP = R�SON CAN—°�� —_ To�� � j� j/ 4 / 0 1 _= _��_ TOP T �� L II TOP r0�_T0 —�T� ��_ �—TOP Op TOP l I \ 4 _� TOP �/ r fl =wATK�NS O� _ W \ � RA/N� L \ 2735 / I 10 - I 4 20' ID POWER EASEMENT � I - I PER INST. No 99085303 S1406110016 SCS INVESTMENTS LLC S1406417700 / \ L& G MURGOITIO LLC 1 5 -;6E fff �_P P 4 Ij 9 I I I Ir II 6 III � m 2 I �I l ro to KEYNOTES (TYPICAL) O N I • 1. RETAIN AND PROTECT EXISTING FENCE. II III I I I 2. CONNECT TO EXISTING WATER SYSTEM PER I PRELIMINARY ENGINEERING PLANS II� S1406110110 3. CONNECT TO EXISTING SEWER SYSTEM PER IIIII III MURGOITIO I PRELIMINARY ENGINEERING PLANS. I I REVOCABLE TRUST i I 4. IRRIGATION DRAIN TO BE RELOCATED AND WILL I I � I EITHER BE PIPED OR REMAIN OPEN PER II 5 I I n I I PRELIMINARY ENGINEERING PLANS. I II I I III 11`� , I 5. GRAVEL ROAD TO BE REMOVED. ACCESS TO ADJACENT PROPERTY SHALL BE MAINTAINED 6 DURING CONSTRUCTION. I I I IIII I O 6. RETAIN AND PROTECT OVERHEAD POWER. o m= �, 2j3 7. RETAIN AND PROTECT RAWSON CANAL. m > I �c d3 I 8 IMPROVEMENTS WITHIN THE BUREAU OF z m n 3 I \\��L^� III I I I RECLAMATION EASEMENT WILL REQUIRE APPROVAL O z I z l 2 m l a III II I / D I i IQ i FROM THE BOISE PROJECT BOARD OF CONTROL AND BUREAU OF RECLAMATION. V - - - -I- - - �- —I \ 8 - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I — - - - - - - - - - - - _ — _ - - - - - - — - - - - - -- . REMOVE HEADGATE AND IRRIGATION PIPES. =2737_ — — — F6 — T P-2737 — - EP— _E a — — 2738 T T T T T T T T T T T T _2738— DEVELOPER SHALL COORDINATE APPROVAL OF ci 2 S. LOCUST GROVE RD. M Z� M a� M �; -2738 DEMOLITION WORK FROM BO SE PROJECT BOARD (� Z "w E� E� 12"w OF CONTROL AND BUREAU OF RECLAMATION. z z EP dO — s — - � — Rift w--^- W ft'. .R W �R W- - w' =� w. 'R'W--�.R• —R' —� =R I I 9. REMOVE GRAVITY IRRIGATION PIPE. O �. : •. �M d .mYa' �(=:—�az.w �J� w- R w- R;w �R wJ-��-t 'w . R ' RR w_ — :R R . R w I II vw. w� - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - III - - - - - - - - a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cn - - - - - - - - - - - — — 10 TREES TO BE REMOVED IIII "' 1 „off id,o� N I .. F- .I o I I (Dw I LEGEND APEX CADENCE SUBDIVISION ��NAL £ OLL wv o I I w APEX SOUTHEAST APEX SOUTHEAST APEX SOUTHEAST I Nm� BOUNDARY LINE D4 WATER VALVE MERIDIAN, ID o�`�S�,cENsco F ~ 00 SUBDIVISION No. 2 SUBDIVISION No. 1 u.i� - ADJACENT PROPERTY LINE FIRE HYDRANT �� O w o I SUBDIVISION No. :I EXISTING CONDITIONS (FUTURE) EASEMENT LINE WATER METER cc _ z — / `` - WATER LINE SIZE AS NOTED IRRIGATION VALVE REVISIONS s 16 9125 0 i /P Q s° s 2� M >� s- SANITARY SEWER LINE (SIZE AS NOTED) O ���9 OF E N2G NORTH DE COVRRY WAY w 38 I IRRIGATION MANHOLE NO. ITEM DATE y lF \O S�� BOISE IDAHO 83713 2�31 — — — OS SEWER MANHOLE �/ z I I S SI` Sl SD STORM DRAIN LINE (SIZE AS NOTED) REVISED PLANS PER CLIENT 11/19/25 N C• K Q w „SL S„Sl S„s „S� S„sl — — s? — s 9l — — S„9l — — s„ l s. l „S� s„9I PHONE(208)639 6939 ® SEWER CLEAN-OUT kmengllp.com z w 'i s 8 M s M, M .. 2� 2738 M s c� i GRAVITY IRRIGATION LINE (SIZE AS NOTED) ssco / `38 SAND & GREASE TRAP w '� •- — — — — — — — - PI Pi PRESSURE IRRIGATION LINE SIZE AS NOTED DATE: NOVEMBER 2025 Q :� I �'� •. � - - - - - - - - - - - - .'i - - ( ) ® CURB INLET �. EP EP EDGE OF PAVEMENT PROJECT: 24-108 s °D I DITCH REMOVAL STORM MANHOLE SHEET NO. J ` N �0 LIGHT POLE W �. I . - PP1. 1 oc CL y W W . W W . y W W y W W W W W W W W W W W W W W W W W I W W W W WI W W W MATCH LINE - SEE SHEET PP .1 W W I- EEEIII ImmiE y W Edo upff Elmy006 y dmm y Edoy y� ,..� ymmmiI I_ I_ 0 I_ I_ OF— �' 10101 W W W y W W y IW W W W W W W W W W W W '• 7.8$1 22.11' 4. E. 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W W W W W W W W W W W W W W Q W W W W W V 7.31' ' O' • O W W W W W W W W W W W W W I W O W W W y W W W W W W 0 1 1 0 p, �- Z34 'Oo f{ �- 231 3,760 SF 0 y W W . y y W y W W . W W W W 56' 7,000 SF W W I W W W W W O • W W W W W W W W W W W W W W W W IW W W W ' W W W W 93 W 94.0p+F W W 94•0p' W W 12.98' W W W W W W W W W 13.07' W W W y W W W y W O 233 • W y W WY y W(.7 W y y - ,y W W 10.21' ly y y W W W W W I W W W W O 14i29' W 1,246 SF W W W W W W y W W W W W 181.00 W W W W W 42.3p, 48.00' 48.00' W W 5,520 SF 3 W W y W 1 1.40' 87.78' 20.34' 105.77' 1.00' 0 y W W W W W W W W W 4.69' 10.21' O 2,820 SF o W W 115.00+ 22.11' 6.00' E. AMBITION LN. 20.00' 3.50' 28 0 y 0 i cn S 81.52' 50.00' W W W W W W W W y O— W W W W W W W d- 92 0 9.02' 14.98' 14.98' 10.1 ' 16.98' 16.98' \ W 17.63' W W y W W W 54,292 SF W W W W W W y 5,520 SF 0 138.16' 20.00' 81.50' 10.21' 87.50' 72.00' 29.50' Ft50 u� 122.32' y W I W W W W W W W W W Q W W Of W W W W W W W W W W W W W W W W W W W W W •r W W J" W W I a c0 1 15 0 p, e 105 1,399 SF 10.48 1,587 SF 69 35 1,494 SF 00 W W W W W W W W W 0) W W y W y W W W W W y W 8.4U, y y y W W 10 � W W Cy W W W + , ♦ • M W W d 94.00 94.00' 94.00' Q 93.42' 00 � W W W W W W W W ,.,O� W W W W W ,•�f.O. 1 1.45' / W W W o 103 01 a Q 106 o I o Op o Qa o O 5.06' 0) 0 6,287 SF y W J y W W W W W W W 7.53' A W W W W 0 0 ` 0 0 0• 68 O 0 36 N W W 7,039 SF W W y W 3,760 SF 3,760 SF 3,760 SF `- •s 3,759 SF M 1 15.00' y W I W W W W W /y W W W vJ W W W W ° ♦ W W W W W W W /W W W W W �� �• R30p°, W W W 94.00' 94.00' , 0 0 W W j? 94.00' _ 94.00' 0 11 0 , Q o o o O O a 1 O O I q W W W W W W J♦ W W y W T ' W W W W o 102 o a° 0 107 o Q 67 Q , Q 37 Q 5,520 SF W W W W \ It 3,760 SF • 3,760 SF 0 ,Y� W W 3,760 SF 3,760 SF I 1 15.00' /��' J" y 'V• W W / W W W W W O 6,153 SF ^ / ^ W W W W 94.00' 1° 94.00' W W 1�1SL1, Y W 98 W W I 94.00' 94.00' W W W W W W W y ,� W W W W ��• 776 > lJ W y y W O O o O Q O ° O O o O V9+ %� W W 414,690 SF y 0 101 0 a,A . 0 108 O 0 66 0 , 6 O 38 0 � 12 06 W W W y N� W W W W W W 3,760 SF 3,760 SF 3,760 SF ° , ° 3,760 SF 5,520 SF W W W 161 21' W y W W W�W W W . .... W W W y O W W W y W W y W W W W W W W W W W W W W W W W W W W W W OJ y W `Y W W W W ° W W 94.00' s 94.00' 94.00' , 94.00' W y W y W y W y y W W W /•W W W W W W 88 W 6,521 SF 36.05' 40.00' W Q o • o O o 0 0 0 1 15.00' W W W W W W y W y W W W 276 W W d W W W W W W 1 //y��� W W O O O ° O O O Q o • a O O y W 35,025 SF W W W p3 l j+ V 11.6 ' W 0 100 0 . 0 109 0 0 65 0 0 39 0 0 0 W 31,305 SFY W W W W W W y W W W W W W � y y � 3,760 SF • : � 3,760 SF O � „ 0 13 0 y W 38.5' 3 !