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HomeMy WebLinkAboutPre-plat VICINITY MAP : 1"=11000' PRELIMINARY PLAT SHOWING L_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 O NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M., Lu CITY OF MERIDIAN, ADA COUNTY, IDAHO S1406131700 51406131205 ~ BRUNO II MURGOITIO CREDIT TRUST I 1\\ L2 I L3, Woo L1— - - N00°2023W 66.00' „� - - - - - - - - - — — � — - - - — — — — — — - - - - « BLOCK 2 0 ' 1�< N00°02'06"W 144.78' wx 0 100 200 300 9 O O O O O O O 1 w r « , 0 .« 't Plan Scale: 1" = 100' a «�E«« E « LLittt tQ«« �.o t� S1406110451 S. HAWKS PERCH AVE. F,o� t276 DWT INVESTMENTS LLC �° « BLOCK 1 \ �' °F m « -`• :Ott«tEttt«ttt •`.266 ° E��E P, NON-CADENCE t of roR �N10 25'l0„E 2 I N�a°56 2 ��« j � �oE�oe, t CADENCE �6�6.,8g E tom« «= .7 TORE `TAE 7'OE't-f.�« t �.TOP t E L7 SON�nc t y « TOPE ,T T ` SQP«✓« -� E -( . m Ids TOE ���« « «zdP 0 « RP�� E rr (4 « ©� o E 79 80 81 82 83 84 85 86 87 t t TOp E _t0 fioP =« �_ t FOE TOPE TO `� 1©� E O O O O O O O Toa TD�t P,N P O 76 77 78 :.E • �— TOP' T�EEE�E�•�«�OP�-E`�=.� r Op. 7FOE«E TOE �NS tQ =ErPp _'_. E t�—. Qp « INDEX OF DRAWINGS E 90 �'.«.�P« mE �aP= t�E '� t 257 O fE 259' 262 O Et«« E t t 'T et 256 SHEET NO. SHEETTITLE74 S. OWL SUMMIT LN. (PRIVATE) PP1.0 COVER SHEET 94 O 93 243 253 254 F. 263 PP1.1 EXISTING CONDITIONS 73 142 « E 1zz 121 t E< •95 O 244 245 BLOCK 1 PP2.0 PLAT LAYOUT PLAN 141 123 120 246 247 248 251 O 264 O 249 t 25o O S1406110016 PP2.1 PLAT LAYOUT PLAN 72 140 124 119 96 lQ���p,�El 221EE SCS INVESTMENTS LLC PP3.0 PRELIMINARY ENGINEERING PLAN O O w O E BLOCK 1 E S. O M��LN 265 0 (C C) CO 1.- > � tEt w� M m PP3.1 PRELIMINARY ENGINEERING PLAN 71 118 104 E E E97E E E 98 « LN (PR�VA7E 5 0�� E E E E E E E E E PP3.2 PRELIMINARY ENGINEERING PLAN CA 233 222 E 172 F` 70 a PP3.3 PRELIMINARY ENGINEERING PLAN 138 BLOCK 1 126 z 117 234 PP3.4 PRELIMINARY ENGINEERING PLAN S1406417700 O S. ASPIRATION LN. (PRIVATE) 132 w « 99 100 101 235 236 237 171 S. ASPIRATION LN. (PRIVATE) L& G MURGOITIO LLC n 0 137 127 Q 116 O O O 102 103S. O 238 239 240 211 212 213 214 215 216 217 218 219 220 O m PP3.5 PRELIMINARY ENGINEERING PLAN N O O O O O «' ' O O 241 0 PP3.6 PRELIMINARY ENGINEERING PLAN o� 0 115 t O ) .., ao 00 « 136 128 z .,'2 t L t E 32' t E « E « E E E .•• . .. O O t t E t « t t t t Q ;•.: ,.P' '' '...: 21 :,'• 170 « to � BLOCK 1 0 w PPL1.0 PRELIMINARY PLAT LANDSCAPE COVER 242 w w 231 CV PPL2.0 PRELIMINARY PLAT LANDCAPE PLAN �I p 34 ; 135 129 w < O 230 229 169 � �� m a O O O O O O O O a O 228 O 226 O O O O O O O O w PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN 114 113 112 111 110 109 108 107 106 105 227 O 209 208 207 206 205 204 203 202 201 200 199 198 134 130 225 224 w � 168 00 PPL4.0 PRELIMINARY PLAT FENCE PLAN z 0 t E Q 33 w 133 t 131 ` Z 223 Q O 4 ««E zz -- z Do- LLi «E 32 Q S. FALCON EYE LN. (PRIVATE) m BLOCK 1 a S. FALCON EYE LN. (PRIVATE) t «E w < �t t J c�c Q « w G 31 ) LLi 56 57 58 59 60 61 62 63 64 65 66 67 68 69 E E w 1116 187 188 189 190 191 192 193 194 195 196 197 LLi 30 165 REH PRELIMINARY PLAT DATA : « E ,;. NON CADENCE RESIDENTIAL AREA 52 BLOCK 1 t 29 BLOCK 1 ;•, `: . O . SITE DATA rn 164 CURRENT ZONING R-8 I t 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 �o q': I S1406110110 « E COMMON LOT AREA 0.883 ACRES 27 143 162 MURGOITIO RIGHT-OF-WAY AREA 1.853 ACRES «« REVOCABLE TRUST TOTAL AREA 5.392 ACRES / ' ' S. WARBLER NEST LN. (PRIVATE) z �`. (PRIVATE) 26 w ... S. WARBLER NEST LN. PRIVATE OVERALL LOT DATA ; 144 :•� i. . 161 (R-4) RESIDENTIAL LOTS 16 `^ i E COMMON LOTS - LANDSCAPE 4 ''j a I I,•; TOTAL LOTS 20 25 :;.i BLOCK 1 l;. . O z O BLOCK 1 O I. ; 6 145 147 158 160 ' '� 22 21 20 19 18 17 16 15 14 13 12 11 151 152 153 154 155 156 157 MINIMUM PROPERTY SIZE 6,600 SQ. FT. o� 1 AVERAGE PROPERTY SIZE 7,233 SQ. FT. Lu m « 24 7 « 146 l 159 O z I d3 / DENSITY t m a� Q��EP GROSS DENSITY 2.782 UNITS/ACRE t't 9 w E «� ' W NET DENSITY 5.646 UNITS ACRE «'O' 148 / 1 CADENCE RESIDENTIAL AREA — — — — — — — — r,��r,��a��r. r, a SITE DATA S. LOCUST GROVE RD. @� @� Ems— G-- I� CURRENT ZONING R-8 EP d3 �� --E� ��FP LG FP FP��FP��FP-�� —E� S00�04'35"Eu 1925.14' F F F PROPOSED ZONING R-15 IIIIIII , COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL, LINE TABLE MIXED USE COMMUNITY x x N � N � H' • O v); LINE BEARING DISTANCE BUILDABLE LOT AREA 22.705 ACRES w COMMON LOT AREA 20.664 ACRES w APEX SOUTHEAST I APEX SOUTHEAST APEX SOUTHEAST L1 NOO'43'55"W 62.52' RIGHT-OF-WAY AREA 2.737 ACRES 00 SOUTHEAST _ SUBDIVISION No. 1 0 SUBDIVISION No. 1 L2 N87'34'26"W 13.49' O SUBDIVISION No. 2 z - TOTAL AREA 46.106 ACRES o' SUBDIVISION No. 3 m F- (R-8) (R-8) (C-C) OVERALL LOT DATA 0 m j R-8 "' "' ( ) I L3 NOO°02'06"W 66.73' O a RESIDENTIAL LOTS 212 w m COMMON LOTS - LANDSCAPE 37 L4 N78°25'55"E 161.21' COMMON LOTS - ALLEY 6 3 COMMON LOTS - SHARED DRIVEWAY 6 L5 N54°55'20"E 74.17' U COMMON LOTS - PRIVATE STREET 4 o m TOTAL LOTS 265 L6 N31°51'12"E 92.01' Or- 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' DENSITY mI L9 N61'32'57"W 104.61' z GROSS DENSITY 4.598 UNITS/ACRE 0 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. �� \ONENSF 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 CONTACT: JON WARDLE 16860 TOTAL SITE AREA 51.498 ACRES LOT LINE EMAIL: jwardle®brightoncorp.com REVISIONS s 1019124 0 zT 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 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 DATE: OCTOBER 2024 a TOTAL LOTS 285 PHONE: (208) 639-6939 Digitally signed by COMMON LOT (LANDSCAPE) COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL CONTACT: LACHLIN KINSELLA, P.E. PROJECT: 24-108 > (NAVD88) DATUM. EMAIL: Ikinsella@kmengllp.com Lachlin Kinsella, P.E. J .0REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. Date: 2024.10.09 SHEET NO. LJJ 09:32:38 -06'00' 0 80 160 240 Plan Scale: 1" = 80' S1406131700 S1406131205 I S1406120601 BRUNO III �I MURGOITIO CREDIT TRUST I DISCOVERY SPOKANE LLC \\\\ 8 — — — — — — — — — - -=-2738 C - - - - - - - - - \— To �� — — — — — — — — — 2737 ��- 123 6 Co 1 TCN 1" 735 l \ 0 ^ 73 br —`e`er =e�---�� 7 I ' I N� 0 J 5 hP '/ M� \ OIII 51406110451 `� -' DWT INVESTMENTS LLC 7 I 30' PRIVATE ROAD EASEMENT PER IN No. 97103342 �\ \ 0 m I 2737 \�\\\ \\�o p UDO Qf , N �\ems`_ N CANAL��° -- I� I P Tom_ J I 4 P wATKj ( ice o / RAIN_�� I I — _-2735— 20' ID POWER EASEMENT I ~ + 10 � \ 4 PER INST. No 99085303 S1406110016 SCS INVESTMENTS LLC S1406417700 L& G MURGOITIO LLC K� I / I / — r �,E��— I — :=T E� � 0 4 I / I T 0 I 9 1 08 I � I III I I / 4 � I N� IMI I I \ �_ � •' N I I J KEYNOTES (TYPICAL) II I I I 1. RETAIN AND PROTECT EXISTING FENCE. I III I I I i I 2. CONNECT TO EXISTING WATER SYSTEM PER v*� I PRELIMINARY ENGINEERING PLANS Ns I I II I S1406110110 I 3. CONNECT TO EXISTING SEWER SYSTEM PER I I MURGOITIO I I PRELIMINARY ENGINEERING PLANS. III 0 I REVOCABLE TRUST I I 4. IRRIGATION DRAIN TO BE RELOCATED AND WILL II i C I I EITHER BE PIPED OR REMAIN OPEN PER �I 5 I I I( I I I PRELIMINARY ENGINEERING PLANS.I I �1`1� I I 5. GRAVEL ROAD TO BE REMOVED. ACCESS TO CO 1 II I I �I I I ADJACENT PROPERTY SHALL BE MAINTAINED X 6 N IIII _ I I DURING CONSTRUCTION. II I I I 6. RETAIN AND PROTECT OVERHEAD POWER. III I c� I II 3 �II D l II 2j38 7. RETAIN AND PROTECT RAWSON CANAL. z m I r m I \ 4/II d3 / i I IMPROVEMENTS WITHIN THE BUREAU OF II I 1 O RECLAMATION EASEMENT WILL REQUIRE APPROVAL oz 3 m a FROM THE BOISE PROJECT BOARD OF CONTROL — l \ 9 N AND BUREAU OF RECLAMATION. —2737 — _ ——Ee— - - - - - - - �„- - - - - - - - - - -�— fc= I I - - - - - - - - - - —2737G- - - - — - - - - - - 8. REMOVE HEADGATE AND IRRIGATION PIPES. FO — — - - - - - - - - 273g, r T r r T r r r r T r r T r r r r r r _ — 2738 — - - DEVELOPER SHALL COORDINATE APPROVAL OF 2739_ — DEMOLITION WORK FROM BOISE PROJECT BOARD 2 S. LOCUST GROVE RD. 2 z — — —— � E� — ERE zr� rt EFL 12 W Y CONTROL AND BUREAU OF RE LAMATIO � N. — s - - - - - - - - - - - - - - - - - - — - - — — - - - - - - - - - - - - - - - - - - - - — � �� � _ 9. REMOVE GRAVITY IRRIGATION PIPE. O _ - • e - - - � - - - - - - - — i - - - - - - - - - - - �..o� - - - - - - - - - iN,o� � - - - - - - - - 10. TREES TO BE REMOVED. U K X N 0 ( o tI I I �� I LEGEND APEX CADENCE SUBDIVISION S��"AL FH O z I I�I I w : I APEX SOUTHEAST APEX SOUTHEAST I APEX SOUTHEAST I m� I BOUNDARY LINE D4 WATER VALVE MERIDIAN, ID ��S ENSF cti X I I I CO I SUBDIVISION No. 3 I SUBDIVISION No. 2 I SUBDIVISION No. 1 uj I ADJACENT PROPERTY LINE FIRE HYDRANT EXISTING CONDITIONS II Q I (FUTURE) I I' �^ I — — — — EASEMENT LINE ® IRR WATER METER 16860 z > I _ _ _ _ J �' w IRRIGATION VALVE s 1019124 0 �,; :Ikk- L Q ENGINEERING Z I II LL, s — — — — 3$ — — — — — f ' l s WATER LINE (SIZE AS NOTED) I IRRIGATION MANHOLE REVISIONS qTF �oP v 21 SANITARY SEWER LINE SIZE AS NOTED �' S BOISE, IDASC VERY 3 I I s M4 ,� ( ) O NO. ITEM DATE OF 5725 NORTH DISCOVERY WAY z I Z33-783713 — — — so 1 STORM DRAIN LINE SIZE AS NOTED O SEWER MANHOLE �/N KEN sl� sL _ _ .„s� s„s� ss „s� s„s� — — —s� — s s� — — s„sue — s„ s.. s� s„si ( ) C.• PHONE(208)639 6939 ,3 ci GRAVITY IRRIGATION LINE (SIZE AS NOTED) SAND & GREASE TRAP W I — — — SEWER CLEAN—OUT F �'- / 9 a M 8 M M ..2� —?Z3g M e ssco kmengllp.com z I 8 . I I / j — — — — — �� — — — — — — — — — — — — J PI PRESSURE IRRIGATION LINE (SIZE AS NOTED) ® CURB INLET DATE: R 2024 _ r � �� S E N OCTOBE I1 I / FP EDGE OF PAVEMENT PROJECT: 24 108 III I / I STORM MANHOLE N I s , I I ; DITCH REMOVAL c� LIGHT POLE SHEET NO. 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ADLER HOF ST. `� W o 0 0 0 p W W o 3,760 SF 3,760 SF 52 3,760 SF w 1 15.00' W W W W O o — 5.72' o 0 0 0 0 o z W W ;n 0 26.65' 121 120 119 118 �+ 117 116 M 115 94.00' J 94.00' 12,279 SF 94.00' � o O o W n (9 \ 0 274 rn rn rn rn rn rn co° o o Q w 16 cD 0 110.00' 0 0 � o 0 0 o J 06 0o W W 00 Ln 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 ' W W rn 96.05' 26.36' 6,600 SF �`� 0 .� 6 N o O o , 0 O 0 � 5,520 SF W W u 15.00' W W W 1 1,656 SF W 85 0 45.22' W 94.00' Q O 00 8.48' 94.00' 94.00' W W J 5,280 SF W W W o 0 0 0 1 15.00' W W 1 15.35' 1 10.00' W 4 W W W 114 1,399 SF W 0 W W o , o W W o cn I W W 40.00' 40.00' 40.00' 40.00' 40.00' 5.05' 14.65' 10.21' 0 1,880 SF 60 W W 0 o W W 44 1,880 SF 0 0 o W W 1 10.00' 20.00' 77.56' N N , ♦ • N N � 17 ro 0 0 0 9.94' 22.44' 14.98' 10.21' 94.00' 94.00' 5,520 SF W W W W 0 2O o 0 273 0 84 0 — �, E. GRAND CRANE LN. — — 9.9� 00 59 00 <. 00 45 0o C0 7,644 SF 0 0 7,260 SF 00 00 rn 94 0 � 0 0 1 15.00' W W W W 3.35' 5,280 SF 81,673 SF 9•94' I 3,760 SF 3,760 SF 0 0 W W 9.94' 10.21' W W 1 10.00' 10.21' W 94.00' ,. 94.00' I 0 1g 0 W W W W 1 15.68' 1 10.00' 0 W 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' o0 58 0 0 46 0 5,520 SF O 83 O J 0 0 °° 0 56' W W W W 0 0 0 O W 3,760 SF 3,760 SF lJ W W o 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 `o C° 6,600 SF � 10010 0 0 0 0 0 0 0 0 �n 15.35' 1 10.00' N 00 122 o) 123 rn 124 0) 125 rn 126 rn 127 0) 128 rn 129 rn 130 rn 131 0000 0 57 0 °s o0 47 00 � 5,520 SF _ W W W W I PRELIMINARY PLAT NOTES 0 � 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 gZ o W 3,760 SF 3,760 SF W W O °1 I 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES BLOCK 2 BLOCK 1 � 00 O 1 W 115.00' W W 1 1-26-3 FOR THE R-15 ZONING DISTRICT. 04 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 O 271 W 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00'. 0 56 O °s o 48 O _0o Zp o W W W W I 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATION AND WIDTHS TO BE DETERMINED WITH FINAL PLAT. CO 'O CO 1 10.00' o s ° ° A. ° o 't ` It ao ao 7,607 SF CO `° 7,260 SF ,`) o • d • 4 ��132 7,058 SF ° 4 s 0 3,760 SF $ 3,760 SF 5,520 SF W W 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE O 9O O ♦ ♦ d ° , r ° s ° O W W ,� 81 00 N N 94.00' • ' 94.00' W W CITY OF MERIDIAN. 1 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 o O W W 115.10' 60' 110.00' W 55 s 49 0 0 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 14.65' 56 W o o 0 21 o 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 00 c6 W W S1406131700 0 W o� 0 0 0 0 0 0 0 0 0 W W 0 5 0 0 270 u7 0 o N o o O o 0 o O o 0 5,520 SF o O 0 0 O K) o O O O O O O O O O 94 00 a' 94.00 W W 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL BRUNO c0 co cD gp �i 142 r�i 141 140 �+ 139 138 137 136 135 134 133 0 0 0 00 W W OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC, BY 6,898 SF LLi 6,600 SF Sri 00 rn rn rn w rn rn rn rn rn 00 rn > 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 ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN Q 5,280 SF � 5.06' rn 0 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 94.00' 93.42' N rn W W CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE 1 14.83' u 1 10.00' 1 10.00' S0'y 5.62' 6.00' W W W 22 W W I 2.65' R W 1,587 SF 53 51 1,494 SF ^ M W W IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF'. a o UA 34.44' 40.00' 34.00' 40.00' 40.00' 40.00' 40.00' 40.00' 10 48' O 6,287 SF `n L 0 0 0 0 O 79 '0 28.93' a W W r o O o o O ao c,? 