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VICINITY MAP : 1"=11000' PRELIMINARY PLAT SHOWING L��j 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 Lu NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO S1406131700 v 51406131205 I ~ BRUNO II MURGOITIO CREDIT TRUST I 1\\ o L2 I L3+ w o o - - L1 - - - - N00°20'23"W 66.00' � — - - - - - - - - - — — � — - - - - - - - - - - - - - ' BLOCK 2 0 N00002'06"W 144.78' o- 0 100 200 300 9 G) O O O O O O 1 w �m r E Eck k�E Plan Scale: 1' = 100' a t f E t f t wkEk I p' QEE� E q.A«o S1406110451 «f . . E . S. HAWKS PERCH AVE. DWT INVESTMENTS LLC �o k f« k 276 f � •'�+ s f�ft.fft BLOCK 1 E T�\ t OF� OOk� f m f 267 268 269 270 271 272 273 274 275 t t �E ,rod �ot`i�� •`.E6) hook f�® � TP,o ++v,J Za1 « �Ot?t q0�`, �,/j•��Q4� NON-CADENCE tp T4 �roPN10°25'10„E N1a°56 ck �oE�oe �' / E CADENCE •,E t f f t t �7q�, 8s o f r "��TaE f t« P TOP t 266.88' jQ�k c /C �p6 jbot t , Q'f z6o TOP TOf roF. L7._ k �t -•=�roe E oP �� S Epp o$- t f ?, t t f t TOP S f �� �•TOP f « t Z;f -(O� « R f y f t _ m E 79 O O O O O O O 87 E �:E TOPE TO f t t k f E k;�E 80 81 82 83 84 85 86 •'�'E' E' 76 77 78 `f f?f �i01i '�` fTO1€OE«TO TOE T©���f� �\NSpFzP�N �7��fETOP E ki TOP E E t �fP� E k 258 F l INDEX OF DRAWINGS , F. «ff tfff t-t — EI : :t 257 259 O ff 262 •_'75 • 90 ,f•b E« ,E e f' 256 E i E O SHEET NO. SHEET TITLE �� ` S. OWL SUMMIT LN. PRIVATE 74 92 �'' I..; m PP1.0 COVER SHEET 94 O 93 243 254 ti 263 PP1.1 EXISTING CONDITIONS 73 142 1zz 121 k 95 245 246 BLOCK 1 252 PP2.0 PLAT LAYOUT PLAN 141 123 120 247 248 f 0. 251 264 25o O S1406110016 PP2.1 PLAT LAYOUT PLAN 72 119 96 249 QR�vP�E� 221Ef SCS INVESTMENTS LLC PP3.0 PRELIMINARY ENGINEERING PLAN 140 124 w O BLOCK 1 E S. OW �N.l 265 0 (C-C) :�fk«Efk (SV SUM O m PP3.1 PRELIMINARY ENGINEERING PLAN o 71 139 125 > 118 104 97 98 E MM�T�N (PRIV 5.0�� k E k E k E E k AT PP3.2 PRELIMINARY ENGINEERING PLAN CA f' f 7o O O a f 233 E� 222 f 172 E f t «f PP3.3 PRELIMINARY ENGINEERING PLAN w 138 BLOCK 1 126 z 117 .k 234 235 PP3.4 PRELIMINARY ENGINEERING PLAN S1406417700 O S. ASPIRATION LN. (PRIVATE) 132 �u E 99 100 101 O 236 237 171 S. ASPIRATION LN. (PRIVATE) L& G MURGOITIO LLC 0 137 127 Z 116 O O O O 238 239 240 211 212 213 214 215 216 217 218 219 220 O m PP3.5 PRELIMINARY ENGINEERING PLAN N O O u O 102 103 f f . O O 241 0 PP3.6 PRELIMINARY ENGINEERING PLAN o� 0 115 k O pp 136 128 Z '" f f t f 't f t f •L Q 0 :BL K 1 w PPL1.0 PRELIMINARY PLAT LANDSCAPE COVER N o: 242• OC v~i (D O PPL2.0 PRELIMINARY PLAT LANDCAPE PLAN ( p 34 135 129 LLi Q 231 (V I O Q O O O 230 169 I > > O 229 O N PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN �o- m 114 113 112 111 110 109 Jos 107 106 105 O 228 227 226 209 208 207 206 205 204 203 202 201 200 199 198 z 134 130 z O 225 224 w > 00- PPL4.0 PRELIMINARY PLAT FENCE PLAN O�c f 33 v 168 Q E w 133 k 131 ` z 223 Q _ > k. > Illlr f Z moo( w t f 32 Q S. FALCON EYE LN. (PRIVATE) m BLOCK 1 S. FALCON EYE LN. (PRIVATE) J 167 E Lu z tf 3 J Q w � O E 31 ) w y • . i a 166 OOOOO �E � ko . f w OOOOOOOO ° �� 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 186 187 188 189 190 191 192 193 194 195 196 197 LLi 30 165 PRELIMINARY PLAT DATA 4 . . . . ... . :.... NON CADENCE RESIDENTIAL AREA 52 °':'.::' BLOCK 185) . E k ... BLOCK 1 ��•�.: 0 29 •, ,. O �0 164 SITE DATA m O CURRENT ZONING R-8 I k S. MOUNTAIN JAY LN. (PRIVATE) PROPOSED ZONING R-15 28 184 183 182 181 180 179 178 177 176 175 174 173 163 COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 O O O O O O O O O BUILDABLE LOT AREA 2.656 ACRES �� q S1406110110 COMMON LOT AREA 0.883 ACRES `k 27 _ 143 162 MURGOITIO RIGHT-OF-WAY AREA 1.853 ACRES TOTAL AREA 5.392 ACRES i S. WARBLER NEST LN. (PRIVATE) i`.•�' . S. WARBLER NEST LN. (PRIVATE) REVOCABLE TRUST 26 . w 2 I„• OVERALL LOT DATA > 144 :•� i.;. 161 (R-4) RESIDENTIAL LOTS 16 "' 23 8 ;.' COMMON LOTS - LANDSCAPE 4 25 . :.� O a I TOTAL LOTS 20 O I BLOCK 1 l;• . O Z O BLOCK 1 O I. ; 6 145 147 158 160 10 I`. z 149 157 O MINIMUM PROPERTY SIZE 6,600 SQ. FT, o� 21 20 19 18 17 16 15 14 13 12 11 151 152 153 154 155 156 AVERAGE PROPERTY SIZE 7,233 SQ. FT. m t 24 7 t 146 I 159 O Z f �d3 / DENSITY m a� EP GROSS DENSITY 2.782 UNITS/ACRE 9 LLi t�f' W T NI ACRE 148 NET DENSITY 5 646 U TS7. t+. - C t t E ' t.F.r E« r•F f f F« f « f.F t F f t.F a f'E Flt f f• CADENCE RESIDENTIAL AREA — — — __ _ _ __ sEP EP EP EP EP EP EP SITE DATA SOO°04'35"E 1925.149�S. LOCUST GROVE RD. CURRENT ZONING R-8 t� PROPOSED ZONING R-15 M a R W R R W R W R W R W R W R W R W W W R W R W R W R W R W R W COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL, MIXED USE COMMUNITY N LINE TABLE ul H • N' LINE BEARING DISTANCE BUILDABLE LOT AREA 22.705 ACRES w FUTURE APEX I w' COMMON LOT AREA 20.664 ACRES w APEX SOUTHEAST APEX SOUTHEAST APEX SOUTHEAST L1 N00'43'55"W 62.52' RIGHT—OF—WAY AREA 2.737 ACRES 00 SOUTHEAST _ p SUBDIVISION No. 2 Z I SUBDIVISION No. 1 0 SUBDIVISION No. 1 TOTAL AREA 46.106 ACRES SUBDIVISION No. 3 (R-g) ca (R-8) E- (C-C) L2 N87'34'26"W 13.49' OVERALL LOT DATA > (R-8) w I L3 NOO°02'06"W 66.73' z a RESIDENTIAL LOTS 212 Lu O m COMMON LOTS - LANDSCAPE 37 L4 N78°25'55"E 161.21' L5 N54°55'20"E 74.17' U COMMON LOTS - ALLEY 6 m COMMON LOTS - SHARED DRIVEWAY 6 COMMON LOTS - PRIVATE STREET 