�> 15.31' • 3,760 SF 3,760 SF 3p0, 0 0 W 5,520 SF W W Q W W 94.00' • 94.00' 1 0 00 94.00' 94.00' I W W W W W W W W W W W W yO 96 97 W O , d 0 0 O O O O y W 13.49' W - W W W W W W W W W `� 00 0, rn o 0 0 0 0 „ o 0 1 15.00' w 12� 1 W W y MO V y O W W 0 99 3,758 SF M 0 110 0 64 4o W W I APEX SOUTHEAST -W-W 6' J ^co' W 0 4,541 SF 3,760 SF W 7.09' 3,760 SF ' I 0 Q W W W y y W y W W J1 W W W ���• /� 0 95 r W W 93.1 1' 3,760 SF 3,760 SF 0 14 Q W W SUBDIVISION No. 2 W W W W W W W 5H' 11 W W (p O W W W W i W W • • a c6 � W W I O W W y y W W 87 W W W W y W 94.00' 5,520 SF y W (R-O) d 36.89' 94.00' d 94.00' N y y W y 6,791 SF 1,118 SF 50.00' 40.00' y W 86.00' W W W d o 111 0 0 0 o 0 W y y W , , Q. • . 0 CO 0 I 0 63 0 . , 0 41 0 y W y 19.32' y A 1 15.00' W W S cr 8,809 SF o %27.65' ° s.• ,s •°104° 12,011 SF e° •Q s , 3,760 SF 3,760 SF s 3,760 SF 't y W y W 55.1 1'W W y 0 1 1 3. N • " ` ' f 0 0 W W W y 3 13.23' M 67' 40.00' a40.00' 40.00' 40.00' 34.44' 3�v' 94.00' z 94.00' 94.00' 0 15 ao Lu 86 13.13' y 5.60' W W�;'° 0 112 0 w 0 62 0 . .s, 0 42 0 z 5,520 SF y W W W O CN 0 W O O Q O 0 0 O O H W W > rn E.ADLER HOF ST. 6,134 SF W 1 10.00' 0 0 0 0 0 � W W 0 � 3,760 SF � � 3,760 SF � 52 � 3,760 SF � w 1 15.00' y y � I C 26.65' 5.72' o 0 0 0 0 o 0 z10 W W 0 121 120 � 119 118 � 117 116 Ki 115 0 94.00' J 94.00' 12,279 SF 94.00' or_ o O o W `� C7 I \ 0 274 rn rn rn rn rn rn W W 0 110.00' 0 O 0 � o 0 0 0 w 16 c0 I c0 1,490 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 3,759 SF 1,942 SF 0 113 3,760 SF 0 0 3,760 SF 61 0 0 43 3,760 SF 0 m W W 96.05' 00 26.36' 6,600 SF "� p .� 0 0 qt vi o o , 0 0 5,520 SF U I 15.00' I W W y 1 1,656 SF M 85 00 45.22' y 94.00' 8.48' 94.00' 94.00' y W W W 1 15.35' 1 10.00' 5,280 SF W W o o o 0 1 15.00' W W y 40.00' 40.00' 40.00' 40.00' 40.00' 114 1,399 SF I \ W o0 1,880 SF 60 W W y W o 0 y y y y 44 1,880 SF oo N 0 0 y y y W 5.05' 14.65' 10.21' N N • N N 0 17 Q 110.00' 20.00' 77.56' 10.21' �°• ° 00 06 W W 0 0 22.44' 94.00' 94.00' W W 0 9.94' 14.98' 5,520 SF 0 2O o 0 273 0 84 0 _ E_Cn . GRAND CRANE LN. _ _ 9.94' 0 59 0 .° 0 45 0 co 7,644 SF 0 C0 7,260 SF 00 00 0) 94 C5 0 ' ` 0 1 15.00' y W W y 5,280 SF 9.94+ 81,673 SF 9.94' I 3,760 SF 3,760 SF y W 3 3.35' 10.21' 0 O W W 110.00' 10.21' 0 94.00' 0 a, 0 94.00' 0 0 18 0 W W W W Of 1 15.68' 1 10.00' 0 I y 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 0 58 0 0 46 0 5,520 SF W W co 83 o Z o 0 0 0 56- W W 0 0 0 3,760 SF 3,760 SF � W W o O o 0 272 5,280 SF y y 56 1 15.00' W W \ 0 0 0 0 0 0 0 0 0 0 0 94.00' 94.00' 0 0 y W a C° 6,933 SF `° `° 6,600 SF 2 �n o 0 0 0 0 0 0 0 0 �n 15.35' 1 10.00' N 00 122 0) 123 0) 124 0) 125 0) 126 � 127 0) 128 0) 129 0) 130 0) 131 o O o0 , .' 00 O o0 00 19 t y W W W i PRELIMINARY PLAT NOTES ao rn rn rn 't rn rn rn rn rn ao 57 47 0 -1 1,536 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 1,536 SF 5,520 SF W W 1 15.41' 1 10.00' in 82 O ?� 3,760 SF 3,760 SF s I W W I 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES BLOCK 2 BLOCK 1 c0 OI , 115.00' W W �I 11-26-3 FOR THE R-15 ZONING DISTRICT. �i 5,280 SF � 16.44' W 94.00' 94.00' y y � 0 0 0 vi 16.44' 0 0 0 0 o O o 0 271 W 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00'a 0 56 0 °, 0 48 0 0 0 W W 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATION AND WIDTHS TO BE DETERMINED WITH FINAL PLAT. ccOo co (D ;n 110.00' 0 , a ,. , Q 't o o� 0 20 0 W W 7,607 SF 7,260 SF u b . a 132 7,058 SF ° 4 0 3,760 SF $ 3,760 SF W W 0 0 , s ° ♦ O A . 0 I 5,520 SF W W I 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE M 81 O 04 " ° N , , W W I CITY OF MERIDIAN. 00 94.00' 94.00' 3 W 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' o 0 0 0 115.00' W W 5,280 SF 16.44' 16.44' 0 0 0 0 y W 115.10' 60' 110.00' W 55 49 0 0 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 56' W 0 0 0 o I 0 21 Q y W i 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET CITY OF MERIDIAN REQUIREMENTS. 14.65' 1 10.00' W 3,760 SF ° 3,760 SF 0 0 W W S1406131700 I o O 0 0 270 ;n 0 y 0 0 0 0 0 0 0 0 0 0 5,520 SF t W W 0 o N o 0 0 0 0 0 0 0 �n 94.00' ' 94.00' W W I 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL BRUNO coo coo coo gp 0 �i 142 Ki 141 140 139 138 137 136 135 134 � 133 r o o o 00 W W 3 6,898 SF LL; 6,600 SF Lri o0 rn rn rn rn rn rn rn 0) rn 00 , rn OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC, BY > 1,443 SF 3,759 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 1,536 SF 0 3,760 SF 54 0 0 50 3.759 SF 00 1 15.00' W W ° I ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN 5,280 SF 't °♦ qt 5.06' C'Q ` M o 00 W y W W I OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS _ W W 94.00' 93.42' N 0, I CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE 1 14.83' � I 1 10A0' 1 10.00' R50'Y 5.62' 6.00' W W W W y �. .� y W ^ 22 M y W w 2.65' W 1,587 SF 53 W y y •, ♦ y y 51 1,494 SF o ,n W W IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF'. a o , 34.44' 40.00' 34.00' 40.00' 40.00' 40.00' 40.00' 40.00' 10.48' 6,287 SF 0 0 o Ooo 79 ou, 28.93 I 87.50' 72.00' 29.50' RS 4 122.32' W W 6. DIRECT LOT ACCESS TO E. LOCUST GROVE RD. AND E. VIA ROBERTO ST. IS PROHIBITED. O Y 269 t 9.94' 10.21' p' y W z m cfl 0 0 5,474 SF 13.59' \ 16.98 16.98' y W W y W W W W 1 I c° 7,569 SF CO Q cO 7,260 SF 21 22 E. ACME LN. 10.21' U, 20.00' 17.63 W W W W W W W I— 7. ALL ALLEYS (LOTS 52, 104, 132, 185, 210, AND 232, BLOCK 1) AND PRIVATE STREETS (LOTS 2, 94, 171, AND 222, O = 15.35' 1 10.00' 18,58' 75.08' 0 56.44' W y W W ;trBLOCK 1) ARE SUBJECT TO A BLANKET UTILITY EASEMENT FOR THE CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, 3 I vi 0 10.00' 10.00' D'` 0 W W � I STORM DRAINAGE, AND PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS 7.44' tij� 23 2,687 SF o 114.52' 110.00' in 78 0 y 14.14' 14.14' r7 y W I AND EGRESS OVER SAID LOTS AND SAID PERPETUAL EASEMENT SHALL RUN WITH THE LAND. SAID LOTS ARE PRIVATE U CO 00 y 3 0 W W STREETS OR ALLEYS AND MAINTENANCE FOR SAID LOTS IS AS PROVIDED FOR IN THE COVENANTS, CONDITIONS AND 0 0 0 � 5,280 SF 96g' 48.00' 50.44' W W 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 37 48.00' 48.00' W W I RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE STREETS AND 0 o O o 0 268 75 i� y W 81' W W 9.92' W y W W I ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS a o 0 0 � 10.00' c0 6,863 SF `0 CO 6,600 SF 1 10.00' 2,417 SF cri W W W a, y W I CONSENT OF THE CITY OF MERIDIAN. THE PRIVATE STREETS AND ALLEYS SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. O r 0 00 W M M y � N 77 0 y y W W W W 8. LOTS 8, 23, 75, 147, 158, AND 259, BLOCK 1 ARE SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVES. SAID z 114.25' 110.00' y o o� o y z W i� L N o a, N 0 24 W W I COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOTS 5,280 SF 73 rn coy W o co Ov Ol On Ln 7 n rn 8,618 SF I ARE ALSO SUBJECT TO BLANKET ACCESS AND UTILITY EASEMENTS FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND O O O 6 38' O 6.38' O O O O O O O O O O W W (, W N 5,743 SF 72 71 34 33 32 31 30 29 28 27 26 25 W W I PUBLIC UTILITIES. I � _ 20.65' W � O O y N N N N N N N N N N N y W � a 8 W 5,649 SF 5,967 SF 70 Ki <I y o 5,777 SF o 5,805 SF 5,833 SF 5,861 SF 5,889 SF 5,917 SF 5,945 SF 6,097 SF 6,001 SF 6,029 SF W W N 0 110.00' 25.00' 4 O M O W z I C° 0 7,588 SF 0 76 cO W y 2,560 SF Q 6.38' W y y W W y a N 7,630SF o y y y W W I APEX CADENCE SUBDIVISION `n 28�44'y- DATE:' W W I S51pNAL fLL Nc� r� 6.726SF W W W I MERIDIAN ID CENS H 1 10.01' 135.01' 3 N 113.79 W 48.00' 48.00' 50.44' W `00 n 6.38 N y 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 36p13.94' W W W y W W W W W W y W W W W W W .i" W W J" W W W W W Wy Wy 2,798 SF W W 2,710 SF 266 W W .