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HomeMy WebLinkAboutPre-plat VICINITY MAP : 1"=21000, PRELIMINARY PLAT SHOWING APEX FARR SUBDIVISION W APEX FARR SUBDIVISION 0 — — I PRE-PLAT BOUNDARY A PARCEL OF LAND SITUATED IN A PORTION OF SECTION 31, TOWNSHIP 3 Eu J DR GRAVEL LLC NORTH, RANGE 1 EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO. ^ S1131212400 0 200 400 600 CITY OF MERIDIAN c S1131223350 I Plan Scale: 1" = 200' o IW II . . . . . . . . . . . . . . . . . . . . . ....... . .\: : : :: ACHD I I ACHD E.LAKE HAZEL RD. :'::: . . . . . : :':': : : :':'. . . . ,� = �. .:. .- S1131212500 S1131120760 : : . :.:.. .. .. E. LIBERATOR ST. . " . - . ' ' ' ' '.'.'.' ' . . .'.... .... ::� \ I I TECO ONE LLC 51131244200 Q: FUTURE - - -:- AMENITY \ I INDEX OF DRAWINGS TECO ONE LLC .— 51131131235 SHEET NO. SHEET TITLE TECO ONE LLC IQ� S1131131210 ICI PP1 .0 COVER SHEET I \ W E. EAGLES NEST DR. BLOCK22 IQI I MARTIN REVOCABLE O O 1 101 TRUSTS1131131330 PP1 .1 EXISTING CONDITIONS PLAN 7 W IQI I PP2.0 PRELIMINARY PLAT LAYOUT 1 0 0 0 0 0 OcKO Q 10: O O pRFC/p ICI MARTIN REVOCABLE �' PP2.1 PRELIMINARY PLAT LAYOUT ,. O /CF TRUST S1131131350 O pR PP2.2 PRELIMINARY PLAT LAYOUT O 24 23 22 21 20 19 18 17 000 13 12 ,pc O 74 BLOCK I2 O - I PP2.3 PRELIMINARY PLAT LAYOUT PREVAIL SUBDIVISION 0 73 \� 54 03 O \ \ I PP2.4 PRELIMINARY PLAT LAYOUT (R-8) E. VAULT ST. 76 72 \ 11 I \ Q � 77 �;= 62 10 12 13 \ \ PP3.0 PRELIMINARY ENGINEERING PLANS Q 71 \ LEAVITT PP3.1 PRELIMINARY ENGINEERING PLANS Ol O2 O3 O4 OS O6 O7 OS O9 10 11 12 13 : > \ O 14 \ 51131142220 I OQ BLOCK I9 Q•::;<. \ 51 O O w '.;•: '.:' ; ' }..::'- _;':.:.'::, .,' 69 55 O� 48 47 46 15 \ I I I PP3.2 PRELIMINARY ENGINEERING PLANS E. TRANTON ST. w wt: zz O 68 \ \9�� so 16 RFC�P \ 4s w�° \ PP3.3 PRELIMINARY ENGINEERING PLANS 27 26 25 24 23 22 21 20 19 18 17 16 15 . J 21 2 �\ \ O w O O 67 \ v O lv �F 44 O F pR \ \ PP3.4 PRELIMINARY ENGINEERING PLANS vi - vi 20 \ � 49 �� 17 \ I O E. EXCELSIOR ST. 19 O rf:.. 9�rA FXpR 43 18 \ I PP3.5 PRELIMINARY SEWER PROFILES L1_I 66:..,.., Ol ,o is \ \ < PP3.6 PRELIMINARY SEWER PROFILES BLOCK 17 O O O O O O OL(D O O 10 11 12 13 17 11 O o64 66 \ 12 BLOCO (D 41 MATTHEWS — PP3.7 PRELIMINARY SEWER PROFILES O IS 16 ��'�` O � \ ;; O 40 \ \ S1131142260 � ( _ J 56 11 15 O x 62 57 O 39 21 � PP3.8 PRELIMINARY SEWER PROFILES O w O O ,((O.� 10 50 \� BLOCKI2 GRIFFITHS — — _ PP3.9 PRELIMINARY STREET SECTIONS 14 O8 SS �(1` \ ..\ '9 6 P 10 38 23 27 26 25 24 23 22 21 20 19 1S 17 16 15 13 •*:• O N 61 J \�_ \ \ �i0 O O \�J� 1 22 O I S1131142310 O 59 �. \ ,Lo J 9 37 I I PP3.10 PRELIMINARY STREET SECTIONS 12 10 O O O 2 24 I I I SABALA ' PPL1 .0 PRELIMINARY PLAT LANDSCAPE COVER 17 ,o O E. SUPREME DR. 60, 16 O �O� O BLOC 38 36 \\ I i PJ 25 \ I R8847000020 I PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN to \ `�\ OAP �� 0 O �' O _J 15 \c\` ( I PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN O �;. BLOCKI6 BLOCK IS \ : 4 12 35 UPPIANO 11 12 13 14 15 16 17 18 19 Ol O2 O3 Oq O SS BLOCK II \ O �V(��Q.� O 1 �j/_ O 26 \ I SUBDIVISION) O O 14 13 11 \ 6 11 O -(�• LF 34 2 MARTARANO PPL4.0 PRELIMINARY PLAT LANDSCAPE PLAN 6 S1131142320 10 O 10 O `Z' 10 3 F�'p 33 PPL5.0 PRELIMINARY PLAT FENCE PLAN O - — — E. QUARTZ CREEK ST. O JO. O \ O s BLOCK7 O 2B o O PPL6.0 PRELIMINARY PLAT LANDSCAPE DETAILS \ O g \ '' BLOCK 11 O 4 `` 32 I \ 3 V U BLOCK 3 O I O \.\ O 11 30 3 4 O O O O \ \ � \ JJ \ 9 O PRELIMINARY PLAT DATA \\ � 1 O O � �JOP O �GTo� O O BLOCKq O E.JAGGED PEAK CT. ROBERTS RESIDENTIAL AREA (R-8) \ P �' F 5 J� 0 S1132325440 ���L O O O DEVELOPER/OWNER SITE DATA 13 10 • CURRENT ZONING R-4 R-8 ` �� \ C�.P 7 ,O� is 14 13 lz BRIGHTON DEVELOPMENT INC. / Q \ BLOCKIO lz 2929 W. NAVIGATOR DR., SUITE 400 PROPOSED ZONING R-8 \ \ 4 O COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL �� \ � APEX WEST � � � 11 BLOCKS �' 11 \ MERIDIAN, IDAHO 83642 PRELIMINARY PLAT(R-2) \ O � O \ PHONE: (208) 378-4000 BUILDABLE LOT AREA 64.999 ACRES \ \ \ 10 :.- ": I CONTACT: JON WARDLE COMMON AREA 29.730 ACRES G _ =Fj EMAIL: jwardle®brightoncorp.com � \ � �. \ . \ 9 0 BLocK4 �� --5. APEX WAY- ROW AREA 29.395 ACRES ) \ I JQ \ 0 ~' _ TOTAL AREA 124.123 ACRES �> JOQ \ O O �. O O > ENGINEER/SURVEYOR OVERALL LOT DATA / )1 ��� F'A , \ O }O O4 BLOCKI3 a KM ENGINEERING RESIDENTIAL LOTS 353 \ �j 7 0 ��� f C) Ln 0 � (D 0 \ \ 5725 NORTH DISCOVERY WAY COMMON LOTS - LANDSCAPE 45 I C� F J / v BOISE, IDAHO 83713 COMMON LOTS - SHARED DRIVEWAY 5 - \ !FO �!/ �' 2 ui 6 PHONE: (208) 639-6939 COMMON LOTS - ALLEYS 6 \ \�o \ 'P yJO F E. LOFT R. - CONTACT: LACHLIN KINSELLA, P.E. TOTAL LOTS 409 \ \\ I Fiy O� 0 Q EMAIL: Ikinsella®kmengllp.com MINIMUM PROPERTY SIZE 4,180 SQ. FT. \ \\ > \ �� P,/ �FO BLo5K2 31 Q AVERAGE PROPERTY SIZE 8,021 SQ. FT. \ \\ } I 39 'p z1 30 O > I DENSITY \ 3s 22 29 O Q > � APEX WEST � P 23 zs 4 � � O GROSS DENSITY 2.844 UNITS/ACRE \ \1 I PRELIMINARY PLAT(R-8) \ ` 37 20 24 O O w 10 \ LEGEND NET DENSITY 5.431 UNITS/ACRE \ \\ 27 v \ 36 \ \�-p N I / .34• ' 19 18 26 O Q 11 N v BOUNDARY LINE RESIDENTIAL AREA (R-15) \ \\ �' 3s 17 11.,- :•:•_•:• O < 12 O — — SITE DATA \ \\\ I 33 1fi O vi DWT INVESTMENTS LLC J CURRENT ZONING R-15 \ 16 13 vi S1132325801 — — OFFSITE PROPERTY LINE PROPOSED ZONING R-15 1 32 31 14 13 12 14 (R-4/R-15/C-C) COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL O 10 LOT LINE \ \ 30 BUILDABLE LOT AREA 1.638 ACRES I 29 COMMON AREA 0.492 ACRES E. SKYBORN DR. 16 SECTION LINE IOIAL AREA 2.129 ACHESSHAPER VIEW \ \ ° �\ 2s '19 R_8 PROPERTY ZONE OVERALL LOT DATA ESTATES \ \\ \ 27 26 O O O O O O ,�..10 17 10 LOT NUMBER SUBDIVISION \ \ \ FUTURE \ 26 24 23 22 21 20 O RESIDENTIAL LOTS 28 \ \ I AMENITY \ \ BLocK1 is COMMON LOTS - LANDSCAPE 2 _ _ _ \ _: - . . . . . . . . . . . . . . : : : . . . . . . . . . . . . . . . . . . — — COMMON LOTS - ALLEYS 1 p — \ — a- - - - - - - - - - - - - — — E. CRESCENDOST. z MINIMUM PROPERTY SIZE 1,610 SQ. FT. -I rt1 _ _ _ _ SURVEY CONTROL NOTES 0 AVERAGE PROPERTY SIZE 2,548 SQ. FT. b I I F O P DENSITY I PROPOSED APEX I PROPOSED APEX I I 25 \ EP 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE GROSS DENSITY 13.152 UNITS/ACRE I za >.,:z7 \ COORDINATE SYSTEM (IDAHO WEST 1 103) AND VERTICAL U NET DENSITY 17.094 UNITS/ACRE NORTHWEST I I NORTHWEST I z3 2s \\ (NAVD88) DATUM. 