4 TOTAL LOTS 265 L6 N31°51'12"E 92.01' z MINIMUM PROPERTY SIZE 3,738 SQ. FT. y L7 N05'26'52"W 106.26' AVERAGE PROPERTY SIZE 4,665 SQ. FT. I + L8 N32°08'38"W 91.83' z DENSITY GROSS DENSITY 4.598 UNITS/ACRE L9 N61'32 57 W 104.61 O g NET DENSITY 9.337 UNITS/ACRE L10 N74'59'05"W 44.02' u w Y z OVERALL SITE = LEGEND APEX CADENCE SUBDIVISION g PARCEL NUMBER S1 4061 1 0350 DEVELOPER/OWNER L.L o SITE ADDRESS 6575 S. LOCUST GROVE RD. BRIGHTON DEVELOPMENT INC. �� \OCENSf MERIDIAN, ID 83642 — — BOUNDARY LINE 2929 W. NAVIGATOR DR., SUITE 400 MERIDIAN, I D SS H� MERIDIAN, IDAHO 83642 O SITE DATA OFFSITE PROPERTY LINE PHONE: (208) 378-4000 COVER SHEET Q CONTACT: JON WARDLE 8 O TOTAL SITE AREA 51.498 ACRES LOT LINE EMAIL: jwardle®brightoncorp.com REVISIONS �, 1218125 0 r E N G I N E E R I N G gz OVERALL LOT DATA SECTION LINE �� qTF OF ��P 5725 NORTH DISCOVERY WAY NO. ITEM DATE RESIDENTIAL LOTS 228 ENGINEER/SURVEYOR 'S'<� N`� BOISE, IDAHO83713 Q z COMMON LOTS - LANDSCAPE 41 R-g PROPERTY ZONE 1 REVISED PRE-PLAT PER CLIENT COMMENTS 12/8/25 N C• Y' PHONE(208)639-6939 w COMMON LOTS - ALLEY 6 SURVEY CONTROL NOTES KM ENGINEERING kmengllp.com z 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 Digitally signed b DATE: DECEMBER 2025 o PHONE: (208) 639-6939 g y g y TOTAL LOTS 285 - COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL CONTACT: LACHLIN KINSELLA, P.E. PROJECT: 24-108 COMMON LOT (LANDSCAPE) NAVD88 DATUM. LaChlln Kinsella, P.E. ( ) EMAIL: Ikinsella@kmengllp.com J .0 REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. Date; 2025.12.08 SHEET NO. LJJ N 11:42:51 -07'00' P P 1.0 a 0 80 160 240 Plan Scale: 1" = 80' I S1406131700 S1406131205 I S1406120601 BRUNO III MURGOITIO CREDIT TRUST I DISCOVERY SPOKANE LLC \\\\ 8 - - -- - _ __- - - \ _-� - - - - -= =_ -- - - - - - • -2738 - -_� I C - - - - - - - - - - \�T —�- - - - - - - - - - - NW I —2737= o �� uj I L � —_ I w 735— 73 5 l Y I \ OIII S1406110451 DWT INVESTMENTS LLC 7 �j /� 2� \\~ 30' PRIVATE ROAD EASEMENT I I PER INST. No. 97103342 /o N Dp \ �� �—toE-RAWS�� 4 / N I _ Lu ` �� —� 1 �' 3P TOP �_T =—N CANAL�� T�— I, -- lop TOP_ _ _TOP W 4 / P —wATK S RA/ _-2735— I o I20' ID POWER EASEMENT C 10 I � \ 4 PER INST. No 99085303 � � I I S1406110016 SCS INVESTMENTS LLC S1406417700 L& G MURGOITIO LLC I 5 0 4 I / T T I I9 1 I � — I\ 4 � I \ 2j36 �N II I \ . ;.•� e KEYNOTES TYPICAL N II I J I •..;: L 1. RETAIN AND PROTECT EXISTING FENCE. III I I I I I 2. CONNECT TO EXISTING WATER SYSTEM PER II � I i I PRELIMINARY ENGINEERING PLANS III 51406110110 I I 3. CONNECT TO EXISTING SEWER SYSTEM PER I MURGOITIO I I PRELIMINARY ENGINEERING PLANS. III I REVOCABLE TRUST I I 4. IRRIGATION DRAIN TO BE RELOCATED AND PIPED III C I I PER PRELIMINARY ENGINEERING PLANS. 5. GRAVEL ROAD TO BE REMOVED. ACCESS TO 5 �I II �1 I I ADJACENT PROPERTY SHALL BE MAINTAINED II I I ER r-I I I DURING CONSTRUCTION. X I 6 N IIII I I 6. RETAIN AND PROTECT OVERHEAD POWER. II I I I 7. RETAIN AND PROTECT RAWSON CANAL. III I I c� I II 3 II D ` II 2j38 IMPROVEMENTS WITHIN THE BUREAU OF z m I m I \\` a II d3 / i I RECLAMATION EASEMENT WILL REQUIRE APPROVAL O II `I z o = 3 I ^� I I 1 m I FROM THE BOISE PROJECT BOARD OF CONTROL a II 9 I \ D I l\\ IQ i AND BUREAU OF RECLAMATION. N J I �f \ 2 I \,� I 8. REMOVE HEADGATE AND IRRIGATION PIPES. _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J- - - - - - - I� - - - - — - - - - - - - - - - — - - - - - - - - - DEVELOPER SHALL COORDINATE APPROVAL OF — 2737_ — — EP-2737 P �� =E� E� =E P — 0 273g_ T T T T T T T T T T T T 2738 _ DEMOLITION WORK FROM BOISE PROJECT BOARD g - „ „ » „ — 2�39- — RECLAMATION. S. LOCUST GROVE RD. M zL M zt M z� �;-- OF CONTROL AND BUREAU OF RE T C 12"W 9. REMOVE GRAVITY IRRIGATION PIPE. z _EP •o . ' • ` ' ' • . — — 10. TREES TO BE REMOVED.R W R Jill — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - O t� 1 GI 12'GI I I „0ill n f..0 L Id,O l oPill N N z tz ° �, :I I -I I w I LE E D APEX CADENCE SUBDIVISION NAL OLL �' O I G N SS\O £Hc wv z I I w APEX SOUTHEAST APEX SOUTHEAST I I zO° — — BOUNDARY LINE D I WATER VALVE MERIDIAN I D �c �CENSF ��' F m APEX SOUTHEAST I I I m� I , O X I 0 SUBDIVISION No. 3 SUBDIVISION No. 2 SUBDIVISION No. 1 w ADJACENT PROPERTY LINE FIRE HYDRANT '� (FUTURE) I I - I ^ I EASEMENT LINE WATER METER EXISTING CONDITIONS z — — — — f; w WATER LINE (SIZE AS NOTED) IRRIGATION VALVE REVISIONS �, 12/8125 0 Z — I w . S• — 3$ ` _L ,L I IRRIGATION MANHOLE y �97� \�Q� v E N G I N E E R I N G NO. ITEM DATE Cj� BOISE IDAHO 83713 21 M >V s SANITARY SEWER LINE (SIZE AS NOTED) O C� OF 5725 NORTH DISCOVERY WAY a � s 27g7 ••. — — — OS SEWER MANHOLE �/ �N - - - - - - - - - - - = „s� ssi w I I Al I — — s� S sl s,st s, � SD STORM DRAIN LINE (SIZE AS NOTED) 1 REVISED PRE PLAT PER CLIENT COMMENTS 12/8/25 N C• K PHONE(208)639 6939 Q „s� „st „s� s„s� s„s „st s,st 2, 3g M e ® SEWER CLEAN—OUT u 8 8 M 8 M„ M 3 ci GRAVITY IRRIGATION LINE (SIZE AS NOTED) ssco kmengllp.com z 8 SAND & GREASE TRAP — •• — — — — — — — — — — — — , Pi PRESSURE IRRIGATION LINE (SIZE AS NOTED) ® CURB INLET77 DATE: DECEMBER 2025 \ r FP PROJECT: 24-108 > !