� W `n W W W W W W W I W W 9,530 SF W W W W W W W J OI'7W W W W W W W W W W W y W W W W W W W W W W y W W W W W W W W y �f1 O y NV PLAT LAYOUT PLAN ` 0 558.60 — � - WWW 168�96.70' 20.27' 93.49' 296.15' 20.51'O W W WIf 20.51' 03.51' 20.27' 15.41' —Ryw= REVISIONS 11/19 25 E N G I N E E R I N G OF � 5725 NORTH DISCOVERY WAY C14E. VIA ROBERTO ST. NO. ITEM DATE y A BOISE, IDAH083713 REVISED PLANS PER CLIENT 11/19/25 PHONE(208)639 6939kmengllp.com z NOVEMBER 2025 PROJECT: 24-108 S1406417700 J L& G MURGOITIO LLC SHEET NO. Lu a I — — • PP2.0 0 60 120 180 Plan Scale: 1" = 60' I` II II II — — S1406110016 S1406110110 SCS INVESTMENTS LLC MURGOITIO REVOCABLE I I (C-C) TRUST — II I (R-4) II II I I I I 18.63' 18.11' I W W W W W W W 242 02' W W W W W W W 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 31.50' 31.50'W 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 49.00' 29.00' 3 81' � W W W W W W W W W W W W W W W W W V II W W W W W W W W W W W W W W W W W W 6.38' 6.38' W W W I W W W W W W W W W W . W W . W W W W W W W II I W W W W W W W W W W W W W W W W W W J W W W W W W W W W W W W W W W W W W W W ^ W 0 z l O W W W W W W W W W W W W W W W W W W W W I'7 N O W W W W W W W W W W W W W W W W W W W W co N 26O O O 00 W d- O �- W W N O Cn I� O N W W 3_ O o 261 0 262 0 263 0 00 ,n N 00 N o, c0 n O W W W W W W W W W W W W W W W W 264 265 W W Q W 169 168 167 166 165 1 164 163 162 161 160 159 W 6,772 SF 6.38' 00 00 � co (6 co uc Sri �ci LO W W W W W W W W W W W W W W W W 5,317 SF 5,302 SF 5,287 SF W W W W W W W W W W W W W W W W W W 5,892 SF 5,738 SF 172 a 170 5,678 SF 5,663 SF 5,648 SF 5,633 SF 5,618 SF 5,603 SF 5,588 SF 5,762 SF 5,559 SF 5,544 SF 7,114 SF W W . W W W W W . W W . W W W W N � W W 6.38' Q 3,507 SF I I W W W � W W W W 249 W W W W W W W 3,530 SF W I I I W W W W \\ W W p cW W W W W W W 149,028 SIF W . W W W W W W � W W W 48.00' 48.00' 48.00' 3.38' 'O 13.61' W W W W W W W JC W W W W W W W W o 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 4 3 48.00' 48.00' W W W W . W W W O Q. �• 0' W W I I 48.00, M 259 4,579 SF 19 14.14' 14.14' O 28 158 2,845 SF o W W W W W W W W W\W W W W W W W O 171 W 44.02'W W W W W W W W W W W W W W W W\�W W W W W W W W W W W W W W W W W W W W 99,048 SF cn OPTIMUM 82.52' oO 49.00' W W W 21.50' 21.50, `S '126.78'� 1 8 V W 17.63' W W W W W W W W W W W W W W W W W W W W W W . W W W . W W W 12.68' - 8 09' 10.21' W \ 10.21' 8.09' 8.09' W W \W W W W W W W W W W W W W W W W 1.59' 19.50' W W 3 1 O W W W W W W W W W W W W W W W W W W 44.62' 124.00' 10A0' 20.00' 87(�p0' 87 0' 20.00' 7 0' p 122.32' W I6��W W W W W W\ W W W W W W W W W 39.86' 21.87' W W W W W W W W W W W W W W 198 751 SF W 1.59' 751 Sr197 W W W W W W 173 678 SF R5 34.07' W A' ^_ W W W W W W • Q W ` 4 94.00' 94.00' 94.00' f 89.05' 157 W W W W W W W W W W W �1' W W W W W 9 rn R50' 41.80' 0 0 e' , o 0 0 o Q o W W W W W W W W W W W W W W W • O O O O • o O W 258 M O 220 199 196 17415.06 0 5,954 SF i° W W W W W W W W W W W W W W W W O O O O O o O O 06 W W W W W W W\ W W W W W 5,791 SF W W �. W W W � 3,760 SF 3,760 SF I 3,760 SF • 3,738 SF (6 W 3 W W W W\ W W W W •O W W V W W Q 4 N 1 1 5.00' W W I 15.01' W W 221 W W • 94.00' 94.00' • 94.00' W I i9 4 c� 94.00' o o I W W W W W W W W 116' W 16,977 SF W o 0 0 0 0 0 o O 156 o W W W W W W W W W W •O W W W W W W O O ♦Q • O 2OO O O 195 O d O 175 O 00 O CO W •��• W \ W W \ W W W W Cp. 219 O O O O , O O v \ 257 W W W W W 5,520 SF W W It 3,760 SF 3,760 SF 3,760 SF I 3,760 SF W 3 APEX SOUTHEAST W W W W y W W W cp 5,527 SF W W W W W , d W W � I I o d I SUBDIVISION No. 1 W W W W W \W W W W O M W W W W W 94.00' 94.00' 94.00' 94.00' 115.00' W W W W W W W W W W OO Y' W W W W o O •. • o O O O O O o O O O O W W i (R-8) W W W W W W 11 0. W W W W W o 218 O 0 201 0 0 194 0 0 176 o O 155 O W y W W W W W W W W 256 W W W W 06 3,760 SF 3,760 SF 3,760 SF W W W W W W W W W W W W W 3,760 SF W 5,520 SF 3 W W W W W W W W W ° ° W W 3g RP CoM�N� \ 0 5,520 SF 56 0 94.00' 0 ° , 0 94.00' 0 0 94.00' 0 a 0 94.00' 0 I 1 15.00' W W W W W W W W .�n W W W W 3g52 W W W W W W W W O+ ^ Op \ W W W O O • O 2O2 O O 193 O • O 177 O W 38.5' GPNP ROS J W W W W W 1 \� W W W O 217 O a o O o o O o 1 o O 0 I 0 0 W PER W W W \W W W W v1 N W W 3,760 SF ,1 3,760 SF 56' 3,760 SF °• 3,760 SF 56' 154 � W W RL\N W W W W W W W W W 255 V W W 00 W �� OENj GPNPL W W W W W W 5,520 SF OIL �'- W W 94.00' 94.00' I 94.00' ,g 94.00' S,520 SF W W o O 9G2 W W W W W \W W W W .O / W W W O O O O O O O p O W I 2 RP`N �5 3 W W W W W W W W W O M `un W W O 216 O • O 2O3 O O Z92 O O 170 O z 1 15.00' W W ^ w �FPER R a 115�0 o G 0 O 0 o O o z o O o oo O 00 I W W W W W W W W O O J W 3,760 SF 210 w 185 F- 0 O W W o ?� 3,760 SF 3,760 SF 3,760 SF O W W W W W W W W W \� W W 0 >- w O 153 ,�. M W W W W W W W 254 W 8,324 SF^ 94.00' Lu 94.00' 8,324 SF 94.00 00 00 W `n �7 3 94.00' z W W W W W W W W W W W 5,520 SF \ W W 0 0 O 0 z 0 0 , 1, 0 0 5,520 SF O � o+ 2 0o O A. d, 0 204 0 0 191 0 0 179 0 J N W W W W W W W W O (Q W 215 /�l � • co U o W W W W W W W W 115�0 o W 3,760 SF 3,760 SF 3,760 SF s 3,760 SFor_ 1 15.00' 25,636 SF 0 LL Q o o W W W W W W W W W W O 152 o W W N 253 94.00' 94.00' vi 94.00' 94.00' O W W W W W W W O O O O o O � W W 3 1 W W W W W W W W W O O O O O O In W W W W W W\ W W W W o 5,520 SF \ 0 214 0 : 0 205 0 0 190 0 °• s o 180 o I 5,520 SF W W \ W W 2Q W W W W W o_ p0 � 3,760 SF 31760 SF 3,760 SF • 3,760 SF W W 1 15.00' I W W W W W W W W W W W W W W W Q° 94.00' 94.00' 94.00' W W W W 51406110451 2 �' 94.00' o 0 W W O W W W W W 252 O O O O • O O O O W W DWT INVESTMENTS LLC O 18.51' f 0 O o o O O • O O O 151 s o 206 I 189 181 ao aoCi 5,520 SF cA 3.23' N 213 O , � 0 • 0 5,520 SF � W W o •• 3,760 SF 3,760 SF , 3,760 SF W W 4,549 SF 'n ae" W W W W W W W W W W W W W W W W W W W N R4p0, s 94.00' "0 b94.00' 94.00' 115.00' W W W W W W W\ W W W W ° O 2O7 O O' 188 O' , O' 182 O I O 15O O W W W W W \W W W W 9.76' 251 'N 84.83' ,a O O O O O O W W I W W W W W W W W W W W W W W W W w 6,429 SF 0 . 