3 I SUBDIVISION No. 4 SUBDIVISION No. 3 w 22 29 \ BLOCK 23 > O O \ o g I (R-8) I (R-8) I Z n 3o Q\ \\ O COMMERCIAL AREA (C-C) z SITE DATA I APEX NORTHWEST p 20 '. 31 \ \ Q CURRENT ZONING R-15 I I I I SUBDIVISION No. 2 Q 19 32 \ \ Z PROPOSED ZONING C-C � I oc 18 «z 33 \ O COMPREHENSIVE PLAN DESIGNATION MIXED USE COMMERCIAL I I (R-15) N 17 34 \ O\\ (, a COMMERCIAL LOT AREA 5.284 ACRES I I vai 16 36 \ ROW AREA 0.623 ACRES I 15 \ z TOTAL AREA 5.908 ACRES \ APEX FARR SUBDIVISION I 14 ',- 37 \ � � OVERALL LOT DATA I I :.y13..t,;.,;:• \ I �SS�ONAL FNc/ g TOTAL COMMERCIAL LOTS 6 I 1z 1110 9 s ,7O r — — — — \ MERIDIAN, IDAHO �o� ��CENSFD �F� \\ COVER SHEET OVERALL SITE - - - - - - - - _ _ z w — E. PHENOMENAL ST. \ 16860 o TOTAL SITE AREA 132.160 ACRES r7I I I \\\ \ \ �q� oP� ENGINEERING SITE \ REVISIONS �, 511124 0 APEX NORTHWEST I APEX NORTHWEST I I C' F OF 5725 NORTH DISCOVERY WAY N I \ NO. ITEM DATE OVERALL LOT DATA y S BOISE, IDAHO 83713 R-8 RESIDENTIAL LOTS 353 SUBDIVISION No. 1 SUBDIVISION No. 1 C. KEN Q PHONE(208)639-6939 Z R-15 RESIDENTIAL LOTS 28 (R-15) (C-C) kmengllp.com z COMMERCIAL LOTS 6 COMMON LOTS - LANDSCAPE 47 Q COMMON LOTS - SHARED DRIVEWAY 5 Digitally signed by DATE: MAY2024 COMMON LOTS - ALLEYS 7 Lachlin Kinsella, P.E. PROJECT: 21 248 J TOTAL LOTS 446 SHEET NO. 2024.05.01W N REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. 13:47:57 -06'00' P P 1.0 a DR GRAVEL LLC CITY OF MERIDIAN 51131212400 S1131223350 I \ \\ \\�\ CARLSON LATERAL — /�,/ OPEN DITCH ACHD I ACHD 0 200 400 600 T •TM \\ \\\ -�p S1131212500 S1131120760 E. LIBERATOR T. \ \ I Plan Scale: 1" = 20' TECO ONE LLC 68 \ k I TECO ONE LLC i i S1131131235 \ \ \\\\, \ S1131244200 12 2"s °'� 6, / \ \\\�\ c�\\\\\ \ I TECO ONE LLC S1131131210 _ I 1-..*_ 30' ACCESS EASEMENT _ `_ \\ \�\\\ \ \\ \ I .I PER INST. No. 10515,8355 MARTIN REVOCABLE m — 2718\ \ \ \\\\ \\\\\\\\\ \ \ \ I I \ TRUST S1131131330 f\\ \ c \\ FARR LATERAL \ \ \ \ OPEN DITCH \ m \ I I MARTIN REVOCABLE o T \\I\ \\ \\\ \\\\ \\\ \ �2750 TRUST S1131131350 ..� PREVAIL SUBDIVISION \ -Zi \�\\1�Q \\� \\` '2740 WATKINS DRAIN ,27'2>30\\\ �\\ \\� LEAVITT RETAIN AND PROTECT 28\ \� \� \\\ 51131142220 EXISTING WATER MAIN APEX SEWER TRUNK \ \ ?�?? \ IRRIGATION POND • PHASE 1 PROJECT p OP IRRIGATION POND �} \\ PROJECT BOUNDARY _ \� \ \ \ \\ \ MATTHEWS I �p 1RETAIN AND PROTECT ov I \ \ O� \ �od\\\ \ S1131142260 _ EXISTING SEWER MAIN I X \� \ 24" GAS MAINvop — — _ — GRIFFITHS I — I \ \ I S1131142310 22" GAS MAIN \ ,/ \ \ \ \ \ I I I SABALA 1 0 + \ I \ \ \ \ \\ \�O^, I I�1 R8847000020 � UPPIANO RETAIN AND PROTECT \ \ — \ �\ \ / ,���� /\\ \ \ \ \ \ \ MARTARANO I SUBDIVISION) ING WATER MAIN ^ —� \ \� +` S1131142320 z_: —EP EP �_ T� \T \ T T x x FARR LATERAL E. QUARTZ CREEK ST. 2>28 ^ — _ E E' �, .�- \ 2724 \ — \ \ 3 .✓^ \ / / 2>3p\ \ \\ /2'I�0 �y 1 \ \ \ \ \ OPEN DITCH ao \ APEX \ SEWER TRUNK — �-- \ �' \�� IRRIGATION POND PHASE 2 PROJECT TOP �(-y \\\ ,2732— '\o \ ff \ \ / '2>3Q / \ \ \ \ \ \ �,Q °j \ ROBERTS S1132325440 2>3 _ \C�-2738 \ 1 C PROJECT BOUNDARY \ \^ I I p \ \ 27 2� �0� ��� \� \ \o\ \ \ \ \ III \ \ \ \\ ��� \ 270 06, car MCBIRNEY LATERAL \ \ \ �� / RETAIN AND PROTECT \ -3d'G�� ` 11 \ \ \ 1 \ \� \ — 30" PIPE \ �2) \ �� _ / EXISTING WATER MAIN PROJECT BOUNDARY \ IRRIGATION FIELD DRAIN Q�e\�/ \ \ \ Ag \ \ v Lu 2742_ 2738— / 1(D \ �\ � �\ 2742 \ c � \ - � � � N / OP 7'0 / N \ \ MCBIRNEY LATERAL �2 SHAFER VIEW ESTATES I — JUL - OPEN DITCH SUBDIVISION \ \ / \ �6 \ — \ 16s� r WHITE FAMILY LIVING TRUST \1 \ \ \ _ E. CRESCENDO ST. , — S1131346600 PROPOSED APEX \ PROPOSED APEX \ \\\ \ \ \ NORTHWEST \ NORTHWEST \ \c \\ \ SUBDIVISION No. 4 \ SUBDIVISION No. 3 uj 27 (R-8) (R-8) Q 44� \\c \\ 6 \ \ 1 � z \ \ LEGEND \ \ '. APEX NORTHWEST 0 \ \\c\\ \ T. SUBDIVISION No. 2 \\� X EXISTING IMPROVEMENTS ?) \ \ 1 (R-15) N \ \c\ z 2> \ \ DWT INVESTMENTS LLC s s a SANITARY SEWER LINE `3? \ I 4 \ W W WATER LINE \ \\ \ S1132325801 0 \ I \ \\ U I \ I c c c GAS LINE \1 z Q \ I \ Q OP—OP— OVERHEAD POWER LINE — _ — ci ci — _ \ GRAVITY IRRIGATION LINE is — — — — �s— — _ "s i�"s is"s is"s s ia' "s s"s—E. PHENOMENAL ST. _' - \\ \ (f a o � TOP T SEWER MANHOLE 1 — — f \ \ \ STOP TOP \\ APEX SEWER TRUNK — \ \\ Z OD wv z WATER VALVE APEX NORTHWEST \ \ Y \ PHASE 3 PROJECT WATER METER \ SUBDIVISION No. 1 \ i I \\\ \\ \ U 3 ® \ \ \ \ II (R-15) ; FIRE HYDRANT 0 APEX FARR SUBDIVISION I� o POWER POLE �SC,\ONAL fNC o m POWER BOX MERIDIAN, IDAHOEXISTING CONDITIONS PLAN Z16860 EP EP EDGE OF PAVEMENT z w EG EG EDGE OF GRAVEL REVISIONS s� 5/1/24 �o Q ENGINEERING N �C� qTF OF \QP 5725 NORTH DISCOVERY WAY N TREE DECIDUOUS NO. ITEM DATE y�� Gj� BOISE, IDAHO83713 a N C KEN PHONE(208)639 6939 Q kmengllp.com z 2645 EXISTING GRADE CONTOUR DATE: MAY 2024 a PROJECT: 21-248 SHEET NO. J W PP1. 1 Or- d PREVAIL SUBDIVISION 25.00' (R-8) 61.23' 60.00' 60.00' 60.00' 60.00' 60.00' 54.00' 60.00' 74.97' 71.43' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 70.00' E E F E E 171.82' - E F E E F 231.94' E E E F E E F EI E IE E E E E E E I E E E <- F E E F E E E E E E E E E E 47' EIFFEI< EE < E E F E E F E E E c E F E E E E BLOCK 16 i.-: I BLOCK 21 I E F I E F E F E E F E F F E E F E F E E F E 0 60 120 180 EI E r 25' SEWER EASEMENT E E F E E F E F F E F E E E E I F O O O O O O O O O O O O p� FI E E E E < E E < E E < E < 0 0) o 0 0 0 0 z o 0 0 0 0 0 0 M E E PER INST. No. 2016-1 19077E E E F E F F E F E E F E E F E E o cri N O6 cri 5 vi 4 vi 3 vi 2 vi 1 oo O 0 1 vi 2 vi 3 LO 4 LO 5 vi 6 ,ri 7 r - Plan Scale: 1" = 60' O O O O O O O O O O O E E - E E E E E E E E E E E E E N N N N N N N O F— N N N N N N O N N FI F F E < F E E F E F F E F E E F E E i E F E F LO O 7,703 SF � O 7,519 SF 7,500 SF 7,500 SF 6,750 SF 7,500 SF 9,326 SF — z 7,500 SF 7,500 SF 7,500 SF 7,500 SF 7,500 SF 7,540 SF O$ F E E F E E E F F E F E E F E E F i F E F F E F 8,775 SF 8,261 SF Q 8,727 SF 10,077 SF EI E < E E E E E F E < j < Lu c�/��Q/�/`LO O/♦O OO5 1/14876/ / s'♦6s R ♦0/ /°♦/°00 0 /Q��♦/S�1F,�1'S�/�5F��O3 OOO•�OO O O'q♦2 1LOF37`80�9 2'"�2 i s'27.0 70 l's/OQ00 oM EE E FE/I I I II_EEE E EFE <—EEEEEEE EE�E E EE FE /EEE EE—EEFEEE��E1 E�eE 0EEFFE