1 87.50' 72.00' 29.50' Rg "� 122.32' W W 6. DIRECT LOT ACCESS TO E. LOCUST GROVE RD. AND E. VIA ROBERTO ST. IS PROHIBITED. 6 Y 269 9.94' 0' 0 0 0 5,474 SF 13.59' \ 10.21' 16.98' 16.98' / W W W W W W W W W W W C° 7,569 SF cO Q `° 7,260 SF 21 22' E. ACME LN. 10.21' Cn 20.00' - 17.63'W W W W W W W W 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 W W W - BLOCK 1) ARE SUBJECT TO A BLANKET UTILITY EASEMENT FOR THE CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, vi 10.00' 10.00' tx 0 W W STORM DRAINAGE, AND PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS 3 0 7.44' tijS 23 2,687 SF 0 114.52' 110.00' v7 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 �i 5,280 SF W W `3969' 48.00' 50.44' W 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 37 40 48.00' 48.00' W W W W STREETS OR ALLEYS AND MAINTENANCE FOR SAID LOTS IS AS PROVIDED FOR IN THE COVENANTS, CONDITIONS AND 0 0 0 ,,� 1 RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE STREETS AND z 0 7 0 0 268 75 W W 81 W W 9.92' W W W W I I ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS 0 0 O 0 0 O � 10.00' co cD cD in 1 10.00' I I CONSENT OF THE CITY OF MERIDIAN. THE PRIVATE STREETS AND ALLEYS SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. 6,863 SF 6,600 SF M 2,417 SF (D, W 0n W W ao cti cD un C � O '. W M M W W W N 77 o W J W M W W I 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' S,280 SF � W o rn 0 W z W i- in i� 0 0 i� in i� 0 24 r W W I COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOTS W r 73 rn C.0 O 6.38' W O cD N 00 rn � � r M 8,618 SF W W I ARE ALSO SUBJECT TO BLANKET ACCESS AND UTILITY EASEMENTS FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND O g rn 20.65' W N 5,743 SF 72 71 00 0 6.38 O W o 34 0 33 N 32 N 31 N 30 N 29 N 28 N 27 N 26 N 25 N W W W W I I PUBLIC UTILITIES. U 5,649 SF 5,967 SF Q W z O M 267 1 10.00' 25.00' W 70 -i a I 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 _cr N 7,630 SF C° cr 7,588 SF q 76 O W W 2,560 SF 6.38' W W W W W I I O W W APEX CADENCE SUBDIVISION SS�ONAL £HC W W W N � W 28.11' W W 110.01' W W 6.38' n W W W W �`� AL 1 � N 1 13.79' 135 O1'.726 SF � W 48.00' 48.00' 50.44' W W 'n N W W W W- W W /yyy'n��\1 W 13.94' W W W W W W W W 0Y W W W W W W W W W W y W W W W W °_° N W 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 36.44' I i MERIDIAN, ID � W W W, 7 , 2,798 SF W 2,710 SF 266 W W W W V" W W W W I W V' 74 g,530 SF W W W W W W W V Lo W V" �Y'� 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 (V Y W W �J NV W W V" W W W W W W O 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 PLAT LAYOUT PLAN z 96.70' 2p.27' 93.49' W W W W W W W W W N 20.51' I W W W W W W W W W W W W W W W W W 558.60'' �'— �� W—` —W W W . W W W W W I i 16860 296.15' W W W W W W W W W W 20.51' �? 10/9/24 0 20.27 15.41' REVISIONS r �� ENGINEERING 3.51' I I �C� 9TF OF ��P v 5725 NORTH DISCOVERY WAY Z `n E.VIA ROBERTO ST. I I NO. ITEM DATE S� BOISE, IDAHO 83713 - - - - - I C. KEN Q PHONE(208)639-6939 I I kmengllp.com z z DATE: OCTOBER 2024 0 — — — — PROJECT: 24-108 S1406417700 SHEET NO. J L& G MURGOITIO LLC LJJ N PP2.0 � 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 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' 81, 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' 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 y 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 W W W W W W W W W W W W W W W W N•) N Q W W r W W W W W W W W W W W W W W W W N 26O O O M O O W d- O �• W W N O O O �(•� N W W 261 262 263 � H- 00 n N 00 ,n N 0) 0 M o 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 6,772 SF o 5,3107 SF o 5,3002 SF 5,2807 SF o 264 265 0� W �' 6.38' W W 00 169 00 168 r 167 r 166 r 165 6 164 6 163 � 162 � 161 6 160 uj 159 Lo 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 IF 6 3Q. � W W I \ 249 3,530 SF U 3,507 SF � W W W W W \\ W W W W W W W W W W W W � (p W W W W W W W W W W 149,028 SF y W W W W W W 48.00' 48.00' 48.00' 3.38' W W O I � W W 13.61' W W W W W W W W Je W W W W W W W W o .O 37,g4' 44.62' .� 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 42 3 48.00' 48.00' W O+ O' W W W W W W W W W W\\ W W W W W W 48.00' 259 4,579 SF �� 14.14' 14.14' 171 28 158 2,845 SF 0 W W W W W W W W W W W W W W W W W W W I I I 44.()2' 50 —21.50' — 21.50' gg 048 SF E. 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W ^_ W W W W� 94.00' 94.00' 94.00' �. 89.05' 157W W W 0ri R50 ' 0 0 e o 0 0 0 0 15.06' 0 � W W W W W W W W W W W W W W W ♦ Q O O O O O 5,954 SF W 0 199 196 174 0 Oo W W W W W W W W W W W W W W W W O O O O O O O O W W W W W W W\ W W W W W 5,791 SF W W W W W W � 3,760 SF � ° ' 3,760 SF q 3,760 SF 3,738 SF 0 W 51 W W W W\ W W W W 'O W W W W W d N 115.00' W W J�^ 15.01' W W 221 W W 94.00' ' 94.00' 94.00' ° 94.00' o o W I W W W W W W W W �16 W 16,977 SF W 0 0 0 0 0 0 0 156 o W W •� W W W W \W W W W 'O W W W W W W O O aJ • Q ZOO O Q 195 O s 0 175 0 C O 00 W O 219 O' O O O O • O O I � W W W \\ W W W W O \ W W W W W 3,760 SF 3,760 SF ' 3,760 SF �• 3,760 SF 5,520 SF W W W 3y�. APEX SOUTHEAST W W W W y W W W O 5,527 SF W W W W W 1° a 1 W W `9 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' 115.00' W V' 94.00' OQ O 00 °♦ ° 0 O O O O O O O W W I (R-8) 1 W W W y W W W o+ W W W W W o 218 0 ° 1 . 0 201 o I o 194 0 `• . 