3,760 SF 3,760 SF 1v " 3,760 SF 5,520 SF W W W W y 1 W W W W W W W 212 222 o ° 94.00' 94.00' • 94.00' 0) W W 3 1 y W W W WI W W W (D A. d • O W W W W W IW W W W 122 3� 60,758 SF 4,730 SF o0 208 3,760 SF O 3,760 SF 187 O 0 183 3,738 SF N o 1 15.00' W W \ O O O O O CO W W N 74.30' 15.06' 2 o W W W W W W 10.23' •� 94 0' 1.59' 94 0' 'd 8 05' ^ 149 W W W W W W W W W W cn N 1,183 SF 211 W W , • O O W W 250 — — w 1 — O • 209 7515E 1.59' 751 SF 186 184 678 SF 5,954 SFLo _ W W W W W W W W tl. W W O W W W W W W W W O I- M W W 3 0 8,481 SF 66.89' — 20.00' 81.50— — 87..90' -72.00'— 122.32' 9.70' 8.09' 10.21' 8.09' 19.50' — — - O W W W W W W x 8.09' W W W W W W W 16.18' E. SPIRE LN. 6.00' 10.21' 20.00' 17.63' W W W W W W W W W W W WI W W W 123.02' � W W I_ mmmi W ��� � 'mob W�W � )It � W- IIIIIIII mi IIIIIIII mi I_ immmi IIIIIIIIIIII, IIIIIIII mi IIIIIIIIIIII. mmmi IIIIIIII mi mmmi IIIIIIII mi IIIIIIII mi IIIIIIIII■ IIIIIIIIIIII, I_ (1 O52' 50.00' W W 3.50' �s 4,�V 147 81g20 SF o W W I APEX SOUTHEAST W W W IW W W W W W W W W W W W W MATCH LINE - SEE SHEET PP2.0 10.21' o. ti O "� W W 3 I SUBDIVISION No. 2 W W W W W W W W W W W W W W W W W 1 2O W W �, I 10.21' 42• 48.00' 48.00' (R-8) W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W I W W W W W W W I W W • W W W W W W W W W W W W W 56' 1 3.07' W W W W W W W W W W W W W W W W W W Z I W W W W W W W W I W W W W W W W W W W W W W J 1.00' O W W W W W I W W W W W W W W W W W W W W } I W O W W 3 I W W W W W W W W • • W W W W W W W W W 'W Q 146 O W W y W IW W W I W W W W W W W W W W W W W W W W O O O O � W W z `o 0 143 0 144 0 145 0 7,000 SF W W W W W W W W W W W W W W W W W W W W W Q O W W W W W W IW W W W •4 W W W W W W W W W W z 5,463 SF - 5,280 SF - 5,280 SF - W W c0S 1 W W 3 W W W W � W W W •,1, W W W W W W W W W W W G W W � I 51431 SF W W I 48.00' 48.00' 48.00' 50.00' 29.00'. g 67' W W I W W WI W W W W W W W W W W W W W v W W W W W W W W W W W W W W W W OEM W W W W W W W W W W W W W W W W W W W W IIIIIIIIIIII, � WI_ _W '- - IW W W W � W W W • ° W W W W W W W W W W W IW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 1 W W W W W W W W W W W . W W W W W C W W W W W W W W • 1 W W W W W W W W W W W E. BINGLEY LN. J m G X W W W W W W W W W W W W W W W W W W W W O a a N W W W W W W W W W W W W W W W W W W W W W (Mj W W W W I W W W W • L W W W W W W W W a W W W W W W W W d, W W W W W W W W W W W W [p W W W W W I W W W W W W W W W W W W W W W W W I I � ZW W W IW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W I ZW W W W W W W W • W W W W W W W W W W W W W W W w N z O U Y Z APEX CADENCE SUBDIVISION �gNAL f 0 a 5 N MERIDIAN, ID Q�o�� �,�CENS / F� O a PLAT LAYOUT PLAN z REVISIONS s� 11/19 25 �a ' E N G I N E E R I N G 90 qTF OF ��PIv 5725 NORTH DISCOVERY WAY d NO. ITEM DATE y� C K\N�� BOISE, IDAHO 83713 Q w REVISED PLANS PER CLIENT 11/19/25 PHONE(208)639-6939 kmengllp.com z kiii z o DATE: NOVEMBER 2025 PROJECT: 24-108 SHEET NO. J W 0 a a W W f W W W W W W W W W � W w�W III I If $"W _ MATCH LINE - SEE SHEET PP3.1 $"w = � W W w W W E. SPIRE LN. W W H IW •W • W.•W•,.�. 249 •Lr •:� ��T���_S�� W W w ~ � T11 m SEEN No low sommi mommi SEEN SEEN 111111111 NONNI SEEN SEEN NONE =I W W '1'13 O W I W W W W SSMH #28 (48-INCH) 242 22 W RIM:2736.91 f co I W W W W W W W W W W W W W � W •W 1 DEPTH:8.2' W W W W J� W L II Wo�W I(� 248 INV OUT:2728.70 8" (S) 224 W W W W W W to W ~ I 0 60 120 180 �' 'I p N I I Plan Scale: 1 = 60 W W WIW W I W I W } SSMH #30 (48-INCH) 4+00 241 W W W W I w o ' RIM:2736.16 W W W W W W W a W I 9 W W IV/ I DEPTH:8.2' C 39 RAWSO ' Wa IW I I %° INV OUT:2727.96 8" (S) 3 240 a + 225 W W W W W W W I a �`' ~ ANAL EASE N W W oWI III , co ` ti WW W W W W W 'W W W N �, EXISTING SSMH #1 (60-INCH) PER ROS 3MENT co W wl I RIM:2737.92 ' A f W• /y0 W W W W W DEPTH:21.8' 27' TQ ���' OF RA CENTERLINE W W W IW ' -� __ /� W W W W W tj00 W w INV IN:2716.23 8" (W) PER W SON CANAL W I WI SEWER ALIGNMENT"H" F' 239 226 W W W W W= W ROS 39g2 W b WI� �I REFER TO PP3.4 FOR PROFILE W W SEWER ALIGNMENT"K" ' I I SEEN SEEN[ SEEN W I INV OUT:271 6.13 8" (E) W �- V�I '11//IIry'' W W REFER TO PP3.5 FOR PROFILE, T W W W W W W W W W W p - W W W W SSMH #4 (60-INCH)' o W I� ®a W W�W WII�I I III W` 246 �' 232 W W W W RIM:2737.48 S1406110451 I F I►I 3 238 227 W W DEPTH: � a0 E. BINGLEY LN. DWT INVESTMENTS LLC / WII o� W W I + O W W " (S)--,N W �` 12' 12"W 12"W w s"w s"w- W 'o SEWER ALIGNMENT"F"- BLOCK 1 INV IN:2717.75 8" W _ ~ o II W I �I �•tif o.• . INV IN:2717.75 8" (N) I 2 - - �ko0 E. BINGLEY ST. �+' BLOCK 1 REFER TO PP3.3 FOR PROFILE I 15+00 16+00 F: 8"S 8"s 8"S W INV OUT:2717.65 8" (E)' W WI 1 o W W Y`W N� 245 237 228 1W I W ' L -81..5 8"S if �-, � WI W ICI I A O p O O I l � SEWER ALIGNMENT"A" - I 42.6' of 8" PVC 0.42%- W I Q I I WTI REFER TO PP3.2 FOR PROFILE - - - - I 306.3' of 8" PVC ® 2.30% W�Q I W o� II W $ �` �� 185.5' of 8" PVC ® 0.40% J SSMH 2 0-INCH 3 a Pi- U W y3 W W W W ' W W W 224.5 of 8" PVC 0 0.40% W W W 299.6' of 8" PVC 2.33% <m W W SSMH #5J(60-INCH) W r W C W W W W W W W W PI W W W W I RIM:27�.35 ) - O. �a WI W ICI O I 236 229 W W RIM:2736.53 W - W •• DEPTH:20.9' W W W �W •, 244 ''' i W W DEPTH:18.0' W W INV IN:2716.51 8" W I Q I a�l �I •W \ W W INV IN:2718.60 8" (W) 14+00 W I INV OUT:2716.41 8" (E) W W r oo ' W W INV IN:2718.60 8" E W z i i ij 1c 11 Ti i a o,. • W W W INV OUT:2718.50 8" (N) W J W 4 5 6 7 W W 33.4' of 8" PVC @ 0.42% SSMH #8 (48-INCH) "� 235 o f 230 W W W O W W O RIM:2735.40 243 .cv • „ W W W W WSSMH #6 (48-INCH) ' W W Q W SSMH #15 (48-INCH) III I DEPTH:14.9' O 3 ; , y SSMH #27 (48-INCH) z SSMH #3 (60-INCH) u RIM:2736.36 RIM:2736.07 � RIM:2736.98 INV IN:2720,57 8" (W) 00 231 RIM:2736.06 W W W Q� W W JJ W WDEPTH:17.1' W W �: DEPTH:15.2' W DEPTH: N DEPTH:20.3' I INV IN:2720.57 8" (S) I 234 W W INV IN:2719.40 8" (W) W z� W INV IN:2720.96 8" (SE) W W ''INV OUT:2720.47 8" (E) r INV IN:2721.67 8" (N) , W W W W W, INV IN:2719.40 8" (S) W W W �'o W INV OUT:2720.86 8" (W) W W w I INV IN:2716.75 8" (W) INV OUT:2721.57 8' (S) INV OUT2719.30 8" (E) 00 I INV OUT:2716.65 8' (E) 7 W W W W W 93 