E F E EEE/EE FE EE FEE E F E FE E E F E E EE FE EF E E F E EEE E EEE F E< E E E < < E < E EEE EEFE� E 61.17, 39.47' 39.20' 60.00' 60.00' 54.00' 60.00' 60.00' 55.00' 60.00' 60.00' 60.00' 60.00' 60.00' 33.43' < E E E E EEEEF/ EE E E EE FE E EEE EEFE E/EEFS E EEE F EE EEFEEEF EEEEFEEEEE EE�E E/EEF•E�EEE EFEE EFEEEEEE/ �EEEE EFEEEEEEE E F- FE EEEEFEEEEEEEE E F b E r FEEEEEEEEEE%EEEE EE /EE 20.00' %K < E E E 23.06' E E E E E E E E E E E EEEE EEEEEEEEEE EF EE F EEEEFEEE/EEEEEE E EF E EFEEEFEEEF E EF FE E E EEE59.80' 0 2133' < E S. PREMIER AVE. I ( 25,282 SF O —1 E E 10.27' E < E E 31.6'1' 103.44' 20.00' 103.57' 3.44 0' 6471, F 31.5' 20.47' 10.15' 10-,15' 16.96' .77' 27.07' 59.51' 89.81 20.00 103.57 . ' 1 . Q 30.39' . ' ' 24 1,701 SF < < E E 3,589 SF � 3,527 SF 3,342 SF rn 3,201 SF 22.21' 1,916 SF O < < E E <_ EE < E EE < E° N < < < E <15.09' L N 110.00 109.574.15' E E E < E E E E E E E E < N 0 E F E E 110.00' 110.00' 110.00' p0 E E EEE E E E E 00 O2 9,691 SF ' O 0 O O O 4,400 SF 4,399 SF E E E E E E OO O O O E <_ < < < E E E OOL, � O I 4,400 SF <_ E E E E E E E E E E E E E EW 4,400 SF 4,400 SF 4,400 SF 110.00' 0 0 . win 0 n 110.00' 110.00' 110.00' E E o O 0 0 0 E EEEEEE E E E E/EEEEEEEFE EE E E / oEE(EEE/EE/FE J (lP12000 11000' OO p LO O O O O O I 4,400 SF 4,400 SF < E E O O O ° 4,400 SF 4,400 SF E E E E E 4,400 SF 110.00' 110.00' E0 O 4,400 SF O < < E < E E 110.00 110.00' E E7,200 SF 11000' E E110.00' p w O p E E E E E0 4,400 SF SF E 120.00' 0 t 4,400 SF 4,400 SF 4,40o SF 4,400 SF 110.00' 110.00' EE E EEEE EEE EEE 110.00' E E E < E EO 110.00' 110.00' 110.00' O O O O E E E E E < < O O LO 6,480 SF LO o 4,400 SF 4,400 SF E E E < < E E < E < < O E E E F E E E O E 4,400 SF 110.00' 4,400 SF 4,400 SF 4,400 SF 110.00' E E E E E E E E E E E E E E E/ E 0 E O E/ EEEE E EEEE E / /EEEEEE E120.00' 0 110.00' 110.00' N 110.00' 110.00' ul) EOO NBLOCK 16 O O O E E E E E cu O OO 4,400 SF 4,400 SF < 0 V) < < E E E E0 E E E E 4 E0 O O (n It w I ,400 SF Z) I E E E E E E4,400 SF 4,400 SF w 4,400 SF . ' 110.00' E 7,200 SF v BLOCK 19 0 0 ° 0 0 E E E E EBLOCK 18 w O 110.00' 110.00' . 0 ' LLi O w E E E E E E 0 w 4,400 S 4,400 SF i E120.00' o w 2 14 0 2 40 0 0 0 0 4,400 SF It 4,400 SF 4,400 SF 4,400 SF 10,040 SF E E E E E 10,156 SF 10,097 SF 110.00' 0 110.00 0' 110.00' 110.00' 110.0 0 Ln LO 110.00' p E E 6,480 SF O O 0 00 60'O0 60' 0 60' 4,400 sF o s 00 0 0 0 120.00' 4,400 SF 4,400 SF 4,400 SF 4,400 SF 110.00 ° 110.00' 0 8.19' 0 0 q 110.00' 110.00' 110.00' . 110.00' ° 0 00 L� 4,40o SF 0 0 9 0 5,775 SF 7,200 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 110.00' m 0 110.00' 110.00' 110.00' I o 0 V) tiT �/ - EFE 7 FEEEj.— 6/ E5 ' 110.00' 0 0 0 120.00' 0 4,400 SF O 0 o 0 0 0 0 4,400 SF 4,400 SF 4,400 SF 4,400 SF 110.00' < E 0 E LO LO ° 110.00' 0 <6,480 SF 110.00' 110.00' 1 . ' 00 O 0 0 / E FE O p 1 4,400 SFLO O E E E/ Ecc) � � N 120.00' 4,400 SF 4,400 SF E E < 4,400 SF 4,400 SF 110.00' 15,660 S E 0 110.00' 110.00' O 1 0 w < E0 0 110.00' 110.00' O O 3 0 / EO — EO 0 0 4,400 SF E 7,200 SF O 0 ,Q7 9 0 '6 1 O 2 It 4,400 SF It 4,400 SF E 120.00' 4,400 SF 4,400 SF 0 110.00 0' 21.50' 110.00' < < E < 110.00' . 110.00 0 0 4,859 SF E/ E 21.50' 3,759 S F E E E /E , O ° 21.50' 21.50' 3,759 SF 3,759 SF L Lo O p E E E5 L LO 3 I 5 21150' 96.50' 118.00' 96.50' 96.50' 1 96.50' to 96.50' 599, E E E E 19.09' 20.00' 19.090 20.00' 19.09' E E E E E E 19.09 19.09' 19 19.09 5.23' 14.79' C� / F E E E E E F E E ELEVATED WAY 19.07' � E E E F E EE E EE E E Gi— 22.53' PRELIM IN/ /A/ / R/ Y PLAT NO TEvS 23.33' 22.27' 23.33' 112.00' 23.45'22.30' 22.30' E 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT l �FWITH THE NP MINIMUM IN IMUM DIMENSIONAL STAND ARDS 40.00' 40.00' 40.00' 0' ' 40.00' 135.65' 90.81' � E 40.00' 40.00' 40.00' 40.00 �,1S' j LISTED IN UDC TABLES 11-2A-6 AND 11-26-3 FOR THE R-8, R-15, AND C-C ZONINGI I ° „AD* \ E DISTRICTS RESPECTIVELY. 120.00' w E E 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH H BLOCK 17 > BLOCK 12 THE FINAL PLAT.0 0 0 0 '00 0 0 0 0 0 0 �n o E 0 0 0 o J 76 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED0 0 0 o E SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN.o 12 0 14,370 SF SF _ 1,676 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,800S 4,800 SF 4,800 SF 1,676 SF 4,283 SF /Xw 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH T H 120.00' 60' vi 6 IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE 60' 24,607 SF E E PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS.in EcO 0 O 15.00 15.00' 9,344 SF 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, O O o .00' 40.00 40.00' 40.00' 40.00' 0.00' E N (.0 7,200 SF co 40A0' 40A0' 40A0' 40 WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION 0 THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS lot N OTAOFOR MORE ETHE PROVISIONS OPERATION WAS NOT 17.66'MATCH LINE SEE SHEET PP2 . 1 8 072 SF USANCEAT HETIME IT BEGAN OR WAS CONSTRCTED. THE PROV SIONSOF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT E OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION 72 / E THEREOF. 8,754 SF em 6 .28' EEE 6. DIRECT LOT ACCESS TO S. APEX WAY, E. CRESCENDO ST., S. LOCUST GROVE RD., AND E. E E QUARTZ CREEK ST. IS PROHIBITED. E 97- 12.12' 7. LOT 11, BLOCK 2, LOT 76, BLOCK 12, LOT 11, BLOCK 17, LOT 14, BLOCK 18, LOT 14, R400' BLOCK 19, LOT 11, BLOCK 20, AND LOT 13, BLOCK 23 ARE PRIVATE ALLEYS AND SUBJECT 8,995 SF TO A BLANKET UTILITY EASEMENT FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS AND EGRESS OVER SAID LOTS AND SAID PERPETUAL EASEMENT SHALL RUN WITH THE LAND. 22,296 SF MAINTENANCE FOR SAID LOTS WILL BE PROVIDED FOR IN THE COVENANTS, CONDITIONS AND `o RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE 00- DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. THE PRIVATE ALLEYS SHALL MEET THE MERIDIAN CITY CODE 11-3F. U8. LOTS 5, 19, AND 34, BLOCK 1, LOT 66, BLOCK 12, AND LOT 10, BLOCK 16 ARE SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVES. SAID COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET ACCESS AND UTILITY EASEMENTS FOR PRESSURE IRRIGATION,6.21' STORM DRAINAGE, AND PUBLIC UTILITIES. 