0 176 0 0 155 o W W W W W W W W W W 256 W W W W q 3,760 SF 3,760 SF ' qt 3,760 SF 06 � W W W W W W W W W W W W W 3,760$F W 3t w5 cP 5,520 SF 94.00' 94.00' ° 94.00' S,520 SF RP Ci` W W W W W W W J� W W W W 94.00' d W WI 39 EPSE g52 W W W W\\ W W W W O+ p M \ W W W Q Q Q Q 0 O ° ° O O 115.00' W ppNP�Rp5 3 W W W } W W W 115 O W W W 00 217 00 ° ° 0 202 0 0 193 0 0 177 0 0 0 W 38.5' ER W W W W W W W W 10 W W � .1 3,760 SF 3,760 SF 3,760 SF o 154 o W W 3,760 SF 56' 56' W W W W W W W W W V W W W �p GENN CPNPL W W W �, W W W 5,520 SF Olz N+ W W 94.00' ♦ 94.00' 94.00' 94.00' 5,520 SF W W o ^' Cp 942 W W W W W \W W W W ,O / W W W O O ° O O O O Q O W of FtP`tlR7ps 3 W W W W W \ W W W u O oo M `J, W W 0 216 0 0 203 0 z 0 192 0 178 o z 115.00' W W _ Lu O O J W W PE �1 0qt J > W W W W W \W W W W O+ W W 3,760 SF 210 3,760 SF W 3,760 SF 185 3,760 SF 0 o W W o O + w I 0 153 0 �, W 0' W W W W W W W 254 � W 8,324 SF� 94.00' Lu 94.00' 8,324 SF 94.00' 0j 00 `- 0 94.00' z � � W W I� W W W W W W W W W 5,520 SF r W W o Q Q 0 0 z 0 0 ° s, 0 0 5,520 SF O W N 0 . ° 0 204 o OU o 191 0 ° 0 179 o J 148 N��W W W W W W W o+ W It � � J ot • m 115.00' 25,636 SF u �15 0 3,760 SF 3,760 SF Q I 3,760 SF 3,760 SF ,�( O i Q u- 1 Q O O W W J 94.00' ' 94.00' vi 94.00' ° 94.00' W W W O o 0 0 0 ♦ 0 0 00 152 vi 5,520 SF W oo O 00 ° 0 205 0 0 190 O ♦° s 0 180 o N `t 5,520 SF W W W l W W W W W W \ o' 214 O d O O O O O O W W W W ZQ W W W W O+ 5 p0 cA 3,760 SF 3,760 SF 3,760 SF It "t ° 3,760 SF I 115.00' W W J W W \W W W W A l ° W W S1406110451 W W 2 W W W W W W 94.00' d° 94.00' 94.00' 94.00' 0 0 W DWT INVESTMENTS LLC W W p 252 18.51' o O o o O o ° - ° ` O o 0 151 o W W W W W W W W W M ' Q 2O6 109 101 O W W W 77Q W W W W W W V' 5,520 SF W 3.23' CA 213 0 : 0 ° � o 5,520 SF Q ° • 3,760 SF 3,760 SF 3,760 SF W W\ ✓' •O+ oo LO j 4,549 SF � s 94.00' 94.00' s 94.00' 115.00' W W W W W W W\ W W W W J 84.83' • ° 0 2O7 0 0 188 0 0 182 o O 15O o W W W \W W W W 9.76' 251 N \ 0 Q W W W W W W W W W W W w 6,429 SF rn 0 , � 3,760 SF 3,760 SF qt - ° `t 3,760 SF 5 5200 SF W W W W W W W W Wl W W W O O W W W W W W W 212 W W P 222 o 94.00' I 94.00' 94.00' W W 1 W W WI W W W -P 37' 4,730 SF O °° 0 0 0 0 ° ' ° 0 O 0 115.00' W W IW W W W 122• 60,758 SF 0 208 3,760 SF 0 3,760 SF 187 0 ° ° 0 183 3,738 SF N oW W W W 1 W W W W W W W ♦ O O O O O (,�, W W 74.30' 15A6' W W W W W W N 10.23' 94 0' 1.59' 94 0' ° 8 05' W W W W W W W W W N 1,183 SF 211 W W �< ^ ♦ o _„_ W W W I W W W U, 250 — — w 1 — O 209 751 SF 1.59' 751 SF 186 184 678 SF A�� 5,954 SF W W O W W W W W W W W Q I— I - Q 8,481 SF 66.89' 20.00' 81.50' 87.50'- — -72.00'- 122.32'— W W \{JAI rn W W W W W W 9.70' 8.09' 10.21' 8.09' 19 50' - 8.09' N W W W W W W W W 16.1 H' —.0 ' W W W W W W W W a? 123.02' cn E. SPIRE LN. 6•pp' 20.00' 17.63 I W W W WI W W W Iii 81.52' Q 50.00' W W � �i WW11110 W� W � � oft � � � � � � � � � � � � � � � � � ti W W W W WI W W W W W W W W W W W W O W W 3.50' � h 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. `i-� 147 2,820SF 0 W W \I � C SUBDIVISION No. 2 W W W W W I W W W W W W W W W W W W 10.21' W 4230 4H.00' 4H•OO' W W W W CI (R-8) W W W W W W W W W W W W W W 56' 13.07' W W W W W W W W W W W W W W W W W W Z 1 W W W 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 W W W W W W W W ° • W W W W W W W W W W Q 146 o W WI O O Q O O O O - W W W W W W W W W ♦• W W W W W W W W W W W 0 143 0 144 0 145 0 7,000 SF W W < Q W W W •Q W W W W W W W W W W Z 5,463 SF 5,280 SF 5,280 SF W W W W W W I W W W W W W W W W W W W W W W O 1 W W .Z11 S ♦ d♦ W W W W W W W W W W G W W I W W W W W W W W W • W W W W W W W W W W W 9,67' 51431 SF 48.00' 48.00' 48.00' 50.00' 29.00', W W' W W WI 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 � WI_ OEM - 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' W W W W ,1 ♦ 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 W W W W W W W W W W W W W W W E. BINGLEY LN. I �J W W W W W I W W W W I ♦° W W W W W W W W W W W W W z M W W W W W W W W W W W W W W W W W W W W O X N W W W W W W W W W W W W W W W W W W W W W U . _m/ul- IO] v _LL I Z a N O N 0 U Y Z = APEX CADENCE SUBDIVISION LL O S1pVA A L £H MERIDIAN, ID ENS ��ti O PLAT LAYOUT PLAN 16860 REVISIONS s� 1019/24 3 Q E N G I N E E R I N G 3 NO. ITEM DATE qTF OF ��P �v 5725 NORTH DISCOVERY WAY �� C K�NS BOISE, IDAHO 83713 z PHONE(208)639-6939 kmengllp.com z z DATE: OCTOBER 2024 0 PROJECT: 24-108 SHEET NO. J W 0 N d E. SPIRE LN. _ MATCH LINE - SEE SHEET PP3.1 8"w - moo I^II W W llllllllll, IIIIIIIIII, IIIIIIIIII, IIIIIIIIII, IIIIIIII■ 16+00n �a -rr,( W W W •' I IW W IW •W •W '.y• ..(. 249• " r' `��j. � .•. , W W I I W W I W „ W W W • • a W J ••11I W W W W fW W W W W •W •W- • f W W 223 �W• W W • I I I O I SSMH #28 (48-INCH) 242 • ' •' `' I W W W Gle W I IIII W W; I W W W W RIM:2736.91 f•, W W W W W W W W � W W W Jr1 t1 I►�IryI I DEPTH:8.2' W W W Wf W W I r W W W I •W I 248 INV OUT:2728.70 8" (S) 224 W W W W W W o �. W / 0 60 120 180 o W AI #30 (48-INCH) 4+00 Plan Scale: 1" = 60' � r( SSMH � 241 W '• W •• W W f I o W I I W W 1 I W RIM:2736.16 W W W W W W W W t a W W W / II I DEPTH:8.2' f• '• W W , W W W W W W W W LINE W IW W 1I��III o it - •f INV W W W W W WW ''W WW RAWSp . CANL I- 2 W , � WWW I � -INCH) PER E W I (60 ROSS t 27' 3952 O q f DPTH 21.8 OF ToCENTEI, 00 W INV IN:2716.23 8" (W) pERAwSON CANAL Wit WI II►' a SEWER ALIGNMENT"H" ~ 239 226 W W W W pl p I W W ( ) r SEWER ALIGNMENT FI W_ -y INV OUT:2716.13 8" E ROS 3g52 W I�I � W 111 I REFER TO PP3.4 FOR PROFILE �� .� W W W REFER TO PP3.5 FOR PROFILE SSMH #4I (60-INCH) o I _ W W W W Wf 246 -' W W W W W O 1 t•�•V , ,3 `n 238 232 227 '• " . RIM:2737.48, w �+ - - S1406110451 I '/ W W III o, O O W W W DEPTH:19.8' : 00 E. BINGLEY LN. o O INV IN:2717.75 8" (S) 8"W 8"W 8"W 8. s"w $"w DWT INVESTMENTS LLC I W W +'- o ' SEWERALIGNMENT"F" BLOCK 1 W 1J W I W IW W IIII I . `"�, "� o.