* .FI I .' I I' I I 1 I EDGE OF PAVEMENT STORM MANHOLE J / I I I I I co DITCH REMOVAL LIGHT POLE SHEET NO. L u P P 1 1 � W W W W W W W MATCH LINE - SEE SHEET PP2.1 W W W W W W W W W W W W W IIIIIIIIIIIIIIII EI IIIIIIIIII EI mob W W Edo topt mim W 006 W ibm W llllllllllmW bmt wing W- IIIIIII miI IIIIIIII mi I_ I_ moss mm IIIIIII miI IIIIIIIIIIII, IIIIIII_ I_ I_ IIIIIIIIIIII, IIIIIIIIIIII, IIIIIIIIIIII, IIIIIIIIIIII, I_ W W W W W W W IW W W W W W W W W W W W 7.88' 22.1 1' 4.69' W W 1 92.53' 20.34' 55.58' 50.19' E. SPIRE LN. 1.81' W W 1,264 SF O , ° W W 223 W W W V112.31', W W W W W W W W W W W W LL W W W W W W W W W W Z42 5,987 SF V' R4pp'y W W W W W W W 18.50'v W W W W W W W 117.86' 96.20' , O 94•p0' W W W . 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W W W W W W �35,025 SF W W 3 71. co, 1 1.61' W o O o .• d O o� 0 65 0 , 0 39 0 0 13 o W 31,305 SF/� W W W W W W W W W W W W W Rd' W W . 3,760 SF °' 3,760 SF p 3 15.31' W 3,760 SF 3,760 SF I 5,520 SF W W W 3U 5' W W W W W W W W W_ �-♦� W W W W W W W W W W W W W W W oO' W O O W W ♦ '� a • W W � � � �� o 0 94.00' ro 94.00' 94.00' 94.00' -W�W W W I W W W W W W W W W W `v W O 96 97 W 0 0) .d 0 0 0 0 0 0 W W 13.49 2� 0, 99 3,758 SF �i 0 110 0 64 40 ����W W W W W w W W W W W J W O W c O W W 0 0 •, O O 1 15.00' W W 0) 16' '"> co' W 4,541 SF 3,760 SF W o r� o 0 0 0 , o o W W APEX SOUTHEAST 1 n�2 0) ^ o 7.09' 't 3,760 SF t 't 't 0 o W W W W W W W W W W 1�Ik• 6 W W 93.1 1' 3,760 SF 3,760 SF o '14 O W W 3 SUBDIVISION No. 2 19.58' W W \ ((� 87 95 W W W W W W e , 00 94.00' ` 't W W (R-8) W W W W W W �. W W W W W 36.89, W 94.00' t 94.00' 5,520 SF W W N W W W W 275 6,791 SF 1,118 SF 50.00' 40.00' W W 86.00' W W W d 0 111 0 0 0 o o O W W 6 W W 19.32'W W W W X s - e, o o 0 63 0 0 41 0 1 15.00' W W W 8,809 SF 0 N °27.65' s.• ,1 • 104 12,011 SF e• •d 3,760 SF t It s° 3,760 SF s 3,760 SF 0 0 W W W W W 55.11' W rn 1 13.67' • ' 3 z o o W W 13.23' 40.00' a40.00' , 40.00' ° 40.00' 34.44' W �� e 94.00' � 94.00' 94.00' 06 15 00 p to 13.13' cp„ 0 0 w 0 0 • 0 0 z It � W W oc N in A .ee 5,520 SF 86 N N W 5.60' W W W Q 0 112 0 w o 62 0 0 42 o J W W w I o) E.ADLER HOF ST. 1 10.00' 6,134 SF `r W o 0 0 0 0 W W o 3,760 SF 3,760 SF 52 3,760 SF w 1 15.00' W W W W Ci_ 26.65' 5.72 o 0 0 0 0 o z W W 10 I 0 94.00' J 12,279 SF o 0 W � C7 3 121 4 120 � 119 118 117 116 M 115 cfl I 94.00' 94.00' o O o \ 0 274 o) rn rn rn rn rn co. 0 o Q w 16 cD 0 110.00' o O o w o 0 0 o w W W 00 N cD LO 1,490 SF 3,760 SF 3,760 SF 3,760 SF 3,760 SF 3,759 SF 1,942 SF 113 3,760 SF o 3,760 SF 61 0 ° 0 43 3,760 SF 0 co 't W 0) 96.05' 26.36' r� s o o vi 5,520 SF 6,600 SF o o o , o 0 oc W W U 15.00' I 1 1,656 SF V) 85 006 45.22' W 94.00' 8 48' 94.00' 94.00' W W co 5,280 SF W W W 0 0 o 0 1 15.00' W W v1 1 15.35' 1 10.00' W 3 W W W 114 1,399 SF W o O W W o o W W O o vi W W 40.00 40.00' 40.00' 40.00' 40.00' 1,880 SF 60 44 1,880 SF o 0 3 5.05' 14.65' 10.21' o W W o o W W o 0 17 0 W W K 110.00' 20.00' 77.56' 10.21' �•♦ o6 O °6 W W 0 0 22.44' 94.00' 94.00' W W 0 9.94' 14.98' S,520 SF 2O o 273 0 84 0 _ E. GRAND CRANE LN. _ — 9.9� 0 59 0 0 45 0 t0 7,644 SF (0 7,260 SF 00 00 0) 94 00 0 s o 0 1 15.00' W W W W 5,280 SF 81,673 SF 9•94' I 3,760 SF 3,760 SF W W 3 9.94' , W W 3.35' 110.00' 10.21' 10.21' 94.00' ,. 94.00' 0 18 0 W W 06 06 1 15.68' 1 10.00' 0 W W 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 0 58 0 0 46 0 I 5,520 SF W W cD 83 0 o 0 0 0 56' WWWW I 0 0 0 00 W 3,760 SF 3,760 SF � W W 0 O o 0 272 5,280 SF W 56' 1 15.00' W W o W o 0 0 0 0 0 0 0 0 0 94.00' 94.00' o o W W 6,933 SF c° C° 6,600 SF �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 rn 126 0) 127 0) 128 0) 129 0) 130 0) 131 0 57 0 •s 0 47 0 00 5,520 SF W W W W PRELIMINARY PLAT NOTES 0 w 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 1 15.41' 1 10.00' in 82 0 W 3,760 SF 3,760 SF W W s I I 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES BLOCK 2 BLOCK 1 O 1 W 115.00' W W I 1 1-26-3 FOR THE R-15 ZONING DISTRICT. 0i 5,280 SF 16.44' W 94.00' 94.00' W W 0 0 0 M 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'. 0 56 0 •s o 48 0 0 20 o W W W W 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATION AND WIDTHS TO BE DETERMINED WITH FINAL PLAT. (D 0 1 10.00' o s ' '- • e • 0 • o 0 06 a6 7,607 SF 7,260 SF ,.� 0 d • 4 sa132 7,058 SF • 4 , o 3,760 SF $ 3,760 SF 5,520 SFIt W W 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE O Q 0 • • d ° • • , a ° ♦ , o W W ,` 81 0 N ' s • N 94.00' 94.00' W W 3 CITY OF MERIDIAN. W 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' o o ° 0 0 115.00' W W 5,280 SF 16.44' 16.44' o 0 0 o W W 1 15.10' 60' 1 10.00' W 55 s•• 49 0 0 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 14.65' S6 W o o ` 0 21 0 W W i 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET CITY OF MERIDIAN REQUIREMENTS. 