00 o 20,685 SF 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. zO 18,909 SF U N 63 0 LL O0 APEX FARR SUBDIVISION 15.80 AL ENs0MERIDIAN, IDAHO 1e-p O PRELIMINARY PLAT LAYOUT 17,019 SF � 16860 REVISIONS 5/1/2F� ENGINEERING32.90' OF 5725 NORTH DISCOVERY WAY20.32' NO. ITEM DATE 12.49' I 39.08' C. PHONE(208)69-6939 21.22' kmengllp.comz BLOCK 22 S 21.04 pp 0 O0 DATE: MAY 2024 c `3s C a O 0 22,071 SF \ PROJECT: 21-248 — _ — SHEET NO. W a \� - - - PP2.0 I Oto \ tK �• , O r', c`rn ' do \ 0 60 120 180 QQ , oo s9 1,408 SF I o 70 I - '00 00 $ Plan Scale: 1" = 60' `�O• 14.08' 5.80' 7,410 SF p 54 13,500SF N 120.00, I `t 18,909 SF o. o \\ NO o 5,067 SF N o \ � � 69 I N 0 7,200 SF o I Lo 0 / \ 4� 24.33' o 4,363 SF CO 0o, 0p 120.00'. Q � / / txQ1 I 29.80' O 0 I � 13,500 SF 4,400 SF �y R `y 68 I I 81.05' o 0' °1 ���' 6,717 SF zo I I 53 0, NoLA Op 70 4,400 SF �O' 12.08' p °) 19,429 SF p0' 01- tKo' BLOCK 17 7.93 1?9Ag, I 150' O \ `� O �1 4,400 SF p0° 20.00 SR � o �O� OOp, / ,p R,�• I 55 I N. 7 0° 00• �S 67 I 106,965 SF O° �0 4,400 SF �O �O Opp, O OPJ� s� 9,988 SF o I 1 2.34' 15,113 SF \ 4,400 SF ro I I cP cp \ . Q / 00 2 272. R54 133.34' ,s� ,, 9 00 0 ��� 66 �8' I I 5' 20.68' N k 25 �. ,20.0G• p 0400 Sr- 0 �2,609 SF I I 25.46' 15 O 15.00' 10 0' 8,6608 SF S I 75' I 52 5353, WILLIAMS I O 1,651 SF 000 / O PIPELINE 13,956 SF \ O �� 20.01' i EASEMENT I o �p ��. ra°' d'p 00' 00 00, \ 00 00 I I 60' U! 15,974 SF 9.18 1 11.50' 64 I 196.97' -s O ' 9,025 SF I I 90 22,071 SF \ 10.56' / NS 62 N I I O ^ o \ J 8,400 SF 9.74' 7,324 SF ^N N I I Y 51 1'I°`LrO \ s / 0 65 I I Q N \ �p 0� 0 00 I I a 17,202 SF �'' 0 9,994 SF •p0 8.85' 61 '�`�� A� I I � z O 7,494 SF 0j, 0 I 8 \ QG 661 O �R p0. 29.22' I I - 160.00' 22.55' 15,319 SF Gy 1 1.50' 8,317 SF 39•00 I I A \ s \ 60.00' 0 73.09'15.00' op �t<`� �` \N` RLO� s \ cn �� I I oIQ , •pj• G 'f '° 0 o I I 19.28' �. JJ o. o I I I 12,047 SF �ry O� 0 N 8,173 SF �� 4,903 SF 59 7,200 SF «� 57 0 o I I 9 \ SO �� o^ 7,144 SF 6,480 SF N 56 0 48 O \ \ O p 02 N I I 141.18' 16,324 SF 14,841 SF 010 \ 7,200 SF o. 12 (o 12.45' I I 'o 0 �0 5.75' BLOCK 15 x 54.69' Jo 54.00' 54.00, 60.Op I I ICo 49 �^ AO 1 29 93' 0 8,173 SF 9.71 I 10 I Lo %14.78' 11,744 SF N �O� —� I 8.50' 10.21' ov 0 5.1' `- 10.35' W. DR. cv 12003 .50 13,663 SF 10.21' / 10 so / w o) 20.54 27.93 44.25' — I 52.10' Off` 14,1007 SF 12.17' T (o 70 00 64.00' o �� 11 \ `�0•` Ln 8,173 SF 72.20' 10.21' _ _o �0 25.00' \ R436.5 —i I 108.50' 10.21' (o Q 36 14,130SF \ � N I I oo s 3r N120.04' N 15 o I I 113.50' S0 ti$�� N 8,614 SF N 16 O I I 18.16' sr� 1 o O$ 8,445 SF Lo 17 I I \ 25.80' � 7,805 SF O I BLOCK 12 \ / N o 9,747 SF r? I I 0^0 12 0 R887, v. O 12 8.48' �O � I � 10,191 SF tCj `• 46 13,500 SF o � I 72.00' 00 0• 14,986 SF N N 14 120.00' 3 I 75' CO WILLIAMS I 5,708 SF 00 o I Q0� PIPELINE �I 120.00' 12,801 SF C O 60' 38.00' I EASEMENT I 60' \ ON 7,200 SF c I I o 2�, O. o N 120. I I o O Q 00' 13 I I 11 il) 1��a0 �� \ 13 CP I 8,582 SF 122.00' 7,697 SF CTI I 23.33' 8.50' 12 c`vo I I 136.58' , \ 8.54' 14,165 SF — =STARPE I �`o I o \ O 23.33 — AK AVE. 10.21' 15,481 SF I i o0 2 16,825 SF 145,808 SF —'—, 90, I I co 10 N 12,371 SF .� 15� 8.50' co — S� I O �, lz 65' 21.33' G I I 8,692 SF N �' rn N Lo 72.92' I I 153.16' 1-1.81 o o 155.73' 14 I 84.62' p� 16�22 L6 II I Jo 35, N 0� I � p 12,960 SF ' p 11 I I I N O rn O3 0 9,767 SF I I w O � 3 R570 O N 1p0' I I a 11,819 SF co 12,748 SF 00 44 06 11,968 SF R I I Z o 14,426 SF 149.88' 00 12.98 133 I I 35.78' 00 I 16.98' g4' 00 O 145.00' I I Q 87.36' 60.00' 24.22' 60.00' 76.00' r� o cfl N 14,054 SF I 0 I I I n 15 0 0 10 0o I I 3 rn n 150.68' 13,489 SF 00 / o o 8,027 SF I I BLOCK 9 N "� O I BLOCK 11 I g o 0 0 0 "� 24.51' 9,570 SF p I R100' O o O 0 O 0 O 0 O 43 120.17' 6 I 10,001 SF N N N N `V 7,200 SF 7,200 SF 7,200 SF 9,757 SF 0) co 12,053 SF N 149.88' 145.00' , 70.00' Q I o I 96,239 SF I 0) 00 9.24' J J Lp O I I \ ��9, 10.98' `o Lorn 19.93' O 60 � 6,302 SF O LA 8 69 ioo o 0' ' 152.82' q q 23.22' 60.00' 60.00' 60.0 68.89 3'a . 0 10,150 SF 14,120 SF o in 00 0 \ \�J o Og O I ' — — 5'5 9 42 50�0 CAO o 145.00' L Lo 13.15' `o `n — (— 8,735 SF 6,054 SF 12,020 SF 10.21' 19.62' C- Ln 10,500 SF p 1 21.37' 111.00' 81 7"1• / V) o Qo o ' I1 z R 10,739 SF o0 � o o 64.00 70.00 64.00 17.06 O I I 9� �p 12 17 o O 00 11,579 SF \ `o 5,994 SF I I 130.00' 60 9�, 6 14.53' 14,280 SF U N 50.41' 9 19' 50.91' 70.00' 138.50' I 1 1 1.00' 10 O z o 0 o BLOCK 8 0 o G 41 �' ♦ ♦ r 0 Y \ 129.50' o I co co � r O o O o 8 6 9 0 10 6, 10,395 SF z 10.31' 8,580SF w N O N O N O � -� ♦ APEX FARR SUBDIVISION TONAL f LL a S. PRIME WAY O N N c4 7,680 SF 8,400 SF 7,680 SF 9,859 SF jc p ' Esc, N�+/ — — — — — — � I o � ♦ • MERIDIAN, IDAHO �o� ��CENSt �F ~O 130.00' PRELIMINARY PLAT LAYOUT �'� 00 REVISIONS ,n�g5/1/24 �o Q ENGINEERING I MATCH LINE SEE SHEET P P 2 . 2 \ NO. ITEM DATE TF OF �QP !�� 5725 NORTH DISCOVERY WAY N y� DNS BOISE, IDAHO 83713 ZI 1 N C K PHONE(208)639-6939 kmengllp.com z DATE: MAY 2024 2 PROJECT: 21-248 SHEET NO. J W PP2. 1 Or- d ♦ ram I S. PRIME WAY ♦ ♦ 5° , w 1 MATCH LINE - SEE SHEET PP2 . 1 ♦ °°°21.52' o \ ♦ \ \ \ ♦ rn 18 0 \ / \ 0 60 120 180 12.63' 18.57' 0 O 0 64.00' 62.00' 54.00' 72.00' 40 12,944 SF 35\ \ / Plan Scale: 1" = 60' 8,320 SF 13.91' \ / O 8.00' 10.00' 18.00' \ 9 10,291 SF N 130.00' I 4,698 SF 60 0 14.1 1' BLOCK 8 \ 15p•20 '' \ I0 O 0 o o O o O o O o O o 101.11' 124.19' (o 8,580 SF c° N o 8,640 SF o 8,640 SF o 8,640 SF oN 8,640 SF oN O I R470' 6' 2,916 SF 00 19 N \ `D 39 0 12,791 SF rn \ BLOCK 11 I 130.00' 60 co 11,383 SF R79$ O I 0 0 72.00' 72.00' 72.00' 72.00' \ 0 o O o I 15.45' O 96,239 SF I 4 � 150.00' No 0 I CO 8,320 SF 10.21' 13.15' 24.03' \ N. HIGHMARK AVE. I 140.47' o 10.39' 0 \ I 13.15' `° 12.53' o 130.00' 1 ' 0 20 0 I I I / 75' WILLIAMS I 10.21' 10.17' 0 38 � 13,541 SF PIPELINE -'I O _ EASEMENT 0 5 0 60.00' 60.00' 60.00' 60.00' 60.00' 0 11,618 SF O CO 8,320 SF 0 / 130.00' 149.34' / 150.33' 0 203.50' 13.50' o O O O O O O O O O o 0 8 0 9 0 10 0 11 N 12 0 o 1 0.21' 7,200 SF 7,200 SF 7,200 SF 7,200 SF 7,200 SF 04 0 S. HEYDAY WAY O a' 13,493 SF rn 145,808 SF S. HEYDAY PL. — � 000 12,75oSF r Lo — o / o 0 10.21' rq 150.00' 150.00' 203.50' 13.50' N O 60.00' 60.00' 60.00' 60.00' 60.00' O N o o 4,698 SF 4,698 SF o 22 9,000 SF M I 130.00' 