• ° INV IN:2717.75 8" (N) W I O2 ,�p0 I E. BINGLEY ST. REFER TO PP3.3 FOR PROFILE W W W � 1� : 8"s 8"s 8"s W W a W W O 15+00 16+00 I p rh W 3 W INV OUT:2717.65 8" (E) W W~ �I f W �W 245 237 228 \ IW � W V W W W W W f SEWER ALIGNMENT"A" _�..S 8"S 8"S D 306.3' of 8" PVC ®1 2✓✓.30% W W �, • REFER TO PP3.2 FOR PROFILE , I 42.6' _of 8" PVC ® 0.42%- - W�Q W JhI�Q�U ///(�~I II� WW W I W'o'�lI' II W•:�I' \ 3 236 • 'L W W W°`WW �W=WW WW W 185.5' of 8" PVC @ 0.4 0 I ISSMH #2�(0 -INCH)994.5' of 8" PVC ® 0.40% a SSMH #5 (60-INCH) RIM:2737.35299.6 of 8" PVC @ 2.33% n 29 W RIM:2736.53 :2 µ DEPTH: INV IN:2716.51 8" W) 8.60 8" (INV IN:271 W) _ - 3-- I- W W INV OUT:2716.41 8" (E) 14+00 W W I • O'' W W INV IN:2718.60 8" (E) W z W W ~ i ii.:u.nii T i 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) N 235 o f 230 WI\ W W ( ) W W O O O O W W IIII ,IIIIII�i ` • W W Q . WW - SSMH #15 (48-INCH)RIM:2735.40 243 SSMH #27 (48-INCH SSMH #6 (48-INCH) z aWW WW WW W I SSMH M2366 0-INCH)DEPTH:14.9' IM:2736.36 07 INV IN:2720.57 8" (W) 90 231 RIM:2736.06 M7 98 DEPTH:17.1 DEPTH15 INV IN:2720.57 8" (S) 1 234 DEPTH:14.5' INV IN:2719.40 8" (W) INV IN:2720.96 8" (SE) DEPTH:20.3'O INV IN:2721.67 8" (N) y INV IN:2716.75 8" (W)INV OUT:2720.47 8" (E) INV IN:2719.40 8" (S) INV OUT:2720.86 8" (W) 8 INV OUT:2721.57 8" (S) W INV OUT:2716.65 8" (E) W W W INV OUT:2719.30 8 (E) .2: W W I I SSMH #9 (48-INCH) O 13+00 SEWER ALIGNMEN ARIM:2735.00 233 :W W REFER TO PP3.2 FOR PROFILEDEPTH:14.1' 36.0 of 8" PVC ® 4.00% ` y ml WW W WW ' I I r co INV IN:2720.96 8.. (S) 8+0p B..W- 8"W 1 1+00 INV IN:2720.96 8" (N) �.S 9+00 10+00- E.AMBITION LN. 45.7' of 8" PVC ® 3.92% W ~ I I INV OUT:2720.86 8' (E) 12"S� 8 S 8"S IB'S Sr'S 8"S I 92 1+00 1+00- 157.0' of 8" PVC @ 0.40% 1+00 175.0' of 8" PVC ® 0.40% 1+00 I I O SSMH #16 (48-INCH) W W I W 9 70.9 of 8" PVC � RIM:2736.31 W 105 69 35 / ✓ W W/W�//y �//��/��,/1W/l'��Wyj�/° /l W///WS W W W WW.W• 91 oo \y I WW W WWW W WWW W ' ' PI PI � I } •1 W W DEPTH:1 3.6' WWW WWW WWW I I W,,R INV IN:2722.85 8" (S)103.5jf 8� PVC ®�41 SSMH #7 (48-INCH) RIM:2735.73 56.7' of8' PVC @ 3.99% INV OUT:2722.75 8" (NW) W ICU 0 6 , 60 DEPTH: 0° SSMH #10 (48-INCH) e_ W • V IN:2720.13 8" (W) UL A�� 7 W RIM:2735.34, INV IN:2720.13 8" (N) I II - W W W _, I DEPTH:14.0' 98�W W o INV OUT:2720.03 8" (E) o ru©rl �5co 11 W W I Y/ •�✓7 / INV IN:2721.48 8" (SW) W SEWER ALIGNMENT"I"- W W W W +� 102 83.5' of 8" PVC C,y 0.41% + 67 i`L 37 W W I I 4 PI 4 PI SSMH #32 (48-INCH) INV OUT:2721.38 8" (N) O\ / ER TO PP3.4 FOR PROFILE W W W W W .14 I " W RIM:2737.62 REFER k1, W W W• O W ��\� W SEWER ALIGNMENT"G" 107 aD a W W I I i v W W W /W g/ W ✓��/" i //W/W/W W WW W WW•t . / 90 `� W �W \ 1�k W W O O108 O66 / O38 oM 12 WW WW WW I WW REFER TO PP3.3 FOR PROFILE INV IN:2723.69 8" (S) C C SSMH #31DEPTH:14.0' INV OUT:2723.59 8" (NE) (48-INCH)' 157.7' of 8" PVC @ 0.40% ?�RIM:2736.73 a, W 1 W W W W: . N W DEPTH: -, • W W w I I W W I 89 Op 270.5' of 8" PVC ® 2.71% ,• W I.INV IN:2722.88 8" (SW) W W W W BLOCK 1 z �2740 -INV OUT:2722.78 8" (E) W W W A A J SEWER ALIGNMENT"B"- W a w / 65 REFER TO PP3.2 FOR PROFILE W W ��4� TOE 2�6 � 276 W/�✓ W W 0� w ����E� �WW-WW1•W,- W`��W�fL�7W32�7. W���W1LD-WWW�W��-J�..[.oV�2��r W "L���-OW/�p J W W W W r4Wb-WW �WW�WI WW W/,W�`r1W6�"�JW,WW Wk a� 1 W1p0 W .INV o\RIM2736919 110 J 64 ' •''.f.• 40 WW WWWW WW II IaW WSSMH #11 (48-INCH) O IM:2736.32 + 3180' of 8" PVC _ 0DEPTH:14.2' a 0T INV IN:2722.21 8" (S) w�3 y + I � APEX SOUTHEAST IN:2722.21 8" (W) SSMH #29 (48-INCH) a `"140.9' of 8" PVC ® 0.40% W : 0 G SUBDIVISION No. 2 p OUT:2722.11 8" (NE) FL DEPTH:8.2' J a W W (R-8) oo • W $$� I , • + 95 96 97 W INV OUT:2727.89 8" (N) L J W W ~ W ✓ W W W W W + R� 176.0' of 8" PVC @ 0.40% O i 63 41 z W I 2 WI4 70.8W ofW 8" PVC ® 0.41% 275 I �, e ,• 104 t _ :{ SEWER ALIGNMENT"C"- a, 408.0' of 8" PVC @ 0.51%' cc w W W W I � KEYNOTES (TYPICAL) r' 77.5 of 8" PVC @ 4.05% m s - N PI f REFER TO PP3.3 FOR PROFILE 15 W W O4 C y W o BLOCK 1 O W 1. CONNECT TO EXISTING WATER SYSTEM. SSCO #35 SSMH #33 (48-INCH) / 86 SEWER ALIGNMENT"A"- \\\ CC RIM:2738.43 RIM:2736.78 REFER TO PP3.2 FOR PROFILE W 112 + 62 42 Q W W w 3 I DEPTH:13.8' _ 8"W-� i SSMH #12 (48-INCH) - \ \ O O I W 2. STUB WATER MAIN FOR FUTURE EXTENSION. a E. ADLER HOF ST. 2+00 DEPTH:12.8' RIM:2736.81 r'�I \ W 'l `^ 16 a W W W O I 3. CONNECT TO EXISTING SEWER SYSTEM. INV OUT:2724.64 8" (E) 8„S INV IN:2724.08 8" (S) DEPTH:1 1.5' "°' \\ \ a - o O 1+00 'lj INV IN:2724.08 8" (W) 121 120 119 n 118 117 \ \ 116 115 \00 a 52 + SSMH #17 (48-INCH) W W WI 4. STUB SEWER MAIN FOR FUTURE EXTENSION. ,8 INV OUT:2723.98 8" (N) INV IN:2725.45 8" (S) 3 328.9' of 8" PVC ® 2.23% W 113 rn 61 43 RIM:2737.50 W W W Z I 5. FUTURE ROUNDABOUT LOCATION PER ACHD f o 274 INV OUT:2725.35 8 (N) oo \ \ O I MASTER STREET MAP. 138.7' of 8" PVC ® 0.40% o ! o n SEWER ALIGNMENT"E"- O O DEPTH:9.1' W U I INV IN:2728.45 8' S 1 W W W + _ 85 0 \\ W REFER TO PP3.3 FOR PROFILE _ ( ) W W INV OUT:2728.35 8' N N 6. PROPOSED ACHD STORM DRAINAGE EASEMENT -t m C9 \ PI PI PI ( ) SEWER ALIGNMENT"J" -N + W W W f,• ,f W W W W W 114 W W W W W 4 W W W REFER TO PP3.4 FOR PROFILE / a co 60 f 44 W ' W W W W 17 7. PROPOSED GRAVITY IRRIGATION PIPED SYSTEM. E: E. GRAND CRANE LN. D r p W W W I 8. WATKINS DRAIN DITCH TO REMAIN OPEN. DITCH TO 20 ( 273 84 p... ' 8.. 94 0 4+00 0 59 45 ; W W I I BE RELOCATED PER PLAN. I - O 1+00 2+00 3+00 4+00 - c O O II I + W 8"S 8"S 8'IS 8"S I l Y f o> 18 W W W W " co 326.9' of 8" PVC @ 1.28% cr W + W a I o I a 83 0 0D a 7 \ 1 W 58 46 `°' a W W W I PRELIMINARY ENGINEERING NOTES + I 272 O + W o 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE LOOPED THROUGHOUT O ' SSMH #26 (48-INCH)RIM:2737.10 l \ 1 O O O cn I BLOCK 1 W W cW$ I�° . I THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS IN S. LOCUST GROVE RD. 1\ 111 SSMH #19 (48 INCH) ao A A 19 W II 1\ 1 RIM:2737.36 00 I DEPTH:8.2' \ DEPTH:15.9' 0 57 47 I W W W I s I 2. SANITARY SEWER SERVICE EXISTING SANITARY SEWER MILL AIN BE PROVIDED SR�OCUDSTBY THE GROVE RITY D. AT THERIIDIAN. THE NTERSECTION OF EE.TBWGLEYLL ESTERVED BY THE _ 82 v 122 123 INV OUT:2728.90 8" (E) 127 II `\ 128 INV IN:2721.58 8" (S) + ', w i _ W W W I W b o 0D \ a «�?� _ 124 D 125 126 1 INV IN:2721.58 8" (W) 247.9' of 8" PVC @ 0.60% °e - 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE DETERMINED WITH THE FINAL a I a O O O� 111111 INV OUT:2721.48 8" (N)I .� W W W I I PLAT DESIGN PHASE. II O 271 N� W 56 a 0 20 W W I I + W 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO SEWER ALIGNMENT"I" a I I m DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. o REFER TO PP3.4 FOR PROFILE 81 O f Pi PI I PI � W I W li O o N R W' 264.0 of 8 PVC C�? 