1 10.00' I W 3,760 SF , 3,760 SF 06 o6 W W S1406131700 0 W o� 0 0 0 0 0 0 0 0 0 � W W 0 5 0 0 270 in 0 o N o 0 0 0 0 0 0 0 5,520 SF o O o o O 0 O O O O O O O O O 94.00' a'• 94.00' W W I 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL BRUNO cD cD cD gp 0 142 N 141 0 140 0 139 0 138 0 137 0 136 0 135 � 134 m 133 � 0 0 0 00 W W 3 6,898 SF LLi 6,600 SF Sri C6 r- rn rn rn rn rn rn rn 0) rn ao 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 Q 5,280 SF °• 't 5.06' rn o W W I OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS = I, W W 94.00' 93.42' N 0) W W CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE 1 14.83' c� 1 10.00' 6.00' 22 W W 2.65' 1 10.00' R50'y 5.62' W ^ ,� w p W W 1,587 SF 53 • s , 51 1,494 SF o ,n W W IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF'. a o c,, 34.44' 40.00' 34.00' 40.00' 40.00' 40.00' 40.00' 40.00' 10 48' 6,287 SF 0 0 0 0 0 79 '0 28.93' a W W o O o Y o 269 °0 U` 9 94> I 87.50' 72.00' 29.50' Rsp,"� 122.32' W W 6. DIRECT LOT ACCESS TO E. LOCUST GROVE RD. AND E. VIA ROBERTO ST. IS PROHIBITED. J (.0 ( 5,474 SF 13.59' \ 10.21' 16.98' 16.98' W W W W W W W W W W I z X C° 7,569 SF `0 `° 7,260 SF E. ACME LN. 10.21' 17.63'W W W W W W W W Q 21.22' _ _ _ _ _ _ U, 20.00' _ 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, = 15.35' 1 10.00' 18.58' -o' 75.08' 0 56.44' W W - BLOCK 1) ARE SUBJECT TO A BLANKET UTILITY EASEMENT FOR THE CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, 11: vi 10.00' 10.00' �` o W W I STORM DRAINAGE, AND PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS 0 7.44' �jS 23 2,687 SF o 114.52' 110.00' 0 78 o W 14.14' 14.14' W W I AND EGRESS OVER SAID LOTS AND SAID PERPETUAL EASEMENT SHALL RUN WITH THE LAND. SAID LOTS ARE PRIVATE U 00 W 3 9' 40 W W STREETS OR ALLEYS AND MAINTENANCE FOR SAID LOTS IS AS PROVIDED FOR IN THE COVENANTS, CONDITIONS AND LL Ci 5,280 SF W 9.6 48.00' 50.44' W 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 37' 48.00' 48.00' W W 0 0 0 ,,� I RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE STREETS AND z o 7 0 0 268 75 �' W W 81' W W 9.92' W W W W I ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS 0 o O o o O 10.00' CD 6,863 SF `D <0 6,600 SF M 1 10.00' 2,417 SF �. W W a, W W I CONSENT OF THE CITY OF MERIDIAN. THE PRIVATE STREETS AND ALLEYS SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. 00 co cfl �n V7 N O _ W r.0 rM W W W N 77 0 W W W z W c0 W W I 8. LOTS 8, 23, 75, 147, 158, AND 259, BLOCK 1 ARE SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVES. SAID z 1 14.25' 1 10.00' � W 0 rn o W z W i� LO i i o a, in N 0 24 `� W W COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOTS 5,280 SF 73 rn cD O 6.38' W o cD N 00 rn M rn g W co 't 72 71 06 6.38' W p 34 0 33 32 31 nj 30 Oj 29 rri 28 7 27 26 �j 25 8,618 SF W W ARE ALSO SUBJECT TO BLANKET ACCESS AND UTILITY EASEMENTS FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND O rn 20.65' N 5,743 SF 0 W W PUBLIC UTILITIES. U 5,649 SF 5,967 SF Q o W N N N N N N N N N N W W Z 8 -0) M 267 1 10.00' 25.00'W W 70 oC W 5,777 SF 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 Y I a z O cCDD c00o 7 5808 SF 0 76 W W 2,560 SF Q 6.38' W W W W W W 7,630SF I APEX CADENCE SUBDIVISION W W SS\pN A L C* L.L O 0 W W N W 28.11' W W A I W W W F I �� ENs '��r N 1 13.79' 1 10.01' 135.SF `n C 135.01' W W 48.00' 48.00' 50.44' W W W in 6.38' N W W MERIDIAN I D ( n••\��1 W W 13.94' W W W W W W W W O, W W W W W W W W W W W W W W �. W W v, W 00 � W 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 36.44' W W W \ F � W W W l 7 , 2,798 SF W 2,710 SF 266 W W W W V W W W W I W W 74 W W W W W W W v W W M 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 O J NL W W W 13.54' W W W W W Ni V' W W W W W W W W 9,53OSF 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 W W W W W W W W W W I PLAT LAYOUT PLAN - -W W W W W W W W W W W z 96.70' 20.27' 93.49' 296.15' 20.51' 558.60 8 O O W W W W W W W W W W W N 20.51' 3.51' 20.27' 15.41' —R7w= REVISIONS s� 12/8/25 �o E N G I N E E R I N G �0 9TF OF \�P � 5725 NORTH DISCOVERY WAY Z `C14n M — E.VIA ROBERTO ST. NO. ITEM DATE ti S� BOISE, IDAHO 83713 w — — — — 1 REVISED PRE-PLAT PER CLIENT COMMENTS 12/8/25 PHONE(208)639-6939 kmengllp.com z zI DATE: DECEMBER 2025 0 PROJECT: 24-108 S1406417700 J L& G MURGOITIO LLC SHEET NO. W N - - PP2.0 d 0 60 120 180 Plan Scale: 1" = 60' I II II II — — S1406110016 S1406110110 SCS INVESTMENTS LLC MURGOITIO REVOCABLE (C-C) TRUST — II I (R-4) II I II I I 18.63' 18.11' 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'�, 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 49.00' 29.00' ?+ I 81 W W W W W W W W W W W W W W W W W _ Y 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 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 J W W W W W W W W W W W W W W W W W W W W W O Z O W W W W IW W W W W W W W W W W W W W W W � N•) N � Q r W W W W W W W W W W W W W W W W N 26O O O M O Q W d• �• W W N O O) I� O �(•� N W W rill O 0 261 0 262 0 263 0 O O 6 M H- � O � O � O r O ^ O 0" O 163 N 162 161 160 M 159 C 264 265 W w Q W y 0 169 168 167 166 165 164 _ W \ V y W W W W W W W W W W W W W W W 6,772 SF 5,317 SF 5,302 SF 5,287 SF � 6.38' y Q �_ �_ �_ y y 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 6 3Q. < W W I \ 249 3,530 SF UU 3,507 SF � W W W W W \\ W W W W W W W W W W W W N � W W W W W W W W W W 149,028 SF�' W W W W W W 48.00' 48.00' 48.00' 3.38' W W (6 V) W W 13.61' W II W W W W W W W\\ W W W W W W W W W �� W W M I W W W W I W W W W W W W Je W W W W W W W W o .O 3-1•B4' 44.62' ., 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 42 30, 48.00' 48.00' y O O+ W W 48.00' M 259 4,579 SF �� 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 W W W W W W W W W W W W W W W W W 44. 2, ��. —21.50' — 21.50' gg 048 SF E. 