150.00' 150.00' o o � BLOCK 7 I o o O o 0 0 0 0 0 0 0 1u z O O O O O O o O O O O x 0 0 u l `0 8,320 SF `o I 0 0 0 0 N 0 w o 36 0 o a rn 7,200 SF 7,200 SF 7,200 SF 7,200 SF 7,200 SF o O 0 23 00 0 V 0 V ui ; °j 12,000 SF 13,500 SF °' 0 130.00' M 00 o o 10.00' N 0 O 0 60.00, 60.00' 60.00' 60.00' 60.00' I 150.00' `0 7,800 SF `o i 150.00' L 10-21' 13.76' 10.25' 13.15, N. APOGEE AVE. o O 0 Lu 130.00' — — — — — 0 35 O 13.15' 14.16' 00 12,000 SF 24 0 u 10.17' 0 O 0 10.21' I 13,652 SF a I (D � I 60.00' 60.00' 60.00' 60.00' 60.00' 8,580 SF 150.00' 21.01' I BLOCK 12 I 130.00' 60' 150.00' I o I o 0 0 0 0 0 0 0 34 6) R698' 0 0 O4 0 0 O8 0 9O 0 10 0 11 0 12 0 Co 12,000 SF c I 7,800 SF 0 — 7,200 SF 7,200 SF N 7,200 SF 7,200 SF N 7,200 SF 60' 25 0 I I 150.00' 14,744 SF I cn I 130.00' I 0 0 0 N O O o I 0 5 0 60.00' 60.00' 60.00' 60.00' 60.00' 1 N o 33 N co 8,580 SF co 4,698 SF 5,088 SF I 6 156.28' rn I 12,000 SF 0 I 130.00' I BLOCK 6 I 0 O 0 O 0 O 0 O 0 O 0 01 Lo 150.00' 0 O 0 O O O O N N 15,970 SF 35, Co _ I m 7,800 SF 7,200 SF 7,200 SF 7,200 SF 7,200 SF 7,200 SF 0 \ I q 0 0 I O 32 � \ 130.00' 0 I I 00 12,000 SF 19 \ \ I 48.50' 16.52 60.00' 60.00' 60.00' 60.00' 60.00' 175 BLOCK 10 �0` o. 10.21' 10.00' 10.21' 15.39' 10.25' 150.00' CP 13715' N. DONJON AVE. O Q o O I / �o 0 0 16,230 SF 8.58' o \ 78,586 SF O O o ONo I 31.42' 10.17' 0 0' I 00 12,000 SF 00 72.00' 64.00' 64.00' 64.00' 64.00' 72.00' 50.43' R140' 10 2p0 50, BLOCK 5 10.29' �' 0 O8 0 O9 0 10 0 11 0 12 0 13 0 1O 28 ` `o♦ 60' 8,640 SF 7,680 SF 7,680 SF 7,680 SF 7,680 SF 8,640 SF 12,393 SF p O 0 30 20,404 SF /�23p. 16,508 SF 90 o oc 0 1 \ z 56.00' 19.41' 1$�` \ \ Lu N O 72.00' 64.00' 64.00' 64.00' 64.00' / 180.00, tij5 2 4,705 SF 75' WILLIAMS 0 16.00' 11.06' 01• PIPELINE EASEMENT uw 0 0 0 0 0 2 0 6 5 4 3 O o oN O oN O 0 O 0 O rn 9,037 SF , <c✓ 8,640 SF 7,680 SF 7,680 SF 7,680 SF 9G, 14,877 SF o 6 d GF � �p \ O F� 6.89' N N 72.00' 64.00' 64.00' 57.1 1' U 10.21' 13.50' W. VERTEX DR. 0. 29.03' m m � z , (n MATCH LINE - SEE SHEET PP2 . 3 0 N U z ' APEX FARR SUBDIVISION AL LL O N MERIDIAN, IDAHO 51 N 3 ENS SF� 'yF PRELIMINARY PLAT LAYOUT 16860 \ REVISIONS s� 5/1/2�F o N I �C� qTF OF �QP 5725 NORTH DISCOVERY WAY � ENGINEERING � NO. ITEM DATE y� S� BOISE, IDAHO 83713 N \ N C KEN PHONE(208)639-6939 J I kmengllp.com d I DATE: MAY 2024 PROJECT: 21-248 SHEET NO. W N PP2.2 Or- d — ♦ / BLOCK 10 \ — — — / S• 78,586 SF 0 60 120 180 I / / o�w �SF�FtiF�s 13.50' \ Plan Scale: 1" = 60' 10.21' / 40, ?0 FMFNTFRq� l ``' oo °' S� / w Lu 1 U / 8,640 SFQr ?O° uj 25.92' �0 � � 44/� 8,60 F .0 0, II As I, // .0 0, F` A l / O' tiT °o' 8,640SF _ it � BLOCK 1 // � 35 • °o° 096, O8,400 SF 1.24,786 SF // 36 00, s `3�7 8,659 SF 3' N 1 1.62' / 5,500 SF E 150 \�� ��0 .`1� BLOCK 4 60.13' 5,761 SF 5 S 9,596 SF �n0 / 2,551 SF Q, �� 38 . 0, �O. 0 81 / 1 I / / O° SR• 5,639 SF 25.92' \ 9 0 0 06 cn 33 ° q0 10,023 SF roj O cv / CL 5,777 20.21' 31.02' 4189 ��° 39 25.92' ° 9,622SF / O 00, s0. 5.90' 5,500 SF O° OO° 26.64' 6 92.88 / 5,760SF � N , 10.00' sp0 ��O 98.25' / O 00, 31.42' ,� - - - � 31 0° � �,• °o R� SR � g'v > 5,760 SF 6�- 8 10' E 0 150• 25.72' °p 8.50' / Op - 27,475 SF E E E E E E E E 30 00, °O yc� 190 10 21' E E ° 10.21' 0 1 —�o 1 I E E E E �� 5,760 SF 6/ 00 20 0' 5,280 SF °, �� Q� 00 1 EEEEEEE 0� �O 20.00' O EC\PACE 28.03' 6,074 SF 6.20' R �� 22.29 'Q� 78.15' I ) I 29 1 8 O / 25.90' 5,843 SF O, O 6,052 SF O 3.3 E E E E E � �O° 19 0 0 O � 00, �j 22.94' � 0 2 4,024 SF 6 3' � �R 56.04' 0 113•p1 1 E E E I E E E 1 4,400 SF `�7 16.90' � ° 10.57' o ° 6230 / O O 141• 12.53' 155.81' p° �O. A 16.90' 22.94' 7,389 SF 5.43' 18 00° Q ��O 7,280 SF �+ 13�.64, / E E I / o , R / ��° 4,400 SF 00, 22.2g R1000' 0 0 O 3S 3) O O° 21 36 o O 0 E EI E ° 17 O O �. S 16• tP i) 00 00 E I E 10h' �� 0 0 6,160 SF 6.8\ c'� cA ro 12,207 SF E O / 27 ` `� 7 4,400 SF 7Lo 0 �O p �O BLOCK 13 c° U, 0 0 1 O 21,088 SF 7, 46 SF O O O O '� � 'b' 22 O• O � 63 J 0 11,820 SF o 16 O 0 O �O. O r ��. �40 136 s) �. e 4,180 SF O ' N 00 150.42' 5,316 SF 7,341 S F ,n N o^O rn 7 5.43' N7O 00, 23 R100 N 139.99' ' / 0 / 0 0 >> 4,180 SF �� 5.31 0 0 0 E 7,353 SF �� 15 '0 0 110.12' o ro 4 0 8v 5,459 SF ° ' o 12,004 SF 00 / 144 1 9.43' ��O 24 ° y� BLOCK 2 O o 0 14 0 E E N ry 10 0 °• O° 4,400 SF N 5,220 SF o O 60' / 0' 11 25 60' 1 00 11,200 SF r ♦1 E E 25 14 16,423 SF O° 21,181 SF 1 10.00' 17,569 SF I 150.00' ly n? EEE 8,486 SF od 60' 5,459 SF Oh M� oo o0 6g 04 E E d• o ^o s 0 6 0 ,n rr h p � 140.00' u o E E E N 110.00' 38.00' 38.00' 38.00' 38.00' 38.00' 56.00' 5,500 SF o0 0o U 0 Y o O F 128.76' 0 w h 0 a 00 15,435 SF o w o a- h 0 1 10.00' o / W - - E E I E Cq 24 N 5,459 SF o w I 13 / = I a 7O 11,200 SF E E CO 0 d 0 0 0 0 0 0 0 E E 000 00 7,118 SF �n I o 0 0 0 0 0 0 0 0 0 E E Q E Ln 1 10.00' 0 26 27 28 29 30 31 0 5,500 SF E Q 187.77' E E E rn 13.23' 110.00' 0o E 125.00' 4,180 SF 4,180 SF 4,180 SF 4,180 SF 4,180 SF 6,160 SF Li w Cq E E E 3.5I0' 0' ' EE E E 140.00' 4 6,626 SF Sr 105.5' w L (o 43.57' 00 E Co 6,453 SF 00 14,O063 0 SF E 82.42 38.00 38.00 38.00 38.00 38.00 56.00 25.92 io E E E E E o I E E E E E 125.00' I a20.00' 44.39' a ° 20.00' E o 0 w ' 0 � p 13.27' a — S. CUSP AVE. — E 0 12 Ln E E _ 0 00 Z ' o E E E E E I E o 57.98' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 56.00' 00 13,629 SF 1 1.12' 162.97' z E E E E E R54.5' w E E 25.92' � E E E 125.00' w 25.92' 11 g� -00 E E N O O O 0 E E o I 106.40' / � ao � o 0 0 0 u �? 0 0 0 0 0 0 105.50' _ `O r LJ E 21 '�? 