0.40% W W ' 0 1 5. E. VIA ROBERTO ST., S. HAWKS PERCH AVE., AND E. ADLER HOF ST. SHALL BE PUBLIC STREETS OWNED AND j N� a N W D II I 55 49 21 a W W W III MAINTAINED BY ACHD. ALL OTHER ALLEYS AND STREETS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE 142 141 140 139 138 137 136 I 135 134 133 :r SSMH #18 (48-INCH) W I : I I HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. B B RIM:2738.13 S1406131700 I a I 5 270 -�' SSMH 14 48-INCH i1 I II a I DEPTH:8.2' W W W I f BRUNO II O111H O ) 80 bo # ( ) SEWER ALIGNMENT"C"- W o 50 W W W 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS AND STREETS SHALL BE COLLECTED AND ROUTED TO STORM / O RIM:2738.09 REFER TO PP3.3 FOR PROFILE o INV OUT:2729.94 8" (N) I FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE AND PUBLIC STORM M ,Id, Willi J + 54 SSMH #25 (4 INCH) � I I SSMH #13 (48-INCH) DEPTH:8.2' W r; RIM:2738.04 W W W co o FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. RIM:2738.12 INV OUT:2729.88 8" (NW) p \ 200.2' i f 8" PVC C�? 0.40% o, _ W I I DEPTH(SW) 22 W W <v 7. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE APEX SOUTHEAST SUBDIVISION �I DEPTH:8.5' III II P INV OUT:2729.89 (SW) O 1 I PRESSURE IRRIGATION IMPROVEMENTS. THE PROPOSED PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY 00 BLOCK 2 j BLOCK 1 a INV IN:2729.74 8" (SE) W I I W W W 53 W W W 51 W .' a W I a \� I \i .1 ., .1 W W = AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. M ar Q INV OUT:2729.64 8" (N) E m "I O oo -U 269 79 ,^� W W W W W W W W W W W W 12 w 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN z �I N w / O ?`op 8'IN 'w "w w 12 2+00 12"W 3+00 I a s CONSTRUCTION NOTES: DRAINAGE, SEWER, WATER, AND PRESSURE IRRIGATION. O s E. ACME LN. 3 a 22.0' of 8" PVC @ 0.64% �� . g 8 •' 8"S I '( 8'S 8"S T-_� W W I - 430.9 of 8" PVC C�? 1.35% W Y g I „ 23 , W W II I o I 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED DURING THE FINAL 1 1+00 10+00 1+00 9+00 +00: 1+00 \���'�= �S ram- W I w II I I I PLAT DESIGN PHASE. " W W M II U oa N = a o / W 10. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE EASEMENTS SHALL BE DETERMINED DURING THE FINAL N I O \ 268 -aI W W W III III W W W I II I I I \ PLAT DESIGN PHASE. 00 I I SSMH 21 48-INCH) 238.0' of 8" PVC ® 2.87% 22.0' of 8" PVC ® 1.05% W W o III I �I W• SSMH 22 48-INCH [ WIRIM:273 21 SSMH #20 (48-INCH) SEWER ALIGNMENT"D" - W I W I 1 1. THE STREETS AND ALLEYS SHALL BE CONSTRUCTED PER THE STREET SECTIONS SHOWN ON SHEET C3.6. THELn SSMH #34 (48-INCH) I 77 # ( ) W N Z SSMH #24 (48 INCH) W W I PAVEMENT SECTION THICKNESS SHALL BE DETERMINED DURING FINAL DESIGN. RIM:2737.72 DEPTH:13.7' RIM:2736.80 REFER TO PP3.3 FOR PROFILE I z g RIM:2737.92 75 W > � J\ RIM:2737.82 W D:2737. 2 DEPTH:8.2' W z INV IN:2723.65 8" (S) DEPTH:14.2' \-DEPTH:8.3' W W I I \ 12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING FINAL DESIGN. O Z I I INV OUT:2729.52 8" (E) W oo O W INV IN:2723.65 8" (W) INV IN:2722.74 8" (E) INV IN:2729.66 8" (NE) = W I Y INV OUT:2729.88 8" (N) W o ~ IINV OUT:2723.55 8" (E) INV IN:2722.74 8" (W) a W W I I ° U z a(, I o Q INV OUT:2729.56 8" (W) 13. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE DETERMINED DURING THE FINAL DESIGN PHASE. a I O 1+00 I 267 W 70 ° N W Id II'I N INV OUT:2722.64 8" (N) W W W W I o I I oo 76 WLn 73 72 71 IF0 Q F I 34 33 32 31 30 29 28 27 26 25 24 W W W I I I I_ZZWd 2 W WW yW WW•W O%W 9 WW W WW• W WW. W PW . W W WW W WW W WW� �WI2 66W W - - W WW • V(\W •, - V • "z � �' 1 I r' II I l I✓I APEX CADENCE SUB DIVISION N pI PI 'pi PI E N S-7 MERIDIAN ID ^ G W PIGIW 'GI � pl F H 131 z0 GI �'74 SEWER ALIGNMENT I., WW W WLU W I PRELIMINARY ENGINEERING PLAN W W W W WW W W .- . REFER TO PP3.5 FOR PROFILE Io 16860 12"w 12"Ily 12" 12"w 12"vv 6 I - - - REVISIONS J�q 10/9/24 P v E N G I N E E R I N G Z 12' 12"W 1 'W o-12"W I I I II �� F O \�� �1 I I F 5725 NORTH DISCOVERY WAY E.VIA ROBERTO ST. c I J NO. ITEM DATE S� BOISE, IDAHO 83713 z -2737- -� �- + � - r �-- ,--_ _ - - - - - - - - - �\ II 5 ��N K\N w � C• PHONE(208)639-6939 Q I kmengllp.com z T T T T T T T T T T Twp - o _ P I Im T T _�___ W -2737 DATE: OCTOBER 2024 - -- -2736 T -� G - PROJECT: 24-108 2737 - SSMH #23 (48-INCH) 4 =- - -rTg �� - To� =T0�-Tom�oP- SHEET NO. w S1406417700 RIM:2738.24 T 2 T L& G M U RGOITI O LLC DEPTH:13.8' T r T- INV OUT:2724.47 8" (N) T�T�T� I I o PP3.0 a 0 60 120 180 Plan Scale: 1" = 60' °GI II I I I I i as S1406110016 J S1406110110 I -3 SCS INVESTMENTS LLC \ MURGOITIO REVOCABLE N 1 \ I (C-C) I TRUST - G� T2� TOE- ODE- Tnr TIC TOE IOZ TOE T TOE Pi -vi- a 1 W 'II'1I( W W W W W W W W W W W W W W W W•• W W GI I GI GI 3 "GI 36"GI 6"GI PI PI PI PI PI PI PI PI PI I "`LLL!lIJJJJJJ W I L W W W W W/ W W W W W W W W W W � � W W I`� 1W W W W W W W W W W W W W 260 261 262 263 264 265 W Z W W 169 168 167 166 165 164� 163 162 161 160 159 W 2 W �I 4 W W W W W W W W W W W W a O O O O O O W W W W W W O O O O O O O O O O O W W W W W W W W W W W W W W W W O W W SSMH #43 (48-INCH) i H -INCH)< SSMH #42 (48 RIM:2735.24 W o DEPTH:10.0' 172 RIM:2735.57 -\ 'doNl�W\�\\�W�I• V�L\�W`�W�W\����\W� W�W ao�J' W W W WW W WW W WW W- \ WW DEPTH: RIM:2736.75 INV IN:2725.31 8" (SW) Q INV IN:2723.87 8 (W) DEPTH:14.0' INV OUT:2725.21 8" (E) F F SEWER ALIGNMENT"K"- INV IN:2722.85 8" (W)INV IN:2723.87 8 (S) 0•WW W WW I I I REFER TO PP3.5 FOR PROFILE INV OUT:2723.77 8" (E) INV OUT:2722.75 8" (SE) W W W I I I I II «I W R W \tn� ]Aq, VV�1__ �� \\ �\ IiV--- - -�\sty. ,, - - -- W W W W \ 8"r +00 8"W 7+00-8"W 8+00� 8"W 9+00 $„w. f10+00 "W- �• 5.s- 158'- W W Xi Y p QI. p 45.7' of 8 PVC 0.42% I o N, -8" W W • W W W W W W W W W {� O H"S 8"S 8"S H"S H J IV"S 1. W - x E. OPTIMUM LN. 1+00 R #40 INCH) ate\() 49.9' of 8" PVC Q 0.40% - . W W W W W \ \ W W� '' W W / W W W W••f W W W W W W W 173 1 1+OO DEPTH:14.6' W SSMH #44 (48-INCH) @198 PI 197 INV IN:2722.56 8" (NW) W W W I III'.I RIM:2734.72 w W W W W W 333.0' of 8" PVC @ 0.40% 228.7' of 8" PVC ® 0.40% ).'f INV OUT:2722.46 8" (S - u W \ W \ \ W W W W W W aW W W �� W W ►v` \�w DEPTH:9.2' W W W W W W O C* 196 0 174 O W I`'' I I I INV IN:2725.61 8" (S) W W W W W W 220 1199 I' 1157 W W W W W W INV OUT:2725.51 8" (NE) W W 221 W W W a. f I W W W I I I . W W W W W W / D D O W W I W W\� W W�[`CJ�•" W W W W 257 a O�W W W W W 219 .�.•�. 200 0 195 175 N 156 W W W �' I \ W `. O O W W W W W + - NN4s W W W W ' SEWER ALIGNMENT"L"- N / O° oo a W APEX SOUTHEAST W � W \ W y W / W W W W W ':I g,.l'• REFER TO PP3.5 FOR PROFILE f + W W SUBDIVISION No. 1 ;0JI N W (I I I I R-8) W W `Y W \\ /' W W W W W W W W 218 201 N 194 ''L •I'' 176 G W W W W G LJ \ O a, I• O 155 I o I W � W � W W o- W �� \ 256 �. W W W W �•'• 208.3 of 8 PVC @ 0.40% - RP .5. Lu I 358.8' of 8" PVC ® 0.60% W W W W W W W 202 193 177 Z' d W W I I 217 W R RL ( W W W Y o W S �400 PE O l L I I l I .0' of 8" PVC � 1.08% � co�m W pEN�CANI�� r W O W W 1/. W W 1. �+ OO OF RP ROS W W W \� f W ID216 203 ( 192 i 178 s +� W W LuI ..I PER W / W O I v) 153 W > O I I l I W W � W 254 I 77 S W 210 185 SSMH #39 (48-INCH) W Y I I o \ W -4RIM:2738.30 aW W L 191 179 DEPTH:16.8' W W W �' \ W W�� O f.