W W W W W W W W ).. SSMH #9 (48-INCH) W W W W W W • .W' W• W W W I Uj 13+00 W ~ I RIM:2735.00 W W W W 233 W W W W W W W • i W SEWER ALIGNMENT"A"- I ¢ W II W WI I DEPTH:14.1' 1+00 36.0' of 8" PVC C� 4.00% REFER TO PP3.2 FOR PROFILE W/ v INV IN:2720.96 8" (S) 8+00 1 1+00 INV IN:2720.96 8" (N) f 1 9+00 8"W 10+00-8w E.AMBITION LN. 8"W 1 f Jam = W W W I I I / 45.7' of 8" PVC @ 3.92% I /W/ o Iw INV OUT:2720.86 8" (E) 12"SD 8 S 8"S IB"S i'S 8"S 1+00 1+00 157.0' of 8" PVC ® 0.40% 1+00 175.0' of 8" PVC ® 0.40% 1+00 SSMH 16 48-INCH ' W w Iw I # ( ) g - W//y _70_9_of 8=PVC 0 0.4.1% ` W •• W W W W 105 W • W W 69 W W • W W W 35 W W / 1 RIM:2736.31 I I � PI f• PI' W DEPTH:13.6' ••. I - INV IN:2722.85 8" (S) SSMH #7 (48-INCH) 2+00' W w - W /W W �� W• / ' ` ' W W W n I 56.7' of 8" PVC 3.99% ' 10 » (NW) I - / RIM:2735.73 106 68 36 INV OUT:2722.75 8 SSMH #10 (48-INCH) oo W W W W= O DEPTH:15.7' O 00 I �O I , O W W -INV IN:2720.13 8" (W) I I I /W W /�� RIM:2735.34 n W W INV IN:2720.13 8" (N) /�✓� � 1y//�,y/ �� W DEPTH:14.0' J \W1 98,W W o INV OUT:2720.03 8" (E) o y�o 1Z W W I SEWER ALIGNMENT"I"-% INV IN:2721.48 8" (SW) 0 of 8" PVC ® 0.41% + ujSSMH #32 (48-INCH) W W INV OUT:2721.38 8" (N) W W +� 102 \-83.5' + 67 `L 37 W ' w 3 I 4 PI 4 PI RIM:2737.62 REFER TO PP3.4 FOR PROFILE W W W / W (W W N I :• 107 0o a I DEPTH:I4.O' W.(off/�/ � W y�//.t W W W � 90 W WW W W SEWER ALIGNMENT"G"- O o W I I W ` W� W '/' W ` W W v=• W REFER TO PP3.3 FOR PROFILE o W •�. INV IN:2723.69 8" (S) �/✓�� �✓ Q , \ y, I C I C _ + INV OUT:2723.59 8" (NE) W W SSMH #31 (48-INCH)Q /W W W W W 157.7' of 8" PVC © 0.40% a 38to 12 W W I ' w W W RIM:2736.73 W W Wl W DEPTH:14.0' 270.5' of 8" PVC @ 2.71% INV IN:2722.88 8" (SW)' W W • I s9 o W BLOCK 1LL 0-1 Z ` W W =••W . W `a . � SEWER ALIGNMENT"B" 2740�� -INV OUT:2722.78 8" (E) A A W W I w_� / REFER TO PP3.2 FOR PROFILE c� 8�' \\ 100 109 O ��P E �W� 276 �y'1 W W p� OO W `j w 65 39 W i I m - IOE `-•6 W� ���•1� W W W W W W W W f W• W O Z3 W:• 3 T W �� � � -r�W W W W W W W Gl SSMH #11 (48-INCH) o z, / W I - W� -2741� P�W kOOy fg•` P� ,n RIM:2736.32 + o O- r 318.0' of 8" PVC ® 1.73% W I • W W• W W Wzou DEPTH: Q W .W Tc 6 9 99 ab 110 W W Tom 39'� •' W ' W �0 W r- 1 _ O O W I w I APEX SOUTHEAST INV IN:2722.21 8" (S) 64 40 o I W W W W W INV IN:2722.21 8" (W) SSMH #29 (48-INCH) a N ,• �►�+ G W G I °' SUBDIVISION No. 2 140.9' of 8" PVC ® 0.40% �'A W W \RIM:2736.10 �I 14 W 3 ' p ' INV OUT:2722.11 8" (NE) z O I FL 87 W DEPTH:8.2' ••' J 3 a W W (R-8) INV OUT:2727.89 8" (N) W F_ I o I 176.0' of 8" PVC @ 0.40% LO _ 1Z1 63 41 w W w ,70.8' of 8" PVC 0.41% COI i ,. _ a: z I KEYNOTES (TYPICAL) 275 104 '� SEWER ALIGNMENT"C" bo 408.0' of 8" PVC Ca? 0.51%'' w 0 77.5' of 8" PVC © 4.05% I\ PI REFER TO PP3.3 FOR PROFILE BLOCK 1 15 W p I I I - 1. CONNECT TO EXISTING WATER SYSTEM. OSSCO #35 SSMH #33 (48-INCH) / 86 SEWER ALIGNMENT"A" 0 2. STUB WATER MAIN FOR FUTURE EXTENSION. RIM:2738.43 8„W RIM:2736.78 _ REFER TO PP3.2 FOR PROFILE \ W W •% 112 �} 62 42 00 I y W W > w I 3. CONNECT TO EXISTING SEWER SYSTEM. DEPTH:13.8' SSMH #12 (48-INCH) \\\ a 2+00 DEPTH: RIM:2736.81 W- �j� \ W N 16 W W O - E. ADLER HOF ST.- _ • . oc m INV OUT:2724.64 8" (E) i INV IN:2724.08 8" (S) _ W • 4. STUB SEWER MAIN FOR FUTURE EXTENSION. 8"S DEPTH: 121 120 119 �� 118 1Z7 \ \\ 116 115 "a00 0 SSMH #17 (48-INCH) W W 1+00 '�l� INV IN:2724.08 8" (W) Q O a 52 +- W I I 5. FUTURE ROUNDABOUT LOCATION PER ACHD INV OUT:2723.98 8" (N) INV IN:2725.45 8" (S) 328.9' lof 8" PVC @ 2.23% W ', 113 I Do 61 43 RIM:2737.50 W Z INV OUT:2725.35 8" (N) - \\ O O DEPTH:9.1 W• • w U w I MASTER STREET MAP. 138.7' of 8" PVC � 0.40% p o co (7 ( \ SEWER ALIGNMENT"E"- W Co .� 1 W W W + 274 85 0 \ W REFER TO PP3.3 FOR PROFILE INV IN:2728.45 8" (S) W �; OJ I I I I 6. PROPOSED ACHD STORM DRAINAGE EASEMENT SEWER ALIGNMENT"J" r ,n O + W W W W W W W' rn REFER TO R ALIGNMENT FOR PROFILE N _ - \ PI I I INV OUT:2728.35 8" (N) - �; I I 7. WATKINS DRAIN DITCH TO BE PIPED. / W W W W 114 W W W 60 f 44 17 W c W , a lE. GRAND CRANE LN. D I D W W > I III O ( 273 84 = p... . - 8" 94 Q., - ., B..W - J i I 59 a'l 1+00 2+00 3+00 4+00 6 / I 8"S B..S 8'1S 8 W, IIY- I I o W W.� I - I+ 18 W y� co 326.9' of 8" PVC ® 1.28% a I (0 I a 83 I a W W 58 46 d W .W I PRELIMINARY ENGINEERING NOTES 3 + 272 O + - I n �,\\ 11 129 130 131 f _ W W I 3 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE LOOPED THROUGHOUT 7 SSMH #26 (48-INCH) 1 1 SSMH #19 (48-INCH) I N 3 BLOCK 1 W W �, w I THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS IN S. LOCUST GROVE RD. Z RIM:2737.10 1\\ 11 RIM:2737.3600 57 A A DEPTH:8.2' 1 \1 DEPTH:15.9' O O I 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY THE 82 122 123 INV OUT:2728.90 8" (E) 127 1 \1 128 INV IN:2721.58 8" (S) 0o W W I I I I �, EXISTING SANITARY SEWER MAIN IN S. LOCUST GROVE RD. AT THE INTERSECTION OF E. BINGLEY ST. - I - FL O I 1 INV IN:2721.58 8" (W) 247.9' of 8" PVC ® 0.60% Oe W W w 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE DETERMINED WITH THE FINAL a I oo \ oo�?� 124 D 125 126 1 INV OUT:2721.48 8" N I 11 ( ) W I I PLAT DESIGN PHASE. II 4O I 271 v�00 y I 56 a 48 0 20 W W I I J ` ' _ '• r 132 f f. I �I W I 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO SEWER ALIGNMENT"I" �' ' f N y W u I w I DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. REFER TO PP3.4 FOR PROFILE g1 O 0D W 00 o N PI PI I4 264.0' of 8" PVC @ 0.40% oo W :W N� + -I W D 1 I 55 49 21 W = ( I 5. E. VIA ROBERTO ST., S. HAWKS PERCH AVE., AND E. ADLER HOF ST. SHALL BE PUBLIC STREETS OWNED AND FL N I I II O O I a W I MAINTAINED BY ACHD. ALL OTHER ALLEYS AND STREETS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE a I I 142 141 140 139 138 137 I 136II 135 134 133 r SSMH #18 (48-INCH) W I III HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. B co 6 a _ W I RIM:2738.13 W W 51406131700 I II O L I 270 ) SSMH #14 (48-INCH) SEWERALIGNMENT1"C"- 4 a ,s 50 DEPTH:8.2' W: ' k� 3I 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS AND STREETS SHALL BE COLLECTED AND ROUTED TO STORM BRUNO I I / 80 RIM:2738.09 REFER TO PP3.3 FOR PROFILE W o INV OUT:2729.94 8" (N) W I 11 DEPTH:8.2' i i i w► ���i + 54 SSMH #25 ( INCH) I I FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE AND PUBLIC STORM - SSMH #13 (48-INCH) \ 1 11 of i8" PVC ® 0.40% W O RIM:2738.04 FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. RIM:2738.12 INV OUT:2729.88 8" (NW) ` DEPTH:8.1' ( �I d 22 W a N 7. 