3.50' - E E E E cb 'n 6,547 SF � I 10 0 O o O o O 0 O 0 O O O 0 E r� 0 E E 6,377 SF 4,180 SF 4,180 SF 4,180 SF 4,180 SF 4,180 SF 4,180 SF 4,180 SF 4,180 SF 6,074 SF 1 10.00' 15,722 SF 1 EEE 125.00' o 0 EEE 91.86' � 8.55' E E E 0 1 1.84' 31.71' 31.42' 19.88' 0 EEEE 74' a, C 0 �,� Jso' 5,516 SF `n o `o cM 20 0 39.29' 38.00' 38.00' 38.00' 38.00, 38.00' 38.00' 38.00' 38.00' 36.00' EEE 1 �° `� 0 1 E E E `� 6,787 SF �' \ 1 12.46' E M 23'43' — 0 ^DO' E E E �6, S. TRANSCEND AVE. o 6' O _ E E 61.58' 0 0 _ _ _ _ 25.72' o "j 0 E Q 46 PROPOSED 40' E E E 1,952 SF 19 r �' — tO 16.96' 6,114 SF `n E E 121 99 M MCBIRNEY LATERAL E E N 48.19' 3-7 8g ��O 00 r x E E w N EASEMENT E E 15.14' sl 8 124.32' E Q 00 11 E E E 48 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 43.29' 35.. \ cr o E r I rn O U E E N� 5 * o f N `� 15,170 SF 4.71' Cr 0 - O o 0 0 ^° E r`ri 18 0 BLOCK 1 _ 10,053 SF M 16,233 SF 9 m ' 0 11,473 SF 5,918 SF 'n E E o0 10 00 moo. 8,604 SF o2 17 16 15 0 0 0 0 0 0 0 0 25.00 1 15.43' E E 0 04 o 0 0 0 0 0 0 0 O6 Z E E 5,679 SF 6,197 SF N 0 14 0 13 0 12 0 11 0 10 0 O9 0 O8 0 O7 0 0 E E E E 5,525 SF 4,993 SF o f N E E 5,280 SF 5,280 SF 5,280 SF 5,280 SF 5,280 SF 5,280 SF 5,280 SF 5,280 SF 0 °6 E E E O In E E 1 �� O U 8,449 SF E E E E E E E 48.21' 48.24' 145,808 SF 63.81' 9' 73.17' 72.50' 72.38' 11.B E E E E E E E E IE 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 44.86' E E E E E 661�51'.07' LL 15.07' APEX F1pp SUBDIVISION AL 399, E78.99' 120.60' 536.60' MERIDIAN, IDAHO \,yC,ENse4O I '374.54' E \ E E E E _ PRELIMINARY PLAT LAYOUT 16860 z ° REVISIONS ,�� 511124 �o ENGINEERING Ili F OF �� 5725 NORTH DISCOVERY WAY S. LOCUST GROVE RD. NO. ITEM DATENSA BOISE, IDAHO 83713 N I I C K� PHONE(208)639 6939 Q Z I kmengllp.com z — — — — — — _ d I I DATE: MAY 2024 a I I PROJECT: 21-248 I SHEET NO. W a N 1 I PP . d F.- - - -- - - - - \ A I 0 40 80 120 \ — — — Plan Scale: 1" =40' ` - --- - -- \ \ II MATCH LINE - SEE SHEET PP2 . 3 \ 1 E. CRESCENDO ST. \\ \\ — � J _ 14.14' — — — — — —- — — — — — — — — — —� I — — — — — — — — ME — — — V 146.58' 160.00' 237.25' 18.14' 10.49' \ 14.42' � I ` � 26 0 \ 18.06' 64.78' � 5,021 SF "� \ -1 ��' 46.99' \ O ` BLOCK 23 3,686 SF R� \ /1 N \ ti� \ N \ ` O -00 79.15' N �� \\ 46.99' \\ 31,181 SF o 24 N a 27 `\ 00 2,652 SF 2,716 SF \ M \ uo� o \ \ 40' 75.00' 75.00' \ \ 23 0 a 0 28 O \ \ 263.44' U-) `n \ \ II 2,625 SF M ui 2,625 SF ") 00 \ \ 10 0 0 0 0 \ \ o 22 0 0 29 0 \ \ 2,625 SF 2,625 SF \\ \ — — — — 75.00' 75.00' \\ 'oo ` II 0 0 0 0 \ o \\ O 1 0 21 0 0 30 0 \ N \ 31,716 SF 2,625 SF 2,625 SF ' 4 ' 00 75.00 75.00 57 I I — — — — ,602 SF \ \ 0 0 0 0 \ \ C, I 1 0 20 0 0 31 0 \ \ w \ > I I 2,625 SF "� "� 2,625 SF M \\ \ 0 \ \ 265.16' C7 > 75.00' 75.00' 0 0 0 0 �\ �\ � q 19 Ln LO 32 Ln \ 2,625 SF M ' 2,625 SF "� \\ g�41 A \ vi Q 75.00' 75.00' \\ \ N 0 0 0 0 \ 33 0q -0 \ Q�Q� \\ 6 M 2,625 SF M 4 ``) 2,625 SF N 31,884 SF \\ 75.00' 75.00' \ \ ` \ 1 0 17 0 0 34 0 \\ \ LO 2,625 SF M n 2,625 SF 75.00' 75.00' rn \ \ LO L I N o 0 0 160.00' \ 263.75' \ 16 0 35 — — — — to 2,625 SF ' ' 2,625 SF \ \\ \ ` � 75.00' 75.00' \ � o 15 0 0 36 0 \\ \ M 2,625 SF ' to M \\ co \\ I 75.00' �n �n 75.00' \\ \\ \ ` I I 1 Lq — — 14 R28. R28 37 245.00' , u \ `I II I� 2,945 SF D��� �i>'98 2,945 SF u� \\ \ I 47.00' 47.00' N 0� I a 13 0 PROPOSED ACHD STORM ACHD PERMANENT EASEMENT o a '13,685 SF a o DRAIN EASEMENTC14 \ 0 \ PER INST. No. 2021-151503 I a 49,586 SF \ N 40.00'1 23.00' 23.00' 23.00' 23.00' 38.00' I I � \ O6 \ I I I r - - - - 1 28,224SF \ I \\ t o _ 0 0 0 0 1 0 \ I 12 I 11 10 O9 O8 7O o I I \ 2,753 SFI— 1,610 SF 1,610 SF 1,611 SF 1,611 SF 2,661 SF 3.19' _31.00'_ 23.00' 2 00' 23.00' .23.00' — _38.00'_ — — — — — L - - - - - - - - - �L45.00'- - - - 1.50' - - - - -� - - - - - - - - - - - � 1.50' - - - - - - - -157.32'- - - - - - - - - \ 1 1.71' ACHD PERMANENT EASEMENT CITY OF MERIDIAN EASEMENT PER ACHD PERMANENT EASEMENT o PER INST. No. 2021-136093 INSTRUMENT No. 2022-033764 PER INST. No. 2021-136093 I \ O d I \ E. PHENOMENAL ST. D m z = _— —_ _ - - - - - z z Y APEX FARR SUBDIVISION O z pNAL LL MERIDIAN, IDAHO �p��SS��CENS6c�'yF� H PRELIMINARY PLAT LAYOUT 16860 z REVISIONS ,�� 511124 �o ' NO. ITEM DATE ENGINEERING "9� qTF OF � 5725 NORTH DISCOVERY WAY y� BOISE, IDAHO 83713 C a PHONE( ) -kmengllp.com z DATE: MAY 2024 PROJECT: 21-248 SHEET NO. J W a PP .4 � x I PREVAIL SUBDIVISION 31 CONNECT TO EXISTING (R-8) 12"WATER MAIN 12'GI �r �r-ie r PI PI PI PI PI PI PI I PI Pi D1 PI PI PI PI N E - E F E E F x _ E E ° EXISTING SSMH #5 E F E E F F E I RIM:2716.53 E F E F EXISTING SSMH #1 F E E E E s . - RIM:2729.10< E E N N}aNmYg3Zzwzawaz g"yy 5� xxxx x�+�/'o /1�YLL/,/ 18���N=�2?,�N'"'J_N'N_N •��•�t�r">FFEFF<E F-/FE-,••�v_-• - �-�-39F d-0F11-1-B�L- -O"O11OO1C1O1 213�51-78�K 9•1 d-601"-$ 1-0--�.P,I10-0_��nr 7`7(0nN o 0 o�N°=v aO+Gd+o o'�°1_ _ -I-I -E- F�F OO2 O222F117 6.3 186 EI I E FF Fx F F IIFE _�,.1•.xr•�e4 K..•:'F.. IFE-E xFF F•.`. OOEOIO111718 02 3 E"OXFP3.�I E W I -Ez -O U2-o"OI"'',r a-I �!,.'. -.I• S..EF E FE O 22 O 2111642EF18 65 1-Er "F N z'F-EI E -14v i F sE -E �118FE 6.00O4OOO'O2'1E 7 0-.•'E.F -7 EE1 E'EFF FEF�E F�o E F'F�.FE.F`E y>ccvFDF y�NF0,_ 0 FEEE E�!F'FE F/x-FEF E/:3FFEE o,yE,F�/EFEF/EF,`-�EF/EE lFEEEE��,BFEFE/WLEFdFOE d 0/�♦QECFEEF 5 2L�222�1K1 1F4EF4321 1 9 7�5 1 8 E E,FE�•° 2�_�/,0 EFE""/FF`/a/1E F �E_EFa`°oEEy�`�_a�FEF E':/'O�f EE1E/`a:�1•EEF-O 1 ff E' Oo 7 yyEF`/•/5 EFE'Q�Oy�/EF�o F^E'Sa0�/`oFa"1��F,"F-/oo3FyyFOy'EO'O OEF`�9 124E8/E E F/`�./F�°Q'FF EE y�:/'F o�EEo O�qE/EFEE�,OF//�EFF-�°F��E�F'E/FEF os e'y.E�E/EO LF FF1\FE �?�\EF(I W�'Q EF�.F�•E E��F E p Q°?F_'F E-o-CEE,F�E EEFF E F E�F�©sE�pF-EE'F EF F��E}E E E•E,r E'EFF��DEPTH: EPTH:E FF•F 15.6 INV IN:270°0 .EF9FE 6 EF F'`•'.2E 1 4 EFE1"FF,E�(2 F E, E F1FFEEFEFE E) F FEoFF E FF/E E GEq EFEa"( EFNF EIF EF E E0 E F y EF E E EEE�E'E/F E,F FE E EFEE F FEL FE FEE E FE�FE�EF E/F"EF�E E F°e�EE•E>F',E•E nE E}FE/ �QF F FEFFE®F/yF F F/�EyoE-E E 'E EFE/EE Fy F 2- °FE�EEFE EE�Fy FE E F ED FEF F-FEE PE� EEEFE F E F EEo EF EE T�HEEFF�:�F EE"FF" 2FE� F EF po 9 EFEEF�EFEE o E F.EE 6, FFEE`FF°F FEE�EE FE E'F E F <F EEFE_ EF E E EFEFF EE FEE FE F EFFF/EEFFE FE�EEE EmF FE F FE'E�FEmEOF�fE EF FEFjFEE FE Ey E FE / ,EFFE F�FEF F F 'EEFEE FE� FF ry FE FmE/mE/ < EEGm EEE )" xFFE a FFEFF/FEE- 1/ EEFF l0EF / I / /0 c 0 Q� 60 N Q F 120 1 8 0 INV IN:2699.60 21 S E /(SW)22.7' of 8" PVC ® 1.15% FINV IN:2702.05 8 INV OUT:2699.50 21 (N)F Plan Scale: 1" = 60' INV OUT:2700.89 21 (N) EXISTING SSMH #2 23%SSMH #15 0 RIM:2718.90 RIM:2723.26' z SSMH #14 DEPTH:19.0' SSMH #16 DEPTH: Q RIM:2718.43 SSMH #13 E EXISTING SSMH #4 NV IN:2700.02 21" (SE) E ® RIM:2716.55 RIM:2727.23 INV IN:2707.06 8" (S) JV , of . RIM:2716.84 OT:26 .922 " N�DEPTH:1 1.8' INV IN:2707.06 8" (E) INV IN:2705.76 8" (S) INV IN:2702 DEPTH:" S) E DEPTH:16.2' 364SF� INV IN:2715.53 8" (SE) INV OUT:2706.96 8" (N) INV IN:2705.76 8" (E) INV IN:2700.74 21 (S) / E co INV OUT:2702.31 8" (NE) r<36.1' of 8" PVC 3.06% cINV OUT:2715.43 