•, O Lu ;: O INV IN:2721.62 8" (N) Z INV OUT:2721.52 8" (S) W W O co 0 A .' A I Q A i• A 152 W W N VO. W \W W ��`\ / SEWER ALIGNMENT"K"- o W 214 ' 205 o LL 190 f. 180 W W W W I �\ 2 REFER TO PP3.5 FOR PROFILE a - I 0 205.0' of 8" PVC @ 0.40% W W I S1406110451 r W f: , ,' , T 151 I I f fil DWT INVESTMENTS LLC � � \ of W W I o W W W W \ N f 206 - � 189 / a 181 O W W � � W � W W � \' � 213 • . W W I SEWER ALIGNMENT"K" Wr 251 REFER TO PP3.5 FOR PROFILE _W W W W o O SSMH #45 (48-INCH) ap1+00 207 188 J .:I 182 y) °D 150 W W W f 4 PI API RIM•2736.02 /63.4 of 8 PVC @ 0.41 " % W W W W AW \ DEPTH:8.3' 212 SSMH #46 (48-INCH) W WIW a. INV OUT:2727.77 8" (N) O RIM:2736.72 SSMH #36 (48-INCH) O W W I DEPTH:8.5' °O W O211 n W '. ' PI 2 2 R IM:273 7.81 INV OUT:2728.21 8" (N) O08 5+0 DEPTH:1(8 O183 J � IN O (S)V IN:272009 j 0 INV OUT:2719.99 811 184 O ' SSMH #3814 9(48-INCH) - W . W W aW W1 4W8 W ': I I W W I f RIM:2737.68 '1W 8"W 8'W 8"W 8"W 0 DEPTH:17.1' W W f I I I C 1 'INV IN:2720.70 8" (N) 1 E. SPIRE LN. INV OUT:2720.60 8" (SW) W W f W W W I W W W�W W WW W I WW �IWW�oW W fW W W'W W WW•W.W�.W,WW• •W•••W' •W••d•• W W W -W W W W N • `�� - aW Wv W WW • I II _O APEX SOUTH EAST MAT 16+00 = 147 CH LINE . SUBDIVISION No. 2 (R-R) co 1� J W W OC � II I 61 W f I W W W � W W ' '• . f L W W W W W W W 1,■117)' W 1' J• W W W W W W W W W W W W co a 36.2' of 8" PVC © 0.41% w W W O 1 I I W W W I W WII� I o Z. SSMH #37 (48-INCH) W 1r1 I + Q W W IIW W W W I W • W W W W • W W W W �, r a O RIM:277.47 146 W W W f 143 DEPTH:17.1' W O INV OUT 27INV 020 35.45 '8(N(W) r ~ I W W W W 60co W W W If W (n C W W I W I I W W W W W 'W C WI W / '� W �� ' j• W W ' �. W W W vi: 144 145 �, W �I 1 00 212.5' of 8" PVC @1.05% W W JIIW O W IW I/ I� I 'W I W/W W W W W F. W W W W W �W �I F. W W W W � W rJ.I I f •, W W IIIIIIIII1 W ! W-T- � � IW /1`I1rII/1�11 1 f•',f• W W W W W W W W J W W W W W W W W W II I W"II •S• f•W W W W W W W W W o I - W I W W W W W WI Wf . W W W W W W W W W W � O tO••f W W W V W W W I W W W W W W coE. BINGLEY LN. W W W I W II W o KEYNOTES (TYPICAL) ® z a 8"S 8 o W W W 8"S W -I 1. STUB WATER MAIN FOR FUTURE EXTENSION NN O dW I I } I 2. TO EXISTING PRESSURE IRRIGATION I 1 SYSTEM. W 1 W W. � � '•1 W .IV: W. W, W V%f••W} W W W W f: W W� � 4"P 4"P - O J,I_ W IW� I \ •v, W ¢W W W W W W� W W • 1 W W W W W �• W W W W W W W W W 1{I'JI / %lalo I I r 3. CONNECT TO EXISTING GRAVITY IRRIGATION p �I II A W I/Oi F�.II .•W ' '. 'L� `S W W W W W•. .W W W W ''W. W W W W W' W W �yS W W W W PI AILI rl MANHOLE. 4. PROPOSED GRAVITY IRRIGATION PIPED SYSTEM. 5. WATKINS DRAIN DITCH TO REMAIN OPEN. DITCH TO z a BE RELOCATED PER PLAN. O Y U Z a Or- 0 APEX CADENCE SUBDIVISION Z SS�ON A L £HG MERIDIAN, ID ENSF Z PRELIMINARY ENGINEERING PLAN 16860 z REVISIONS s� 10/9/24 �o I E N G I N E E R I N G qTF OF ��P �v 5725 NORTH DISCOVERY WAY NO. ITEM DATE �� BOISE, IDAHO 83713 z PHONE(208)639-6939 kmengllp.com z z DATE: OCTOBER 2024 0 PROJECT: 24-108 SHEET NO. 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I 185.5' of 8" PVC @ 0.40% @103.5' of 8" PVC 0.41% 224.5' of 8" PVC @ 0.40% 42.6 of 8" PVC ® 0.42% ' EXISTING GROUND CENTERLINE OF SE R PIPE ALIG MENT I ' of 8" PVC @ 0.41% FINISH GROUND CENTE LI 70.9' of 8" PVC ® 0.41% NE OF SE R PIPE ALIG MENT 2715 83.5 33.4' of 8" PVC © 0.42% 2715 (MD 0) M tMD M LOM M M M MM LMO NM M M M OM MM MM NM NM OM) 0) rM r7 M r7 M Co MM M M OM) uMl tMD OM tMD M tMD rI� M (D O O K) N co r LO LO LO LO Co 1�2 r CDO N O Co CD 00 0 N 00 O) 00 LO r 0 O M c M O) M co 0) Cn (0 �O r D D r r r r n r 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 NNN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NNNN 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 Co 2745 =o co 0 N —=0 po ao u Co 00 0 0o _ 00 U O �� U Z ' Z 0 O O 00 Z O 00 ZI w 00 Ln 000 M 0 Cn 0 cD 0 00 I W (0 00 0 in r 00 N I� cD p 00 O cD 00 N 0 N 00 M' 00 00 � _ r N N Lob 6o6rr N 0)rNo O (D��`� cON N ro� � r N cD� 00 ? O NN H � O N �N MIS �N ON +I� 2740 +� � �cao �rir N 0 C'4 +� = Z D =I�N � 0 2740 =�N � ZZ 0 �M7N H — +I� _ =u)N 0 � .. .. a g Q > > > _ +r = Z =N N � Z 0 FINISHED GROUND m Q� > > o Z cn�_ w Nam — �Q o U) cn cn F2 o Z Z Z �Q� CL > to�� w Z Z cn cn o- o z z NNO O Z Z 2735 - - - - - - - - 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 cD cD cD cD cD M � o N N to cD Co o N N cD 00 0 c0 cD cD cD cD cD cD cD cD c0 c0 c0 c0 c0 cD cD c0 c0 cD I� r r r r r r 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 NNN 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 Z SS�ON A L £HG MERIDIAN, ID ENSF Z PRELIMINARY ENGINEERING PLAN 16860 z 01 REVISIONS s� 10/9/24 �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 z PHONE(208)639-6939 kmengllp.com z z DATE: OCTOBER 2024 0 PROJECT: 24-108 SHEET NO. J W 0 N 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 c�o o0 Z.. 00 U- U 0 _ 00 00 o 000 00 Z 00 00 I IWi 00 °� LO 10LO Ln 000 � � qtco Zu- 00 00 0 rn`,° rn �o � � N �� coo �N N w O O O 0) N (V N r 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 OLO^ 6i6i +r O N�6 tr- , N Nrr � 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 +r2ZZ 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 408.0' of 8" PVC @ 0.51% of $' PVC 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 r7 0M0 M r7 M r7 n M M M 6r7) KM) r7 � � LO r7LMO r7LO r7 Or7r� r7N OM ( OCoM �O 0r NLo 00 O r CD (roO 0) 00) O O r O LOo r rD r- 00 0) O O 't 0 00 O 0)U O (D n (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 o Oo LO LO - z o Co 00 o Z o I LL or o ^ eo Z i- �00 N O0MONN N �0r7^ OO ON 000 I, Lq �LL 00 00 O 00 Z� 00 00 r- -0 LL � OO17 ��rLoNN H OrrNN N �0 co N0)- r- I O LoLn r N 2740 cy0� 0 ro,riLOr, r �Nrn �o U� U� o o +� _ � =�N zz 0 2740 2740 +� = ZZ D_N�o LO� � ", +� � 2740 2740 0'tm N N6c6c4N 2740 _�N H o �Q� a- » > _�N H - - O MM 7 N D 2�N = 0 Co0U•j 'tr r �`� _ FINISHED GROUND N u— W Z Z Z Q " + = z o O N