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WATKINS DRAIN DITCH TO BE PIPED. zOUOAPEX CADENCE SUBDIVISION LL AL z �ss ENSMERIDIAN, ID § \, PRELIMINARY ENGINEERING PLAN z 168 /1911 25REVISIONS E N G I N E E R I N G NO. ITEM DATE � OF 5725 NORTH DISCOVERY WAY REVISED PLANS PER CLIENT 11/19/25 CK PBOISE, IDAHO 83713 HONE(208)639-6939 11, kmengllp.com z w 0 DC' z o DATE: NOVEMBER 2025 PROJECT: 24-108 SHEET NO. J W 0 a a 2750 2750 ., J wZ z O " ^.. 2745 Z o 00 oo o p Z .. ^ o o =0 N Z =o =o 2745 00 a0 O 00 _ U 2 0 �.. 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N+MOr N CD + � r 0 2740 g Q N — W Z Z OHO(6 r N 0 N N H o 7 ff) O N O Ln Un 0 0 Orr N N N r r r N r r r N I\ H - - O N — _ O- r N — `� N N d - _ N 00 0) 0) O 00 N N H CA C14 (nH� LJ > (n(nD 0 — — r7 N H �' � I� O � NN N INN err +M � NN H + NN H Nam — N +r7NN H NNo o ? +r2Z = +� � �(c) N 0000 err tD M � ��N2W ZZ O �� � z O rr2Z F-� � z o 2740 2�N H — 0 =L0 C14 O 0 0 00 - N N H �� _ +r N N H O N H — — = N 04 _ (n(n� 0 ZZ > cn(n 0_ Ld > V) Lu Z Z W(n 0_ � > > r7 � NN M � = ZZ = ZZ c/7H— W (n�_ W Qg > > XH— W 0_ = Z 11) +^ = ZZ = _� 0 =�N 0 ZZ Z Z Z cn�— W Z Z W > > �a a— > =(ONE — o +r = ZZ =00N = ZZ o 20N � - - o FINISHED GROUND �Q o_ �Q CL — — cncno o _ _ — cncn0 n Z ? cnH_ 0 Z Z Z �Qg � > > =rN � - - 0 (�!)Fa� w » > (��� Cl- z z z NNE � z z z NN&E L' z z z — r � cncn� o - - — cnU— Wz z U) > ZZ Z cncno o - - — - - - - - - - - - cncno �— _1 cnwzz z cncno o - - _ — — — - - 2735 - - - - - - - - - - - 1 - 2735 - - - - - - - - - - - - - - - - - - - - EXISTING GROUND v 2730 2730 326.9' of g" PVC' 1.28% 22.0' of 8" PVC ® 0.64% 2725 2725 I 157.7' of 8" PVC @ 0.40% 77.5' of 8" PVC © ' 157.0' of 8" PVC � 0.40% 2720 2720 175.0' of 8" PVC ® 0.40% ' 185.5' of 8" PVC ® 0.40% 103.5' of 8" PVC @ 0.41% I 224.5' of 8" PVC @ 0.40% 42.6' of 8" PVC ® 0.42% 70.9' of 8" PVC @ 0.41 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT I 2715 83.5 of 8" PVC @ 0.41% FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 33.4' of 8" PVC @ 0.42%2�70 2715 0 0 (.0 u') n N N 0 M r7 N N rn 0 r r 0 Co i � 0 0) 0 cD 0 0 (0 O r M M 0 M 0 r7 cD M n (0 N (0 r r 0 cD r O N O Co (0 00 Ln N Co N Co r7 r 0) ro O 7 N (.0 0) N 0) (0 0 00 00 00 (0 (0 (0 0 � Lp 0 Lp 0 Lp LO 'i V) Ln V) Ln � LO In � (C') 0 Ln Lri Ln 6 0 (6 (0 � 6 cD � � (0 � tD � tD � (0 � tD � (0 r (0 '6 t0 to tD CD t0 � r- to to r7 n r7 r7 r7 r7 r7 to r7 r� r) � r) � r7 n r) � to ro r7 r� r� ro ro ro ro to V) � �� r7 n r7 r7 r7 r7 r7 r7 r7 n r7 r7 � r7 r7 r7 � r7 r7 r7 r7 r7 n r7 r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r 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 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 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 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 SEWER ALIGNMENT A 0 60 120 180 0 6 12 18 Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' 2750 2750 z 0 2745 0 � w� 0-mo v =o Z o 00 2745 Zu- 00 Co 00 00 0 00 z 00 (o� zL 00 L 0100 U) �0 0) �O (D ( 04 . ao 000 p00 �0 0000 N �00 � N NM- 0 LM 0 00 00 r 0) O 00 N(D Cq N r n LV � r 00 00 N N 2740 ")Op00NN 0(Db N r �NMr7r ry qk +r, +r2ZZ = —0t6 r, N OMEN H +� 2Z O 2rNI0 2740 2�N � - - O— LnM � N D— +r = Z O 2LnNF- - 0 �Q� � > Q •• +r = Z =N N — 0 FINISHED GROUND m Q o- > > N N o Z U) W > > > =�N — 0 �Q 0 cnH— W Of (n(n0" pZZ Z gQ NH W > > W W w 0 Z Z N LJ > > cn m 0_ O Z Z — — — — — — — — — — — — 7 2735 2735 EXISTING GROUND 2730 2730 247.9' of 8" PVC ® 0.60% 8„ pVC @ 1.73% 2725 318-0' �f 2725 2720 Ak:�045.7' of 8" PVC ® 3.92% 2720 Lll���56.7' of 8" PVC ® 3.99% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2715 r7 r r r r r r r N � co co� 0 � 00 � 0 d r7 � � O � N N � r7 (D � 00 � N 0 cD N cD � � � a0 (D w t4 (D (D CD (0 CD CD (D (0 (D (D (D CD tD tD tD tD CD � r\ r\ r\ r\ 00 m M M r7 r7 M M M M M M r7 r7 � r7 r7 r7 r7 r7 r7 r7 � r7 � r7 � r7 � r7 x r r r r r r r r r r r r r r a r r r r r r r r r r r r r 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 ri O m 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 7+50 8+00 LL Ua z 0 Z SEWER ALIGNMENT B 0 60 120 180 0 6 12 18 z Q Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' O Y U z a Or- APEX CADENCE SUBDIVISION AL f 0 Lp S5 N MERIDIAN, ID Q�oQ� ��CENSFQc�'yF�� O w PRELIMINARY ENGINEERING PLAN a 16860 REVISIONS s� 11/19/25 �o ' N E N G I N E E R I N G 3 NO. ITEM DATE OF �P �Iv 5725 NORTH DISCOVERY WAY C K�NS BOISE, IDAHO 83713 REVISED PLANS PER CLIENT 11/19/25 PHONE(208)639-6939 kmengllp.com z z o DATE: NOVEMBER 2025 u PROJECT: 24-108 SHEET NO. J W 0 a PP . 2750 2750 2755 2755 o- ^ Z 2745 Z o v Co =o v v g 00 2745 2750 2750 O L� Co 00 U O 00 Z V O v Co 00 00 O 00 00 Z 0 00 00 Z� Co 00 0 00 O � a0 O (O (O �(0 Z 00 00 O ( r 00 U r r` N (0 (0 CO M N N j I O O O 0) N N rC14- r N 00" r7 M N N 0)r,. r` p 00 �O� � NN H Or-ONNN r �N � NN NC14 C N Z UO v^ 200 m � O N�rMNN +"' °? � 2745 0 ^"�. Zo ao 00 2740 0 + = Z Z N (6 � r, 1, (" 2740 w _ 00 2745 co 0 C6 1� 1� 1� N 2(O N � - - O I�.0 7: +� = Z Z O m: Z: 0 U p `�..' I w p Z _ _ _ F- o Z 000 c� I w 0) qtz Opr� N N �Q� � >> > 2rN 2 Z Z U 20)N O Q O 00 L' +r = Z Z O U)uj Z Z Z �Q g W » > cn�� W Z L� o7 a0 � It co rn 00 0 Cq = o — FINISHED GROUND V) ui > N N F o Z Z Z_ ��� � — �o � � co 0)N 0; �� N (nN0_ 0 Z Z Z (n(n0 O Z Z Z �Op" N NI-r �`. r N Lo0)6" r- 00-(y N r7� 00N H N0 � N — — — — — — — — — — — — - - — — — — — — — - — I L — — — — — — — — — — — — — — — pN O00 r N = Z 0 LO� 00 H 2735 - - - - - - - - - - - - - - - - - - - - - - - - _ - - 2735 2740 O;° 7NN � �Q� � — � _�+,; ? 0 2740 +I- = Z Z (nH- W > > m .. .. CL o FINISHED GROUND cn cn� 0 ? ? ( w > EXISTING GROUND g w > > > (N V) 0 ? I I �N� oZZ z 2730 2730 2735 — — — 2735 3 I�% EXISTING GROUND PSG o� 8 2725 5� 3 2725 2730 2730 200.2' of 8" PVC ® 0.40% I 264.0' of 8" PVC @ 0.40% ® 2 408.0' of 8" PVC C�? 0.51% PSG 8 0 0{ $' 2720 2720 2725 23 . 