8" (N) m � INV OUT:2705.66 8 (N) INV IN:2701.49 12" (W) E E x 274.4' of 8" PVC © 3.05% 3 8" PVC ® 0.40% 278.6' of 8" PVC ® 1.17% F E S. PREMIER AVE. ok E8"S 8"S 8 S 8"S 8"S 8"S 8"S8"S 8"S 8"S 8"S '5�ju E E 8"� .7' Of21 ® 0. � 8„W 8„W 8"W 8"W 8"W 8„W 169$.W $"W 11 A­ SSMH #17 E�S„tiq E E RIM:2726.63 0 _�� Ph x PIINV OUT:2716.63 8" (NW) 27 PI APEX SEWER TRUNK E EDE .0' 00 J XSTING SSMH #3 MAINTAIN EXISTING CARLSON HASE 1 PROJECT PI � ��IF <- IM:2716.83 < E LATERAL MAINTENANCE ROAD E E 72.9' of 21 ® 1% E DEPTH:16.5 E E � °° INV IN:2700.39 21 (S) o INV OUT:2700.29 21" (NW) E E SSMH 35 © � w E E RIM: . U > ° x N O F EINV OUT:2715.45 8" (E). oc > O 0_ � - ° E Cf oe � 0 Eix N o o E� B A A A B A A B B E N E 0 °x 0 -, c E E E ESMH #20 E E0 E E F/ E DEPTH:11.4' 00 RIM:2719.4 wpo 0 8 (E)x Ln INVIN:2708.1 <cm ° INV OUT:2708.00 8" (W) w E Ln ui w2 E Coo LOCK20 F E F E �Lu FEEFE N w x BLOCK 19 EXISTING SSMH #6 EF E E E E BLOCK 8 x > SSMH #18 RIM:2718.60 F F E < 0�w E w RIM:271747 DEPTH: co wLL DEPTH:9.9' INV IN:2701.29 21" (E) E m CARLSON LATERAL 00 INV IN:2707.62 8" (E) E E DIVERSION STRUCTUREINV OUT:2701.19 21 (W)INV OUT:2707.52 8 (W) 8"W E o <_SSMH #36 E E RIM:2720.20 0D Qo E < E0 O E E ©DEPTH:8.3' E/ INV IN:2711.99 8" (W) E E E; INV OUT:2711.89 8" (E) E <_ <_ nj EE 80.4' of 21 ® 0.25% E / d0B ooB E E / � EXISTING SSMH #7 E o E RIM:2719.12 E°' E E DEPTH:17.6'O o INV IN:2701.59 21" (SE) E /F < E00 0 INV OUT:2701.49 21" (W) © E F SS a ' RIM:2717.08SSMH #21 o, E oo EZ< <_; EDEPTH:8.2 E( RIM:2717.71 INV OUT:2708.87 8 (W)a v o 00 0 INV OUT:2709.51 8 W 13 EO /EXISTING SSMH #12 ATKINS DRAIN Vz � W FE RIM:2727.60 E /E TO BE PIPED DEPTH:24.3' % EXISTING SSMH #8�y P1 /E E (SE) TOP -3P3. E EINV IN:2703.53 18" ° RIM:2719.00 E EoP 'T INV OUT:2703.28 21 NO TO E ° DEPTH:17.2 E TOE E E � E TOP Z TOP TOP INV IN:2702.95 8" (NE)m ENV IN:2701.87 21" (SE) PRELIMINARY ENGINEERING NOTES TO TO TO TOP01 TOP TOP- TOP E E 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL B EINV OUT:2701.77 21" (Nx y xx E LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAIN IN S. LOCUST GROVE RD AND E. QUARTZ ST., AND BOTH THE EXISTING AND PROPOSED WATER 443.0' of 21 S. ELEVATEDWAY S"`z_s z „j® 0.11%3of 21 E MAINS IN APEX NORTHWEST SUBDIVISIONS. L206.0' of 21 ® 0.08% 3 of s �z S„ X Lz s.,tz s„L s„ z d0 2 SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN THE PROJECT WILL L E3 03 3 93 3 9303 E3 03 - E- w F E 2"W BE SERVED BY THE SANITARY SEWER TRUNK LINES CONSTRUCTED WITH THE APEX SEWER d TRUNK - PHASE 1 PROJECT.d01 d01 d01 Ed( XISTING SSMH #11 EXISTING SSMH #10 Iq RIM:2723.18 RIM:2718.25 /E E E 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE DEPTH:20.2' DEPTH:15.9 I 83.7' of 8" PVC ® 4.03% DETERMINED WITH THE FINAL PLAT DESIGN PHASE. APEX SEWER TRUNK INV IN:2702.45 21" S EXISTING SSMH #9INV IN:2703.12 21" (S) 00 PHASE 1 PROJECT o INV cn RIM:2718.34jo INV IN:2704.20 8" (E) . " 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH H CONNECTTOFUTURE ] N INV IN:2704.20 8" (W) INV OUT:2702.35 21 (N) Q DEPTH:16.3' x C5 E THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS .APEX WEST SUBDIVISI INV IN:2702.14 21" (S)IMPROVEMENTS INV OUT:2703.02 21" (N) 22� 5. ALL ALLEYS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE HOMEOWNER'SINV OUT:2702.04 21 (NW)76 ' ° o J SEWER MAIN TO BE B Q B ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT LOCATED WITHIN A2 X SEWER ALIGNMENT"A" COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY STREET SECTIONS,wINSTALLED WITH SEWER ALIGNMENT"B" SHEET PP3.9.REFER SHEET PP3.5 FOR APEX NORTHWEST p REFER SHEET PP3.6 FOR SANITARY SEWER PROFILE SUBDIVISION No.5 B SANITARY SEWER PROFILE E N 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE COLLECTED AND ROUTED TO STORM / H # FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATEN RIM 5.23 DEPTH:16.6' AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE '.SSMH #30 FINAL PLAT DESIGN PHASE.P PI PI PI •m': ' m. RIM:2718.51 INV IN:2718.74 9 INV OUT271864 8" SW) 7. THE GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE PRELIMINARY AND SHALL BEDEPTH:7.6' 73 x DETERMINED WITH THE FINAL PLAT PHASE DESIGN.INV IN:2711.04 8" (SE) 3MATCH LINE SEE SHEET PP3 . 1 / INV OUT:2710.94 8" (W) 1� O <y /0 8. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE APEX NORTHWEST AND APEX SOUTHEAST PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE o IRRIGATION SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT o < DESIGN PHASE. 9. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE 55 � STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE @ a IRRIGATION.E E EO 10. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED/ � DURING THE FINAL PLAT DESIGN PHASE. x E ` 11. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE EASEMENTS SHALL BE DETERMINED a / SSMH #23 RIM:2742.09 DURING THE FINAL PLAT DESIGN PHASE. DEPTH:17.3' 12. REFER TO SHEETS PP3.5 - PP3.8 FOR THE SANITARY SEWER PROFILES. INV IN:2724.94 8' (E) INV OUT:2724.84 8" (W) 13. REFER TO SHEET PP3.9 AND PP3.10 FOR STREET SECTIONS. a\° U n 10 14. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL E PLAT DESIGN PHASE.3 ® 15. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN PHASE. VzOOz) z F SSMH #24 O ° E RIM:2746.10 u � � E DEPTH:13.3' INV IN:2732.93 8" (NE) "' INV IN:2732.93 8" (SE) 0 50.2' of 8" PVC © 0.42% INV OUT:2732.83 8" (W) APEX FARR SUBDIVISION fCS \ FUTURE CIP CULVERT PER ENS 'YfoMERIDIAN IDAHO SSMH #26 BOR/BPBC REQUIREMENTS RIM:2744.60 PRELIMINARY ENGINEERING PLANS DEPTH:11.5' 116.3' of 8" PVC @ 0.40% 1680 INV IN:2733.24 8" (SE) SSMH #25 p 5/1/24 ,INV OUT:2733.14 8" (NW) RIM:2752.00 REVISOS �X E N G I N E E R I N G\ �DEPTH:18.6 C OF 5725 NORTH DISCOVERY WAY x ' NO. ITEM DATE (b INV OUT:2733.40 8 (SW) "/z, BOISE, IDAHO 83713 a FUTURE OFFSITE ROADWAY PHONE(208)639-6939 AND UTILITY IMPROVEMENTS kmengllp.com z BY OTHERS E BLO DATE: MAY 2024 PROJECT: 21-248 SHEET NO. W Cb N X -� a �° F - == =' = - PP3.0 m � v k • 'Q gG 69.1' of 8" PVC © 0.41% ° \ 0 60 120 180 to Plan Scale: 1" = 60' ff i SSMH #31 M oCID 54 e RIM:2718.93 62.2' of 8" PVC @ 0.40% DEPTH.7.6' SSMH #32 ^, A. 327.4' of 8" PVC ® 0.40% o \ INV IN:271 1.42 8" (SE) °p RIM:27 