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CONNECT ONNECNLT ET£S OH �cCo/(E T X ISYQ T PINGI C WATE R SYSTEM. M .PII n 5 OS Q 2. STUB WATER MAIN FOR FUTURE EXTENSION. Lu SEWER ALIGNMENT"A"- RIM:2738.43 RIM:2736.78 REFER TO PP3.2 FOR PROFILE 3. CONNECT TO EXISTING SEWER SYSTEM.8" i SSMH #12 (48-INCH) 0DEPTH:13.8' � DEPTH:12.8' E. ADLER H RIM:2736.81 INV OUT:2724.64 8" (E) INV IN:2724.08 8" (S) 4. STUB SEWER MAIN FOR FUTURE EXTENSION. 8"SDEPTH:11. +' M 48-INCH)INV IN:2724.08 8" (W) 12 117 116 115 � W 5. FUTURE ROUNDABOUT LOCATION PER ACHDINV IN:2725.45 8" O `� R27370INV OUT:2723.98 8" (N) INV OUT:2725.35 8" (N) 328.9' of 8" PVC ® 2.23% m MASTER STREET MAP.138.7' of 8" PVC © 0.40% co DEPTH:9.1' SEWER ALIGNMENT' O 0 REFER TO PP33 FOR PROFILE INV IN:2728.45 8" (S) 6. PROPOSED ACHD STORM DRAINAGE EASEMENT NV OUT:2728.35 8" ( )SEWER ALIGNMENT"J 7. WATKINS DRAIN DITCH TO BE PIPED.REFER TO PP3.4 FOR PROFILE 14 60 44a E GRAND CRANE LN D 8'+00 2+00 943+00 4+00 +O 8f 81.S 8" WIS 4-8"S LO 326.9' of 8" PVC 1.28% W + CL PRELIMINARY ENGINEERING NOTES t 312 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE LOOPED THROUGHOUT O U T SSMH #26 (48-INCH) INC THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS IN S. LOCUST GROVE RD.SSMH #19 (48- H) 7 ARIM:2737.10 RIM:2737.36 DEPTH:8.2' 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY THE DEPTH: . ' o t INV OUT:2728.90 INV IN:2721.58 8" (S) EXISTING SANITARY SEWER MAIN IN S. LOCUST GROVE RD. AT THE INTERSECTION OF E. BINGLEY ST.m oo _ INV IN:2721.58 8" (W) 247.9 of 8 PVC @ 0.60% 3 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE DETERMINED WITH THE FINALao PLAT DESIGN PHASE. 56 - 48D INV OUT:272148 8 (N) N 0 20 +132SEWER ALIGNMENT"I" 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO REFER TO PP3.4 FOR PROFILE O 00 y DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. PI 1 PI 264.0 of 8 PVC @ 0.40% co N D MAINTAINED BY ACHD. ALL OTHER ALLEYS AND STREETS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE IL 133 HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. vi 5. E. VIA ROBERTO ST., S. HAWKS PERCH AVE., AND E. ADLER HOF ST. SHALL BE PUBLIC STREETS OWNED AND 142 B B 4 9 8 3 _ RIM:2738.13 S1406131700 � DEPTH:8.2' SSMH #14 (48-INCH) SEWER ALIGNMENT"C" 0 50 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS AND STREETS SHALL BE COLLECTED AND ROUTED TO STORM RIM:2738.09 REFER TO PP33 FOR PROFILE o INV OUT:2729.94 8" (N) FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE AND PUBLIC STORMBRUNO SSMH #25 (4INCH)DEPTH:8.2' i 1il1 nuSSMH #13 (48-INCH) 00.2 of 8" PVC RIM:2738 FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. INV OUT:2729.88 8 (NW) 0 2 . 8 Co DEP w 00 BLOCK 2 FL IN:2729.74 8 (SE) 51 AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE.1-11 RIM:2738.12 DEPTH: O1' N 7. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE APEX SOUTHEAST SUBDIVISION I INV OUT272 I PRESSURE IRRIGATION IMPROVEMENTS. THE PROPOSED PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY Q INV OUT:2729.64 8" (N)�' f.W 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN z U - 12+ or- 9 O 8. +00 12.W3+00 8 CONSTRUCTION NOTES: DRAINAGE, SEWER, WATER, AND PRESSURE IRRIGATION.w _E. ACME LN2 O a z 22.0' of 8" PVC @ 0.64% '1 8's 8"S 23430.9' of 8" PVC @ 1.35% � S 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED DURING THE FINALN +001 1+00 10+00 1+00 9+ 1+00 s PLAT DESIGN PHASE. UQ aa 10. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE EASEMENTS SHALL BE DETERMINED DURING THE FINAL OPLAT DESIGN PHASE. 00 (SSMH #21 (48-INCH) �238.0' o " .0' of 8" PVC ® 1.05% 0 1 11. THE STREETS AND ALLEYS SHALL BE CONSTRUCTED PER THE STREET SECTIONS SHOWN ON SHEET C3.6. THE SSMH RIM:2 737.28 SEWER ALIGNMENT"D" INCH) SSMH #24 (48-INCH) PAVEMENT SECTION THICKNESS SHALL BE DETERMINED DURING FINAL DESIGN.SSMH #34 (48 RIM:2737.72 > DEPTH: RIM:2736.80 REFER TO PP3.3 FOR PROFILE RIM:2737.82 z RIM:2737.92 75W DEPTH:8.2' z INV IN:2723.65 8" (S) DEPTH:14.2' WDEPTH:8.0' DEPTH:8.3' 12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING FINAL DESIGN. O INV OUT:2729.52 8" (E) ooINV IN:2723.65 INV IN:2729.66 8" (NE)" " INV OUT:2729.88 8" (N) a 0-- Q WINV OUT:2723.55 8" (E) INV IN:2722.74 8" (W) INV OUT:2729.56 8' (W) 13. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE DETERMINED DURING THE FINAL DESIGN PHASE. N INV OUT:2722.64 8" (N)1+0 APEX OIF N CADENCES SO LL- N 1 P �IW SFPI 'pi Pr-;- PI PI PW PI MERIDIAN ID GI. ,GI Gt w �I GI GI G �I G� PRELIMINARY ENGINEERING PLAN O SEWER WW W I. . W . . W REFER TO PP3.5 FOR PROFILE 2 8 0 REVISIONS 1218125 12"w 12"w 12"W 12"W y9 E NG I NE E R I N G � o E. VIA ROBERTO ST. NO. 