2725 22.0' of 8" PVC ® 1.05% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT EXISTING GROUND CENTERLINE OF SE R PIPE ALIG MENT 2715 FINISH GROUND CENTERLINE OF SEVVER PIPE ALIG MENT 2715 2720 FINISH GROUND CENTERLINE OF SE i R PIPE ALIG MENT 2720 (o r7 N7 r7 r7 r7 r7 r7 iO LO LO LO O r N � N O O n 0 Co co O 0> 00 0> 0> O O 0> 0> O O O O O r` 0> O O N M N7 0> � � (f') � 0> � � � � 0> � (f') � (0 Co O � � p (O Co O � N � � 0) (0 �O (O �O �O (0 (0 0 �O (0 � (0 (0 (0 (0 (O � to (o (o c0 (6 (6 � (0 (0 (o (O LO (6 (o (o (o (o I� r` (6 CO CO CO CO CO r r` r` (6 r r7 �••) r7 r7 r7 r7 r7 r7 r7 �"� r7 N7 r7 r7 r7 r � � � 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 N N N N N N N N N N N N N N N N N N N N N N N 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 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 SEWER ALIGNMENT C SEWER ALIGNMENT D 0 60 120 180 0 6 12 18 0 60 120 180 0 6 12 18 Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' 2750 2750 2750 2750 2750 2750 z 2745 m o v Z o 00 2745 2745 =0 v p ^) =0 v 2745 2745 w p Z 2745 zo ao � 0000 �o "00 =p Z : zo 00 p =p 00 o co ao Z u- Co Co 0 o Co ,i p ��_ �o Co coo 0) � LO Ln — 1 O r) r) o z L� 00 �� r U o 0o Z u rn �0�. ��r) iOrr` N �OOi �j\ OO O �U ��_ N ZO 0000 �U 00 � NN (Vr NN NN N O N a0N0" � � O r`p N 2740 2740 4 O0r) Co � +� = ZZ D 2740 2740 ^O� � NN I�9O� N r- NN� NN 2740 2740 "tpo" oo N ���NN +� = 0 2�tC'j O +� 0-N(0 � I� N "t M 06 H o� � N (V r` N O(p 2�04 �Q� W » > =�C14 O r)M � N H +� 20 0006* r, , N I-Moo ? 0_ FINISHED GROUND N(— L' z z z " " o +r, D _ N o N N +� N~� ''' Z NN� o - - — ~� ``' ZZ Z =�N � Z O LFINISHED GROUND U) Ld +� = ZZ U)cn a 0 _ 0 cn o 0 _ _ _ o_ Z = N — — o FINISHED GROUND Q 0 > w > > cncno 0 _ o_ N�— Wz n cn cn o 0 z Z � ,,, >> > cn cn o 0 - - _ NN� oZZ Z_ _ — 2735 — — — — — — — — — — 2735 2735 — — — — — — — — - 2735 2735 — — — — 2735 I EXISTING GROUND EXISTING GROUND EXISTING GROUND l� 2730 2730 2730 2730 2730 2730 328t 9' 2 3o% of 8„ p,C ® �f 8" Pic ° 2725 2725 i a„ PSG 2725 2725 2.23q 2725 2725 3p6.3' Z,o 5 0 I 2720 2720 2720 2720 2720 2720 LJ 36.0' of 8" PVC @ 4.00% EXISTING GROUND CENTERLINE OF SE R PIPE ALIG MENT EXISTING GROUND CENTERLINE OF SE R PIPE ALIG MENT EXISTING GROUND CENTERLINE OF SEW:-*R PIPE ALIG MENT 2715 FINISH GROUND CENTERLINE OF SE R PIPE ALIG MENT 2715 2715 FINISH GROUND CENTERLINE OF SE R PIPE ALIG MENT 2715 2715 FINISH GROUND CENTERLINE OF SEW:-*R PIPE ALIG MENT 2715 o O O O O O M rM 0 0 (O 0 0 0 O (0 m 0) O d r) _ N 0) r- L Co � � r r 00 � 00 r7 0 r K) a0 N a0 K) rn N (0 r (0 C6 w C6 LO LO CO LO CO L CO LO CO Ln M (6 (0 (6 m r1 r7 r) r7 r7 r7 r) M r1 M r7 �"`� r7 n r7 r7 r7 r7 r) r7 r) rM M r7 r) to M r7 r7 to M � r) r7 r7 r7 � r) r7 r7 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 N ri O m N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 U z SEWER ALIGNMENT E SEWER ALIGNMENT F SEWER ALIGNMENT G 0 60 120 180 0 6 12 18 0 60 120 180 0 6 12 18 0 60 120 180 0 6 12 18 z w Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' O Y U z a DC APEX CADENCE SUBDIVISION TONAL f 0 Lp S5 N MERIDIAN, ID Q�oQ� ��CENSFQc�'yF�� O w PRELIMINARY ENGINEERING PLAN 16860 REVISIONS s� 11/19/25 �o ' N E N G I N E E R I N G 3 NO. ITEM DATE OF �� 5725 NORTH DISCOVERY WAY yZ/� C. K�NS BOISE, IDAHO 83713 REVISED PLANS PER CLIENT 11/19/25 PHONE(208)639-6939 kmengllp.com z z o DATE: NOVEMBER 2025 u PROJECT: 24-108 SHEET NO. J W 0 a PP . 2750 2750 2750 2750 w uj 2745 N 2745 2745 Z o 00 = ui 0 "_Z- v Z o N 00 0 0 �- U-L' 00 o ^ ao � i 00 ao =0 �v^ 2745 00 O �Zv ZO 0 0) co a7 00 0) �0 (OD f� �0—00 00 N Z ZO 00 00 (D 000 �00 O N 0100^ N NOS O N �r O N N '0 N N N 00 � �O� 00H MOqr- � NN N ��� � r N *P- Cq H �N^ NN N 2740 �O O � O c�0�^ I� �) _ r70 NNN + CJ � = Z �MNNN N 2740 �00 0o N OO- 2740 2740 =±04 0 +rn =—= + Z o M'N � - 0 —00,64NN H O O - N N r 0) n aD � �Q � > FINISHED GROUND ='n N � — — M Q w U) > > + 0)0 L6 H +I, = � U)U)0' o Z (n H� a— > (n N 0_ O Z Z U) 0 Z Z =Cn N � — — 0 =±C14 O FINISHED GROUND � w > - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - cNnc~n� oZZ Z cn�_ w 2735 N N o Z Z Z — — — _ — — 2735 2735 2735 EXISTING GROUND EXISTING GROUND 2730 2730 2730 2730 430.91 of 2 3g% g'' PVC p 1.359 PVC � 2725 6, of $" 2725 2725 2725 29g 176.0' of 8" PVC @ 0.40% 140.9' of 8" PVC @ 0.407. =f�' 70.8' of 8" PVC ® 0.41 2720 2720 2720 2720 EXISTING G UND CENTERLINE OF SEVVER PIPE ALIG MENT EXISTING GROUND CENTERLINE OF SE R PIPE ALIG MENT 2715 FINISH GROUND CENTERLINE OF SE R PIPE ALIG MENT 2715 2715 FINISH GROUND CENTERLINE OF SE R PIPE ALIG MENT 2715 N 0 M M O I r N N N N p,) N N N M N M N � ^ M ^ 00 N c0 N r c0 c0 �''> 0 00 Cn � 0) r- LO 0 00 tD M 00 I� 0 LO LO LO Sri Sri ui � � r cD cD M M M M M M �'� M M M M c0 M c0 M c0 M c0 M c4 M M M M c0 � � 6 ( (6 (0 (6 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 N N N N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 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 7+50 8+00 8+50 9+00 9+50 SEWER ALIGNMENT H SEWER ALIGNMENT I 0 60 120 180 0 6 12 18 0 60 120 180 0 6 12 18 Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' 2755 2755 2750 2750 .. w O �- Z 2745 0 00 =o v 2745 w0 Z Co iLuZ 0000Co Co r- 00 O 00 00 Ol M006viN O OO M Co' N O±NCO PO 00 N 2740 N N 2740 (nn(n FE o z EXISTING GROUND =c+.i N M Z Z p — 1 NV)W0ZZ > NNO_ 0 Z Z Z 1' — 2735 2735 FINISHED GROUND 2730 2730 2725 138.7' of 8" PVC 0 0.40% 2725 I EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNM NT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2720 2720 m Co N � N N N M O m 0+50 1+00 1+50 2+00 2+50 3+00 LL Ua z 0 Z SEWER ALIGNMENT 0 60 120 180 0 6 12 18 z a Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' O Y U z a DC APEX CADENCE SUBDIVISION AL f 0 Lp S5 N MERIDIAN, ID Q�oQ� ��CENSFQc�'yF�� O w PRELIMINARY ENGINEERING PLAN a 16860 REVISIONS s� 11/19/25 �o ' N E N G I N E E R I N G 3 NO. ITEM DATE OF �P �Iv 5725 NORTH DISCOVERY WAY C K�NS BOISE, IDAHO 83713 REVISED PLANS PER CLIENT 11/19/25 PHONE(208)639-6939 kmengllp.com z z o DATE: NOVEMBER 2025 u PROJECT: 24-108 SHEET NO. J W 0 PP .4 a � 2750 2750 Cn 00 ^ O Z O l j p •-� ^ o ^^ W o g v =o �o =0 Z =0 0 Z v 2745 2745 0 v w ^ W o ..^v �� 00 �� �� Z a0 Zu 00 o Zoe —Z� 00 00 �p `.`. 00 =p O N =oo � �o ��^ z� 00 L z� 0 0o N 00 � ao0 o cD I p °° M 000 0) zo ao ao � o 00 =o `.