N +r (n > (n 0 — — — cn�� w » > =�N � - o FINISHED GROUND �Q� CL > +r =r•)N � 0 cn cn FR Z N N&E o Z Z Z � •• •• � cn�_ w z =�N = z Z o FINISHED GROUND �Q " o- 0 a—>> NNO_ 0 - w > (n(n 0' O Z Z N W > > > (n(n 0_ O - - - - _ NNO_ 0ZZ 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�1% of a PVC ° 2725 2725 of $ Pic 2725 2725 2.2,3 2725 2725 3p6.3' Z�p.S I 2720 2720 2720 2720 2720 1 112720 \-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 � V) 0 0 o co m m � o It o M N 0) O r Ln � Co Op o) � O r O r r rn Co r7 00 00 r n Co N Co n O N c0 O LO O Ln LO U') LO LO Ln 0 0 Ln L '0 (o I� Ln Ln Ln n U) U) U) LC7 Ln Ln Ln U) v1 M M M M r7 r7 r7 to r7 �� M M r7 n r7 r') r7 r7 r7 M r7 r) M M M M r7 r7 r7 n r- rM r7 m I- 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 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 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 Z SCVA A L £HG MERIDIAN, ID ENSF Z PRELIMINARY ENGINEERING PLAN 16860 z 01 REVISIONS s� 10/9/24 �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 z PHONE(208)639-6939 kmengllp.com z z DATE: OCTOBER 2024 0 U PROJECT: 24-108 SHEET NO. J W 0 N PP3.3 d 2750 2750 2750 2750 Z W ,�w 2745 N 2745 2745 Z o o v " 00 -mo _Z o v Z o 00 o N Z 2745 ao CO mo Li 00 00 1CO LO a0 O ao r- Z o 00 =O Z a Z ... CO O N 000 00 CO � CO O c(o r7 - 00 N 00 a0 _ UO - I W c0 ON r OO P ON- r7 N _cOr- 0N r- 000 Z� 0000 t0 �O M0� ON P�� OONN M�C14 � � � N PI-c6 'tl� N DLO . . N 1 O (0 co 00 Pip N +POCK r�Oc6NI-, I- N Oto7N +� 2Z = � ) N 2740 00 - 2740 2740 = P ,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� 9)d r, r N +r (nN0: 0Z �Q� � � � U) Ld Z (nLn LdZ Z 20)N = ZZ OP � NN 2PN = O (nH_ W NNO_ 0 _ - - +1,- mZZ FINISHED GROUND m " " a- 0V)� ozz z _ - - - N�gw > ) > d - - O (NN ui E 0 Z — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — inwQE 0 Z Z Z (nH� W > > 2735 N N 0 z z Z - - 2735 2735 2735 EXISTING GROUND EXISTING GROUND 2730 2730 2730 2730 430. 9' of 8" PVC © 1,35% PVC 2725 6 of $" 2725 2725 2725 299• � 176.0' of 8" PVC © 0.40% 140.9' of 8" PVC ® 0.40% 70.8' of 8" PVC ® 0.41% 2720 2720 2720 2720 EXISTING G OUND CENTE LINE OF SEWER PIPE ALIG MENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG WENT 2715 FINISH GROUND CENTE LINE OF SEWER PIPE ALIG MENT 2715 2715 FINISH GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2715 O P r- N N N N N N N N P P CO N r` N CO (0 N P P � N P ' P P Ln . a0 c0 r P O r` O �`� 00 � O � r- P P � 0) I- 0 � CO c0 P � CO � � � � P P M P P P P �`� ^ �`� ^ P ^ P ^ P n P O P O P P P P ^ P ^ P r P (o > P P P"� P P P P P P r, P P P P P P P P P P P P N N N N N N N N N N N 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 000000 o 00 r- 000 00 00 0' N It O O r�i P 11,000. O � toN N � 2740 o±N o P 00 L6Nr, r, N 2740 P N N (n N o z EXISTING GROUND =N N z z p 1 V)I > LnLnY0zZ Z 2735 71 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 Z SC VA A L £HG MERIDIAN, ID ENSF Z PRELIMINARY ENGINEERING PLAN 16860 z 01 REVISIONS s� 10/9/24 �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 z PHONE(208)639-6939 kmengllp.com z z DATE: OCTOBER 2024 0 U 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 tDQ400 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 r 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 2�N = Z 0 =LnN � Z 0 �Q� 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 l0 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 tC) tC) (0 (0 (0 (0 (0 (0 (0 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 to 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 2�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_ (n(no- w 0zz z - - - - - - - - - - 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 M 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 Z SSNON A L £HG MERIDIAN, ID ENSF Z PRELIMINARY ENGINEERING PLAN 16860 z 01 REVISIONS s� 10/9/24 �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 z PHONE(208)639-6939 kmengllp.com z z DATE: OCTOBER 2024 0 U PROJECT: 24-108 SHEET NO. J W 0 N d 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. \ \\ \\ \\ \\ \\ \\ \\ \ \ \\ \\ \\ \\ '\ / \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \\ \\ \\ 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 EASEMENT 0.5' 0.5' EASEMENT y\ LANDSCAPE BERM 3' GRAVEL SHOULDER 5' SIDEWALK 8' PLANTER 16.5' TBC—CL 16.5' TBC—CL 8' PLANTER 5' SIDEWALK \ 7' PARK g' THRU LANE 9' THRU LANE 7' PARK \\\\\\\\\\\\\\\\\\\\\\\\ 2' 5' SIDEWALK WIDTH VARIES WIDTH VARIES (17' MIN.) SLOPE TO LANE LANE \\\\\\\\\\\\\\\\ f% EXISTING // // / r / E ISTING/ //� 1' LANDING, /\\\\/\\\/\\\\\\ \ \\ \\ \\ \\\\\\\\\ \\\\� \\\\\\ \ \\\\ \\ \\ \\ \ \\\\\\\\\/\\\�/\\/\ \\/\\\\\\\\\\\\\\\\\\\\\\\\\\\\ GROUND \\ \ , TYP., r\r i\\ \ r\\ \ \ 1' LANDING, ///�/ / / / / / / / / / // / / / / / / / / � /// / / /\//\//\//\//\/\ \\\\\\\\ \\ \\\\\ \/ASPHALT PAVEMENT TYP. \ \/ \/�\/�\/�\/�\/�\ \ \'\ \ \/� \ .\/�\/�\/�\ . \ � // \\\\\\\ \\\\\\\\\ACHD OSTORMWA ERR \\\\\\\\\\\\\\\\\\ \ INUS CRUSHED AGGREGATEBASE 3" ROLLED CURB ASPHALT PAVEMENT , / GUIDELINES SECTION ' / AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"—MINUS CRUSHED AGGREGATE BASE /\//\\/ /\8200DRAW GANDARD DETAIL 5 \ \\\/\\ /\6" OF 3/a"6MINUS CRUSHED N SUBBASE 6" MINUS PIT—RUN SUBBASE \/j/\//\\//\\//\\/\\\\ \\\\\/\\\/\\// 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, /\\/\\\ \//\\ TYP. 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, \\ ROLLED CURB TYP. 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 EASEMENT p 8' 18' TBC—CL 18' CL—TBC 8' PLANTER 10' SIDEWALK d 3:1 MAX. SLOPE TO a EXISTING a \\ z\\\\\\\\\\\\\ \\ \\ \\ \/\\ /\\ \\ , , ,\///\// 1' LANDING, / \ .\ g TYP. 6" VERTICAL CURB COMPACTED SUBGRADE ASPHALT PAVEMENT APEX CADENCE SUBDIVISION 3/4"—MINUS CRUSHED AGGREGATE BASE AND GUTTER, TYP. \pNAL Z6" MINUS PIT—RUN SUBBASE MERIDIAN, I D ��SS ENSFHc/y w STREET SECTION E ( PUBLIC) PRELIMINARY ENGINEERING PLAN O SCALE: NTS 16860 z REVISIONS s� 10/9/24 �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 z PHONE(208)639-6939 kmengllp.com z NOTE: w STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED DATE: OCTOBER 2024 AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING PROJECT: 24108 REPORT AND ACHD'S REQUIREMENTS. J SHEET NO. W 0 N PP3.6 d