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M (o 1 0 o c0 00 o OMOo1- +r = Z Pr)�_ N NN N 00O Co LL I Q � � MM _ 0 L0 � r M" NN N �M� N a00 0 � O Sao N r�- O0 0 rnr� � � � 4 (N 0 � N +SON Z Z +I� =�NH — 0 0 00 c0 _ �0 �00 cDCD 00 'tL0� orr N M00(6 N rM N N (O � �(D� � I� I� o��"') 0N r ��0^ 00 N �� O) r r NN ��� rrr Lpr600rr _� 0 2740 2740 ��N � O �a � > > N00,6 r, N M N N 00 �O r N N �r2ZZ = Z rr2Z � «j O � O +�� 0000 NN � N D =�N � — F:-: �- (n H— W (nH� w > NN� OZ Z ��r7 � N H N NN H N (0 �— NN N N � - - 2�(y O 2Z -�N O Z +I� O M � —4ui � 0 NN N 0000 'tI-- r N rN�j � I� r +M7NN H g 0 CL 0_ (n(n0_ 0 — =+N = Z 0 +r2ZZ OO� � N H 6)r�j � rr �� NN H �r� � NN H Or = ZZ Nr = ZZ = (nH� W » > NH� w > > �Q� W > > XH� I,J > > =LNG - - 0 +I� 00 NN r7 � O +� =�N 0 =�N 0 ZZ Z Z Z NH— W Z Z �Q a_ > �Q o =(ON = Z 0 +`- D +r = zz p =rnN � ZZ p FINISHED GROUND - - gQ - - cncn0 0 - - — cncno o — — �n�n� oz z wcno o — — NNO_ Oz Z ~� wZZ Z �Q C =rNCL 0 �OON0- - - U) O_ » > NN� OZZ Z NN� uj OZZ Z _ - - cncno o - - — v)�— w > > � .. .. a tn�� w » > cn�— WZZ Z — — — r — — — — — — — (n(n 0_ O Z Z Cn LJ > > > N N 0 O Z Z Z En cn 0_ 0 — — — — — — — — — — — 2735 — - - - - - - - - - - 2735 EXISTING GROUND 2730 2730 326.9' of 8" PVC ® 1.287 22.0' of 8" PVC @ 0.64% 2725 2725 I 157.7' of 8" PVC © 0.40% 77.5' of 8" PVC @ 4.057 157.0' of 8" PVC © 0.40% 2720 2720 175.0' of 8" PVC ® 0.40% I 185.5' of 8" PVC 0.40% 103.5' of 8" PVC CW 0.41%6 224.5' of 8" PVC C� 0.40% 42.6' of 8" PVC ® 0.42% 70.9' of 8" PVC ® 0.41% ' � EXISTING GROUND CENTERLINE OF SE R PIPE ALIG MENT I 2715 83.5' of 8" PVC @ 0.41% FINISH GROUND CENTERLINE OF SE R PIPE ALIG MENT 33.4' of 8" PVC © 0.42% 2715 M 0M M (M0 M (Mf M M M MM U-)M NM M M M OM MM MM NM NM 0) 0) r 00 M 0) LO (D O (D (D rI� to to (0 O O K) N (D r 00 r(OO N O 00 (.0 00 � N 00 O) 00 M U-) r 0) OM ( M 0) M IC! 0) rn O () () O Ir- (D c6 (0 00 (-0 c6 6 6 6 ( ( ( to M M MM toMM MM Mto to M M M M M M M M r r n r r r ^ n r r r r ^ r ^ r r r r n r n r r r r r r N 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 (V 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 o z o ^..� ,. w z o ^� =o 2745 0 w � �- _0 v: Z o 2745 =o co 0 N —=O po 00 u Co 00o _ Co U O U Z ' Z 0 O O Z WCo O a0 Co ZI w 00 ao O M 0 0) 0 (O (0 Co I W (0 coo in r 00 N I04 4 (0 p 000 (O It 00 N 00 0 N 00 M' 00 00 � _ r N N LO0(pCorr N 0' 6 O (O�r� 'pN N Co N (0 PO O NN H � O N �N MIS �N ON +I� 2740 +� 7 �cao (rir N 0r � (1 +� = Z =,.NCO 2740 a o > > > _ +r = z =N N Z 0 FINISHED GROUND m Q > > (n o Z cn�_ w N am — m Q o- U) cn cn o o z z z �Q� CL > to�� w Z Z cn cn o o z z V) w (n(n� 0 — — NNO O Z Z — — — — 2 — - - - - - - - -735 2735 EXISTING GROUND 2730 2730 247.9' of 8" PVC ® 0.60% 2 318.0 725 ' of $ PVC @ 2725 2720 45.7' of 8" PVC @ 3.92% 2720 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 (D (D (D (D (D M � o N N to (O 0o o N N (D 00 0 (O (O (D(D (D (D (D D 00 m 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 Z to 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 d 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 d U z SEWER ALIGNMENT B 0 60 120 180 0 6 12 18 z Ed a Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' Q Y U Z a DC APEX CADENCE SUBDIVISION LL O MERIDIAN, ID �� \CENSF O Z PRELIMINARY ENGINEERING PLAN w z 80 REVISIONS s� 12/8/25 �o E N G I N E E R I N G 3 NO. ITEM DATE OF ��P �v 5725 NORTH DISCOVERY WAY C K�NS BOISE, IDAHO 83713 1 REVISED PRE-PLAT PER CLIENT COMMENTS 12/8/25 PHONE(208)639-6939 kmengllp.com z z DATE: DECEMBER 2025 0 U PROJECT: 24-108 SHEET NO. J W 0 N PP3.2 d 2750 2750 2755 2755 N z ^ 10:: w o 2745 v Z o "`" =o v Z o `" 2745 2750 2750 oZ 00 i� °° °� 0o U o o0 Z.. 00 U- U 0 _ 00 00 o 000 00 Z 00 00 I IWi 00 °� � 10LO Ln 000 � � qtco Zu- 00 00 0 rn`,° rn �o � � N �� coo �N N w O O O O N (V N rl N 00- rM Ki N N O r-^ r O (n �O 4 4 Cn ZNZ�Oij � NN H 00'00NNN I� � NrNN N NN� NN Z UO �' 2p v Oc0 Choi +r- O N�6 tr- , N N�� � NN � +"' � D 2740 2745 =o i3: Z_o � °° Z .. 2740 M � � � N 2U�N � ZZ o I�M � NN +M � �� = o Co 2745 cD O'p l, l- l, O = Z Z = N 0 U I UL to +� NN H 2a� uj� ZZ Z +� 2ZZ o �QN � - - o (nH— W TOLL _00_00 Coo co Cn 00p O Co u N N o' o — — _ FINISHED GROUND tea ° » > U) > N N CE 0 Z I w rn N Cq (n H_ W (n 0 0 Lu Z Z Z Op 0 (o N 6 0) Q p Z Z Z (nHQf W » > OoC CV N N +n OJ N `N N�� N�� O Z Z Z N — — — — — — — — — — — — — — — — — — — — I ` — — N — — — — — — — — — — _F c H — — — — — — — — — — 2735 - - - - - - - - - - - - _ 2735 2740 N+� = ZZ ? a > O> �r7N � 0 2740 EXISTING GROUND N w > > FINISHED GROUND cn cn o o Z Z N N FE wo Z I I NN� 0 - - z 2730 2730 2735 — — 2735 3 13% EXISTING GROUND PSG 1g'I 2725 2725 2730 2730 200.2' of 8" PVC @ 0.40% ' 264.0' of 8" PVC ® 0.40% I 2 B 0' @ (I of $' PVC 408 of 8 . 2720 2720 2725 23a� 2725 22.0' of 8" PVC @ 1.05% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT EXISTING G UND CENTE LINE OF SE ER PIPE ALIG MENT 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2715 2720 FINISH GROUND CENTERLINE OF SE ER PIPE ALIG MENT 2720 cD M OM Cr7 0M0 M Cr7 M Cr7 n M M M 6r7) KM) r7 � � U) r7UM) r7LO r7 Or7r� r7N OM ( OCoM �O 0n NO 00 O r CD (oO 0) 00) O O r- O LOo r- rD r- 00 6) O O 't 0 00 O 0)U O (D U (D (D (D n n (D O (D O (D O (D (D (D I� DO r- to ro M M M r7 rr1 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 o 2745 =o v Z o v Co 2745 2745 0 �v ^(n =o 2745 2745 ^ Z 2745 zo 00 U- Co Co Co �0 Co =o Z �o ao 0 ^^� =o Z9 o �) �o ao 00 0 Co 0 00 LO LO - z o Co 00 o Z o I LL o o ^ eo Z i- �00 N O0MONN N �0r7^ OO ON 000 I, � �LL 00 00 O 00 Z� 00 00 r- —0C14 LL � OO17 ��� Lo N N H O� C N N N �0 co N 0)- r- I O r L N 2740 cy 0� 0 P,0,ri LO r, r, �N rn Co o U� U� o o +� _ � =�N zz 0 2740 2740 +� = ZZ D_N�o LO� � ", +� � 2740 2740 0'tm N N6c6c4N 2740 _�N H 0 �Q� � >> > _�N H — — O MM 7 N D 2�N = 0 Co0U•j 't n n �`� _ FINISHED GROUND N u— W Z Z Z Q " + = z o O N N +� N�4w > (n 0 - - — cn�� w » > =�N � — o