- : Z o _ ao I O r- 00I p ao co qt 00 o ae 07 0 of I Z L� U O 00 Z O - L� a0 0000 CD �t N Oo. O N c0 It O O LO O 00 r I Lt r- Z _L� I LE r- O Oo N �O O N O 00 � I- Co 0)(D 7 N r (o O N Co0 cD M 000 � I LE00 I W 000 I� MM^ N N ter_ N °)�M N N r- c0600 N .00^ _ N _ O I- ON r MN cDI, N MN� r, r, ��� � N N MN I� r N � 00 Co 0 00 O 00 00 M O r N p cD O N +M - N M(o I� N 2740 ON N L(� M � M . N fir' r N N +M 7 N I� O +M N H N O r ,n o o^ M N r"^ uj N N O� N N +M N +i N � FINISHED GROUND M = z = 2 z o +� o = z +M N N 2740 N r O N OIL =�NH - O N � _� m: o —=�N � - 0 001� 2ZZ Z �001�- N M N N ���j � � r 2Z 0 �1� 2Z o_ �Q 0_ N � m W N _ N O (n(n 0_ 0 - > > U W Z Z (n(/7 0_ 0 > > (n H- W O N H +� �Q 0 NH- W Z Z_ (n(n0_ 0 - U1(~n0_ ui - Z Z Qg Z Z Z OM00H �Op N � N �OO�jOI� M � NN H H - =�NH - N�� W > > (nH- WZ Z Q� > > N�- W 0 +(� _ U)M0) N H M � 0 =OON2ZZ O (nH� W > > Qg > > ��N � O =�N � Z O 2�N Z o �a� � > > > 0U) OZ Z (n(n0 OZ Z (n(nOfO - - - - - - - - - — - - - - - - - - — — — — — — U)U)� 0Z c�i��� a- > (n�� w > > NNyoZZ Z 2735 ��o oZ Z (n(no oZ Z - - - - - - - — - - - — EXISTING GROUND 2730 2730 358.8' of 8" PVC ® 0.60% 33.0 of 8" PVC @ 0.40% 2725 2725 228.7' of 8" PVC ® 0.40% 49.9' of 8" PVC ® 0.40% / --- 208.3' of 8" PVC @ 0.40% 205.0' of 8" PVC � 0.40% 2720 45.7' of 8" PVC ® 0.42% 212.5 2720 °f 8" PVC ® 1.05% 36.2' of 8" PVC ICE? 0.41% I EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT 63.4 of 8" PVC @ 0.41%j 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2715 N 00 00 00 00 00 00 N r 0) N O O N M 00 N r- � LO � cD M M M M O � M N N N O N N M tD I� 00 O N M M M M M M M M O ui M 0! I� N ul O) O) I� LO LO 00 � N � LO 00 N � 00 � M � O) � CD � (D � N LO LO LO LO LO LO LO LO LO tD cD cD tD tD CD CD tD tD t0 tD CD CD CD CD CD CD CD CD u 4 tD � u 0 Co O O � 00 00 00 I� n n n M 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 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 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 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 19+00 SEWER ALIGNMENT K 0 60 120 180 0 6 12 18 Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' 2750 2750 2750 2750 o- Z W O `. 2745 ., 0 Z 2745 2745 o V)3" C)o 2745 W =o Z o - - 00 00 00 �o �� Zo ao oloo �0 N N Z CoCo000 CD 00 r- 0 tD tD N M N I L�li N Oo p� � NN NMOpMN o N N FINISHED GROUND +r 2740 �0� � 0000 �0 NO� MI� I- D =MN O 2 ro 740 O N �° '�� N 2740 2740 M N � N N N +M D 2 N F- Z Z 0 �Q g C > �OM7NN H 2LqN � 0 NHS W > > > cNi�c~i�0 oZ _±N = z_ z_ o FINISHED GROUND N w > N N&E o Z Z Z �Q 0- >> > (n(n0_ 0Z (nH- W ZZ Z - - - - - - - - - — 2735 - - - - - - - - - — - - - - - - - - - - - - - - 2735 2735 2735 EXISTING GROUND EXISTING GROUND 2730 2730 2730 2730 400.0 of g„ PVC (off 1.08% 2725 2725 2725 g=_203.7' of 8" PVC ® 0, 2725 2720 2720 2720 2720 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2715 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2715 o 00 00 0) O O N 00 00 Cn tod n L r- N Oo 0) Co r r M 0l O ^ M N M M N N � c0 cD cD cD (D '6 cD (D Co LO � � � � � tD CD CD CD I� � � 00 00 m M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 7 N Z a 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 M O m 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+50 1+00 1+50 2+00 2+50 3+00 3+50 U z D SEWER ALIGNMENT L SEWER ALIGNMENT MOr- 0 60 120 180 0 6 12 18 0 60 120 180 0 6 12 18 z Q Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' Q Y U z a Or- APEX CADENCE SUBDIVISION \�N NAL f 0 5 MERIDIAN, ID Q�oQ�SCENSFQc�'yF�� O w PRELIMINARY ENGINEERING PLAN 16860 REVISIONS s� 11/19/25 �o ' N E N G I N E E R I N G 3 NO. ITEM DATE OF ��P �� 5725 NORTH DISCOVERY WAY C K�NS BOISE, IDAHO 83713 REVISED PLANS PER CLIENT 11/19/25 PHONE(208)639-6939 kmengllp.com z z o DATE: NOVEMBER 2025 u PROJECT: 24-108 SHEET NO. J W 0 a a 1.5' ACHD 1.5' ACHD SIDEWALK 81' RIGHT-OF-WAY SIDEWALK EASEMENT EASEMENT 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC-TBC 12' MEDIAN 21' TBC-TBC 8' PLANTER 5' SIDEWALK SLOPE TO 20' PL-PL 1' LANDING, EXISTING TYP. �\/\/\/\/\/\/ \/\/\/\/\ / //i / / / / / / / // /\//\//\//\/A\//\/i.\/i.\/i,\ ,\/,\ \//\//\//�. 1' LANDING, \/ CONCRETE TYP. 6" VERTICAL CURB 3/4"-MINUS CRUSHED AGGREGATE BASE AND GUTTER, TYP. COMPACTED SUBGRADE 6" VERTICAL CURB, ASPHALT PAVEMENT TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE STREET SECTION A ( PRIVATE ALLEY) STREET SECTION F ( PRIVATE) 6" MINUS PIT-RUN SUBBASE SCALE: NTS SCALE: NTS SECTION PL R/W LINE 1.5' ACHD 1.5' ACHD 29' COMMON LOT 38.5' RIGHT-OF-WAY TO CL SIDEWALK 60' RIGHT-OF-WAY SIDEWALK 8.5' ACHD EASEMENT 0.5' 0.5' EASEMENT y LANDSCAPE BERM SIDEWALK 3' GRAVEL EASEMENT SHOULDER 5' SIDEWALK 8' PLANTER 16.5' TBC-CL 16.5' TBC-CL 8' PLANTER 5' SIDEWALK \ \ \ \ \ 3:1 MAX. 7' PARK 7' PARK \ \ \ \ \ 10' MULTI-USE PLANTER WIDTH VARIES (17' MIN.) SLOPE TO LANE 9' THRU LANE 9' THRU LANE LANE j / PATHWAY WIDTH VARIES WIDTH VARIES �2% EXISTING \\\\\\\\\\\\\\\\\\\\\\\\\\ EXISTING 3•1 /// /// \ / 1 LANDING 1' LANDING, \\ \//\\ /\\/� \\ \ \\//\\//\\// / / P//\\//\\//\\//\\//\\// \/ \ ASPHALT PAVE MENT TYP. /� \ \//\//\//\/�\/�\ \ \�\/ \/�\/� \ .\//\ \ \ \ � / \ /\/\/\/\\/\ \/\ \/\BORROW D ITCH •/' /\ / /\ / /\ \ \\ACHD STORMWATER \\ \\ \\ \ \ \\ \\ \ 3/4"-MINUS CRUSHED AGGREGATE BASE 3" ROLLED CURB ASPHALT PAVEMENT /GUIDELINES SECTION 6" MINUS PIT-RUN SUBBASE AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE \ /\ \8200 STANDARD 6" OF 3/4" MINUS CRUSHED 6" MINUS PIT-RUN SUBBASE /\/jam W�G DETAIL 5/ AGGREGATE LEVELING COURSE STREET SECTION B PUBLIC STREET SECTION G PUBLIC SCALE: NTS SCALE: NTS 56' PL-PL 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 14.5' TBC-CL 14.5' CL-TBC 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING 2% 2% `-- 1' LANDING, /\// / //\ 6" VERTICAL CURB COMPACTED SUBGRADE ASPHALT PAVEMENT AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE STREET SECTION C ( PRIVATE) SCALE: NTS 56' PL-PL 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 14.5' TBC-CL 14.5' CL-TBC — 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING 2% 2% 1' LANDING, / //\//\\//\\//\ / / //\//\//\//\// //\//\//\//\ \ \ \// / \\/\\/\\ TYP. \/\\ \\/\\/\\\\\ \\ \\/, \%\\ \\ \\/ \ \\�\\�\\�\\�\\�\AND UTTER URB TYP. 6" VERTICAL CURB COMPACTED SUBGRADE ASPHALT PAVEMENT AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE STREET SECTION D ( PRIVATE) SCALE: NTS 0 d m N 1.5' ACHD z 62.5 RIGHT-OF-WAY SIDEWALK 3 EASEMENT O 0.5' a 8' 18' TBC-CL 18' CL-TBC 8' PLANTER 10' SIDEWALK 0 a 3:1 MAX. SLOPE TO EXISTING \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\ \\ \\ \//ii\//i\/ / / / ///\/// / / / g 1' LANDING, TYP. 6" VERTICAL CURB COMPACTED SUBGRADE ASPHALT PAVEMENT 0 q AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE APEX CADENCE SUBDIVISION ANAL w 6" MINUS PIT-RUN SUBBASE oQ�SS���ENS f Nc/ STREET SECTION E PUBLIC MERIDIAN, ID PRELIMINARY ENGINEERING PLAN z SCALE: NTS168 cl REVISIONS s� 1111925 ' E N G I N E E R I N G 9� qTF OF 5725 NORTH DISCOVERY WAY d NO. ITEM DATE y� K\N�� BOISE, IDAHO 83713 C w REVISED PLANS PER CLIENT 11/19/25 PHONE(208)639-6939 kmengllp.com z NOTE: — w STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED DATE: NOVEMBER 2025 AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING PROJECT: 24108 REPORT AND ACHD'S REQUIREMENTS. J SHEET NO. W 0 a PP .