FINISHED GROUND �Q� � > +r =r•)N � 0 cn cn o o z N N&E o z z z •• •• cn _ w z = N = z z o FINISHED GROUND Q " o- cn�� w » NNO_ 0 — w > n cn cn o o Z Z N W > > > cn cn o 0 - - - _ NNO_ � ZZ Z 2735 - - - - _ _ - - - - - - — 2735 2735 — - - - - - - - - - - - - - - - - - - - 2735 2735 - - _ 2735 I EXISTING GROUND EXISTING GROUND EXISTING GROUND 2730 2730 2730 2730 2730 2730 328 9• 2 3p% of 8„ pVC © � 2 of a PVC ° 2725 2725 of $ Pic 2725 2725 2.23q 2725 2725 3p6.3' 2�p.5 I 2720 2720 2720 2720 2720 2720 LJ \-36.0' of 8" PVC ® 4.00% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT 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 2715 FFINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2715 0 0 0 0 o r� n 0 Ln 0 Ln Ln o co rn rn 0 It o M N Cn O r in Ln O O r O r O 00 r7 U) I� � Co N Co O N O O 6 LO O (6 0 U-) LO 0 Ln Uj 0 0 0 LO U) '0 (o I� U7 U7 U) U) U) U) UC7 u7 u7 u7 U) v1 M M M M r7 r7 r7 V) M M r7 r) r7 r') r7 n r7 M r7 r7 M M M M r) r7 r7 r7 M 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 m O d m 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 LL U d z SEWER ALIGNMENT E SEWER ALIGNMENT F SEWER ALIGNMENT G N / I1 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 LL O MERIDIAN, ID �� \CENSF O Z PRELIMINARY ENGINEERING PLAN w z 80 Icnill REVISIONS s� 12/8/25 �o E N G I N E E R I N G 3 NO. ITEM DATE qTF OF �v 5725 NORTH DISCOVERY WAY �� C K�NS BOISE, IDAHO 83713 1 REVISED PRE-PLAT PER CLIENT COMMENTS 12/8/25 PHONE(208)639-6939 kmengllp.com z z DATE: DECEMBER 2025 0 PROJECT: 24-108 SHEET NO. J W 0 N PP3.3 d 2750 2750 2750 2750 Z W ,�w Zo o2745 2745 2745 Zo 00 o Z 2745 N .. " - a0 Co mo L� 00 0o I W00 -mo ao O o0 r- Z O 00 =O Z a Z ... Co O N 000 00 Co � Co O c(o r7 - oo N 00 a0 _ UO - I W c0 ON r OO M ON- r7 N _cOr- 0N r 000 Z� 0000 t0 �O M0� ON M�� OONN M�C14 � � � N MI-c6 'tl� N �Co . . N 1 O c0 co 00 r7� N +PO C K n 0 cp N l-, l- N O to 7 N +� 2 Z = �VN) N 2740 00 - 2740 2740 = n ,7 N N +r, o 2740 �oo� oo ornc60No 04 m CL FINISHED GROUND =�N = ZZ o—m�N � z O gQ CL > +� � c� c� 0)O�i � r, r N +r Z) NN0: 0Z �Q� 0- � � U) uj Z NLn LdZ Z 20)C'j OM � NN H 2MN = O (nH- W NNO_ 0 - - - +1� m Z Z FINISHED GROUND " " V)V)FE o z z z _ - - - N w » d - - O NNE0Z - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - V)V)c_ 0ZZ Z QW -------------- 2735 N o Z Z Z - — — — — - — — 2735 2735 2735 EXISTING GROUND EXISTING GROUND 2730 2730 2730 2730 430. PVC 2725 6 of $" 2725 2725 2725 299 176.0' of 8" PVC © 0.407. 140.9' of 8" PVC ® 0.40% 70.8' of 8" PVC ® 0.41% 2720 2720 2720 2720 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG WENT 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2715 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2715 O r7 r77 � r77n r7 0) r7 I- N N r7 N r7 N r7 r7 N rr7 N rr7 N 0 0 r7 00 a0N� I, � N I (D r7 0DNO I- O � � N 00 � � �r- 0 0) r- 0 0 00 V) M LO r- I` I` n n '6 O '6 n r7 '6 r7 c0 rn I` rn I` rn r r- (6 r7 '6 r7 '6 r7 r7 r) M r7 r7 r7 M r7 M r7 r7 r7 r7 r7 r� r) M r7 r7 � n n N r N N N N N N N N N N N 0 N 0 N N N N N N N N N N N N N N C N N N N N N N r N C N C N C N Cq 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 v O Z 2745 1p Co =0 co 3" 2745 0 IIo. Z o Co i 0000Co o 00 r- 000 00 00 0) Ki N It O O r�i r7O� � M�� � NN � o±N o rM00�6N1, r, N 2740 2740 N N (n N o z EXISTING GROUND =N N z z p 1 V)I > 1NNYOZZ Z -71 2735 2735 FINISHED GROUND 2730 2730 2725 138.7' of 8" PVC ® 0.40% 2725 I EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNM NT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2720 2720 o00 00 �? N z N N N N N m O d 0+50 1+00 1+50 2+00 2+50 3+00 d z SEWERALIGNMENTJ 0 60 120 180 0 6 12 18 z Ed a Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' Q Y U Z a DC APEX CADENCE SUBDIVISION LL O MERIDIAN, ID �� \CENSF O Z PRELIMINARY ENGINEERING PLAN w z 80 Icnill REVISIONS s� 12/8/25 �o E N G I N E E R I N G 3 NO. ITEM DATE OF ��P �v 5725 NORTH DISCOVERY WAY C K�NS BOISE, IDAHO 83713 1 REVISED PRE-PLAT PER CLIENT COMMENTS 12/8/25 PHONE(208)639-6939 kmengllp.com z z DATE: DECEMBER 2025 0 PROJECT: 24-108 SHEET NO. J W 0 N PP .4 d 2750 2750 J Q' � r. w ^.. Op Z p Z`�� O �(j p0 .. 2745 i. _ .� _0 v Z Up Up �" _� Uci O Z `i z w o =o �-. ZL' - Co z� U 00—Z� ao =0 2745 W .-. .� U (� u- W 00 Z W L- 00 =O 0 �� O 3 =O ��: Z� pp Z� CoCo � plp0 p cp0 1 p 0o all 0 ZW 0000 LO U O 00 =O - =O `. U O 00 1 O I O p N 't 00 I� O 00 M �00 O I O Z L� LO 0 C i ^ 00 Z O " 00 Z L� 00 a0 00 M N 00 p N c0 It p p O Co I\ I Lu Z I u- r 't O 00 N 0) M N O 00 I� 00 t0 N r- O r- O N 00 O I� c0� 00O I IWi 00 u- 00 I L� 00O I� r Mom. N N ��" N N p4M N N MN INN N rM� N r t0Q400 N N 00o0 r, I� 00 O 00 O N 00 00 M O I� 0 0 4 r p t0 O cD N � M N t0 I� N M'0 I� r- N M N I� N ON N (O i(j It M � r MM N fir'- It - N �� � r N +MAN D M� � +MAN Hzft +rM � N D ��� 6� r � 2740 MOp. M N ��^ �j N N NN M � +M7N � = Z =�N O �r, = Z +�� � 2740 ao -Co + N r FINISHED GROUND M = z D N N pMN �00r," N r—Mr-N0N ^ N OIL O = Z p g�Na — O Q =�N = Z O—��N � — O =0 N - - 'tO N ���j � r =�N = Z O �r, _ _ a- > > ~ — Q N � - - OM00H 406� N � N �OO�jOI� M � (N O d ��N � O V)ui Z (nN0 0Z Z (nH� W > > C/) Z �QgW » > +1� = 0 U) 0) N H OM7N =O+ON = ZZ O (nH� w > > (nH� LJ > > (n(n0_ 0 — — — (n(n� OZ Z (n(n0 0 — — N�— wZZ Z N � O =�N = Z 0 =LnN � Z 0 �4: w > (n(n0' 0Z Z (nU)0 0Z Z (/7(/7� 0 - - — Q > — — — — — — — — — — (n H— W .. .. W Q Cl- N~— w — — — — — — (n(n 0' O Z Z (n(n 0' 0 Z Z — — — — — — — — — — — — — 2735 - - - - — — — — — — — — - - - - - - - - - - - - - 2735 EXISTING GROUND 2730 2730 358.8' of 8" PVC ® 0.607. 2725 333.0 of 8" PVC @ 0.40% 2725 ' 228.7' of 8" PVC CAD 0.407. L-j o 49.9' of 8" PVC ® 0.40% 208.3' f 8" PVC @ 0.40% 205.0' of 8" PVC @ 0.40% 2720 45.7' of 8" PVC ® 0.42% 212.5' 2720 of 8" PVC ® 1.05q, 36.2' of 8" PVC IO 0.41% I EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG WENT 63.4' of 8" PVC @ 0.41%j 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG WENT 2715 N 00 00 00 00 00 00 N r- N O O N M 00 N r- � M M (p M M M M I� M N N N O N N M CO I� 00 O N M M M M M M M M O I� M M � � O) � � n � N M � � � rn � M M 00 � N � M 00 N M o M � m � � � c0 � N � � M M M M M M M M M M M M M c0 c0 c0 t0 t0 (0 (0 (0 (0 t0 t0 t0 t0 (0 (0 (0 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 M M M M M M �"� M M M M M M M M M M M M M M M M 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 NCNI 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 w 0 2745 Z 2745 2745 =o )3: " o 00 2745 w =o ^ Z.. Co u- _� v`. Z� ao j u- o 0 o coo U ` ` L� co O o � Z O ^ Co I W N c0 c0 M N M 00 r- I � � � r �0 Co 0 00- M M N PO ' 000 � � O N �ON � NN NM� M 2740 p 00 00 N t0 O r N N O r j M N N FINISHED GROUND +r- = N0� 04NN ,tooc° ao � 2740 2740 +� = zz =MNaO 2740 N M 0 =�NH - - Qg > �OM7NN H 2U)N � 0 �H� W > > > cNi�U)Y) 0Z _±N m z z p FINISHED GROUND N w > o Z Z Z �Q a » > (n(n o ? — (nC_ w (n(no 0zz z F- - - - - - - - - - - - - 2735 - - - - - - - - - - - - - - - — - - - - - - - 2735 2735 2735 EXISTING GROUND EXISTING GROUND 2730 2730 2730 2730 400.0' of $" PVC ® 1.08% 2725 2725 27252725 203.7' of 8" PV 40% 2720 2720 2720 2720 EXISTING GROUND CENTERLINE OF SE ER PIPE ALIG MENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG WENT 2715 FINISH GROUND CENTERLINE OF SE ER PIPE ALIG MENT 2715 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2715 I- 00 Co rn O O N 00 Co p M o M N 00 C� 00 p r _ r � 00 L O M N M � 00 � N N M 6 M 6 M 6 L M M '6 M 6 M 6 '0 � M � M ^ M ^ M � M � M o M v 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 Z N M Od 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 d U D0 SEWER ALIGNMENT L SEWER ALIGNMENT MQr- 0 60 120 180 0 6 12 18 0 60 120 180 0 6 12 18 z Ed a 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 LL O MERIDIAN, ID �� \CENSF O Z PRELIMINARY ENGINEERING PLAN w z 80 REVISIONS s� 1218125 �o E N G I N E E R I N G qTF OF �v 5725 NORTH DISCOVERY WAY NO. ITEM DATE �� C K�NS BOISE, IDAHO 83713 1 REVISED PRE-PLAT PER CLIENT COMMENTS 12/8/25 PHONE(208)639-6939 kmengllp.com z z DATE: DECEMBER 2025 0 PROJECT: 24-108 SHEET NO. J W 0 N d 81' RIGHT-OF-WAY 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.\/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 LANDSCAPE BERM 2' 3' GRAVEL SHOULDER EASEMENT 0.5' 0.5' EASEMENT \/ 10' ACHDEASE SIDEWALK 5' SIDEWALK 8' PLANTER 16.5' TBC-CL 16.5' TBC-CL 8' PLANTER 5' SIDEWALK \\ r\ \ \ \ \ \ ENT 3:1 MAX. 7' PARK g' THRU LANE 9' THRU LANE 7' PARK / / / / / / / 2' PATHWAY 10' MULTI-USE WIDTH VARIES WIDTH VARIES (17' MIN.) SLOPE TO LANE LANE EXISTINGXISTING / \/\ / �/ � GROUND\ \ \ \ \ M_ --- - 4-1 MPX ' r•// //// // // // / r �� r /\r/ r/\r/ //\//\ 1' LANDING, 1' LANDING, \\\\/\\\/\\/\\/ /\\// \ \\ /\\/ r\\ \\/ \\/\\ /\ \ ASPHALT PAVEMENT\ \\ \\ //` \ \//\/�\/�\/�\/�V/� \ �\ \ \/� \ .\/� /� /\ /\/\/\/\\/�\�\\r\\\ \\ \\ \\ \\ \\ \\� BORROW DITCH PER \ \\ \\ \\ \\ \ \ \\ \ \ 3/4"-MINUS CRUSHED AGGREGATE BASE TYP 3" ROLLED CURB ASPHALT PAVEMENT /\//\ \ \ \ \ r \ \ \ \ \ \ \ \ AND GUTTER, TYP. COMPACTED SUBGRADE ////// GUICDEDLINE�RSECT ON / 6" MINUS PIT-RUN SUBBASE 3/4"-MINUS CRUSHED AGGREGATE BASE \\ \\/; 8 GUIDELINES STANDARD\ \\\\\\\\\\\\\ \\/\\ / 6" OF 3/4" MINUS CRUSHED DRAWING DETAIL 5/ AGGREGATE LEVELING COURSE STREET SECTION S ( PUBLIC) 6" MINUS PIT—RUN SUBBASE 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, \ TYP. 6" VERTICAL CURB COMPACTED BGRADE 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, / / / //\//\//\ / // / / \/\/\/\/ `3 ROLLED CURB TYP. \ . \\ •\\� .\\\\\ \\ r\\ \\ r\\ \\ \\\�\AND GUTTER, 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 a x 1.5$ ACHD z m 62.5' RIGHT—OF—WAY SIDEWALK O EASEMENT 0.5' 8' 18' TBC—CL 18' CL—TBC 8' PLANTER 10' SIDEWALK U 3:1 MAX. SLOPE TO " EXISTING \\ \\\\\\\\\\\\\ \\ \\ \\ \r\\ \\ �\ z //\//\ / //r / 0 \ g 1' LANDING, TYP. 6" VERTICAL CURB COMPACTED SUBGRADE ASPHALT PAVEMENT APEX CADENCE SUBDIVISION 3/4"-MINUS CRUSHED AGGREGATE BASE AND GUTTER, TYP. OVAAL £ w 6" MINUS PIT-RUN SUBBASE �C�'i \CENSFHc14' STREET SECTION E PUBLIC MERIDIAN, ID w PRELIMINARY ENGINEERING PLAN SCALE: NTS 8 O z REVISIONS s� 12/8/25 �o E N G I N E E R I N G >- 3 NO. ITEM DATE �� qTF OF �v 5725 NORTH DISCOVERY WAY �� C K�NS ar- BOISE, IDAHO 83713 1 REVISED PRE-PLAT PER CLIENT COMMENTS 12/8/25 PHONE(208)639-6939 kmengllp.com z NOTE: w STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED DATE: DECEMBER 2025 AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING PROJECT: 24108 REPORT AND ACHD'S REQUIREMENTS. J SHEET NO. W 0 N PP3.6 d