9.17 69 � � � � • �• � � � � �, \ INV OUT:2711.32 8" (NW) DEPTH:7.5' �� 11 - 3 INV IN:2711.77 8" (S) c, 400, J ,. O INV OUT:271 1.67 8" (NW) SSMH #80 o/ 0 / \ RIM:2721.17 + / DEPTH:8.2 S N o \\ O4 72.9' of 8" PVC ® 0.41% o INV OUT ' 4. :2712.97 8" (SE) O 0 sl w i !' SO F° + BLOCK 22 '. SSMH #33 53 BLOCK 17 RIM:2719.75 �� O �° SSMH #27 O DEPTH:7.7' RIM:2744.46 INV IN:2712.17 8" (S) DEPTH:9.9' 0� INV OUT:2712.07 8" (N) 55 pro INV IN:2734.65 8" (E) " O pro 67 R4g.g3, 6 INV OUT:2734.55 8" (NW) OD - O O NN < � 1��,• ti• �� � ��� L Rao' � \ G 9 Xo'., g I WILLIA�iS�o I 52 0 � � o\ s. e SSMH #28 PIPELINE- o N q RIM:2744.50 - EASEMENT DEPTH:9.4I @ INV IN:2735.22 8" (E) o �y, �o INV OUT:2735.12 8" (W) S 8 s p v SSMH #34 o SSMH 37 RIM:2721.70 +� o o # xo DEPTH:8.2' a " RIM:2722.59 Y ° INV OUT:2713.50 8" (N) 1,. o 51 \ i DEPTH:15.9' � INV IN:2706.80 8" (E) � Q � 'x o IIL I a 1 \A � o� � � Zia 8 INV OUT:2706.70 8" (W) I �!' - F A r QG SEWER MAIN TO BE N� �� a! »' �� Q 4- Id 9 INSTALLED WITH O APEX NORTHWEST ��?� o �+ SUBDIVISION No.5 o s I -^ k 11 100.6' of 8" PVC ® 0.41% 59 57 v � �� � � � � vi � � o,,. A �, SSMH #70 ®o cpa RIM:2722.65 J DEPTH:13.6' p / BLOCK 15 •�s INV IN:2709.16 8" (NE) � � � � � � �_{ � �= oo o 1p; INV OUT:2709.06 8" (SW) 6 s O SSMH #38 v � o � � • °D ` o° � � / a CAP / RIM:2723.72 6' ' g�� �� SSMH #71 DEPTH:15.2' o g.,W - RIM:2721.98 ,� \� C-!k / DEPTH:1 1.5' 10 INV IN:2708.65 8" (SE) $ S 2+00 8"S 3+00 W. VERTEX p B,W� INV IN:2710.56 8" (SE) / _ INV IN:2708.65 8" (NE) 1+00 8„S R 4+00 8 SSMH #81 Q� �, INV OUT:2708.55 8" (W) 325.0' of g" g., . , INV IN:2710.56 8" (NW) 10 s d, PVC 0 0.40q $ 5+00 -INV IN:2710.56 8" (NE) RIM:2724.35 ). / SSMH #29 8"S DEPTH:8.9' 7O w / �- INV OUT:2710.46 8" (SW) 11 RIM:2745.32 - INV IN:2715.56 8" (E) O �111.8' of 8" PVC © 1.70% 8"S INV OUT:2715.46 8" (SW) INV OUT:2737.10 8" (W) _ SEWER ALIGNMENT"C" 233•6. 8"S i � of 8„ REFER SHEET PP3.7 FOR I SEWER ALIGNMENT"B" SANITARY SEWER PROFILE .�' a? 2.109, / U)o SSMH #39 15 1 12.1' of 8" PVC @ 0.76% RIM:2725.03 16 / 0 i o / REFER SHEET PP3.6 FOR 0 e � � � � SANITARY SEWER PROFILE DEPTH:14.5' N g INV IN:2710.65 8" (SE) O` 8 INV OUT:2710.55 8" (NW) 12 / 12 / BLOCK 3 �I �, SSMH #82 I - w O RIM:2725.31 91.3' of 8" PVC 0 5.00% ��, B DEPTH:8.9' / SSMH 62 ► rQIt ► SSMH #57 O ® 14 INV IN:2716.51 8" (SE) / / RIM:2746.77 v 13 INV OUT:2716.41 8" (W) / / DEPTH:9.1' RIM:2731.97 > / a e / INV OUT-2737.65 8" (SE) DEPTH:14.3' SSMH #40 1 INV OUT:2717.64 8" (NE)pl CID RIM:2730.39 IT- L DEPTH: �= - / 13 1 �A o ° INV IN:2713.07 8" (NE) o INV IN:2713.07 8" (SW) 811yy a � v; INV OUT:2712.97 8" (NW) a z 45 X m v r I o 8, vi 2 N 4 'A ,o D N. 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PRIME WAY SSMH #43 �� PRELIMINARY ENGINEERING PLANS RIM:2731.88 es "oA x 16860 z - DEPTH:15.1' Rx 511124 REVISIONS �' �� ENGINEERING a -o INV IN:2716.88 8" (NE) Oos � � �I x �o � �9 Q N INV OUT:2716.78 8" (NW) , Q MATCH LINE - SEE SHEET P P 3 . 2 ° ti TF s BOISE IDAHO 83713 T C) OF 5725 NORTH DISCOVERY WAY \ 52.5' of 8" PVC ® 0.40% III M I K I ° N \ \ \ NO. ITEM DATE C K\N z PHONE(208)639-6939 Q kmengllp.com z w DATE: MAY 2024 g PROJECT: 21-248 a SHEET NO. W N H LL J A \ t� O I X 00 T 13+00 + m 811SI8„S N o- ' ' x o O / S. 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SEWER ALIGNMENT"C"- � o 01 w 00 REFER SHEET PP3.7 FOR / / v / SEWER ALIGNMENT"B"- (9 I `2 SANITARY SEWER PROFILE REFER SHEET PP3.6 FOR o I 143.5' of 8" PVC ® 0.40% p \ �o� x 0 SANITARY SEWER PROFILE 6 F- o I 00 oe OD- > 9 O V1 - --- 8 10 11 12 Lu �. _ _ . . J•. SSMH #48O \ '°A O O O hoop u BLOCK "w 8"w 8"w 8"W " ' RIM:2731.06 O�oo 00-00 37 21 u o / S. HEYDAY PL. 17+00 18+00� S. 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APOGEE AVE. o Lu SEWER ALIGNMENT"B" 8"S 8"S 8"S 8"S dT oq A4+ REFER SHEET PP3.6 FOR 308.1' of 8" PVC @ 0.607, °r C6 o SSMH #78 24 D D m Y SANITARY SEWER PROFILE N co L-) 0I 3oi RIM:2733.74 oc I O 0D co DEPTH:8.5' IL w � 3 ao INV IN:2725.35 8" (SE) $ roe INV OUT:2725.25 8" (NW) e cn 0 v_ + / BLOCK 12 °Doo I B B -v SSMH #65 34 RIM:2745.81 DEPTH:13.1' } O4 O8 9 A10 11 12 0 o INV IN:2732.83 8" (NW) ot �oQ v o +$ \ \ 25 0o INV OUT:2732.73 8" (SE) m W g I> N \ SEWER ALIGNMENT"C" N 8"W 8"w 8"W " : �. - o 0i / 8"s 8"S 8"S S o ® °A doe a_ REFER SHEET PP3.7 FOR I 0 / - SANITARY SEWER PROFILE 97.0' of 8" PVC @ 0.40% > 00 0 7 PI P I PI 1 \\ o0 0 0 33 c'- ci o N SSMH #79 in 0o c, �o To\ ` p0 o SSMH #66 o ao RIM:2734.42 �' `� \ `\ N RIM:2745.82 DEPTH:8.2' \ DEPTH:13.6' �� I - 00 BLOCK 6 INV OUT:2726.22 8" (NW) 22+00\ \� �., INV IN:2732.34 8" (NW) of °,o \ 26 ° INV OUT:2732.24 8" (SE) 01 cl� a "� I B B 32 106.0' of 8" PVC @0.41 c� O SEWER ALIGNMENT"B"- PI0, \ \ 0 REFER SHEET PP3.6 FOR \ o c � 0 a N+ SANITARY SEWER PROFILE po I \ w, q SSMH #51 ro �oA °' SSMH #67 m N " RIM:2734.54 `� \ �' RIM:2746.33 4"Pi 4"PI "Pi BLOCK 10 ,, " , DEPTH:10.7' \ DEPTH:14.6' m B.,W „W 8.,v,1 8„W 8., q Pi N. f 25+00 26+00 27+00 28+00 INV IN:2723.98 8" (SE) \ 27 \ INV IN:2731.81 8" (NW) 7 'IS 8"S 8"S 8"S 8" INV OUT:2723.88 8" (SW) r �oA q \ INV OUT:2731.71 8" (SE) N. DONJON AVE. 400.7' of 8" PVC ® 0.40% \ 31 V A a ' o I o T r \ : �'"\ q 64.3' of 8" PVC ® 0.40% - SSMH 50 m e 101.7' of 8" PVC ® 0.40% of oq \ a # \ o aoy /RIM:2733.91 oo V ° SSMH #68 DEPTH:1 1.7' �� SSMH 52 ` �� R M 2745.35 INV IN:2722.27 8" (NE) + # r r 80.8' of 8" PVC @ 0.41% �o DEPTH:14.0' ` rn RIM:2734.14 of oq q q �, o INV OUT:2722.17 8" (NW) BLOCK 5 `V DEPTH:9.7' _v \\ INV IN:2731.45 8" (NW) cf� INV IN:2724.49 8" (SE) \\� �� O \ \ INV OUT:2731.35 8" (S) oo 28 0 a ° O8 O9 10 11 12 13 INV OUT:2724.39 8" (NW) SSMH #69 q s RIM:2743.72 o - , E 92.3' of 8" PVC ® 0.40% 30 DEPTH:12.8' L I INV IN:2731.02 8" (N)\ - SSMH #53 INV OUT:2730.92 8" (S)' m �, u 82.4' of 8" PVC w 0.40% „8 S„ S„8 s c� I L 40 J w RIM:2733.67 ° � / DEPTH:8.8' ° Z� o nn„8 nn„8 o 7 PI PI PI pi- R MS2733 87 pl o INV IN:2724.96 8" (E) \ Vim\ COG \ L INV IN:2724.96 8" S , _ L - -\ - F- M S INV OUT:2724.86 8" (NW) ° q q m 75' WILLIAMS L INV IN:2725.39 8" (S) Aso ° PIPELINE C7 INV OUT:2725.29 8" (N) EASEMENT z 99.3' of 8" PVC 0.40% 8•. 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O �% OF V301 /0 m O E -0 8' � BLOCK 1 73 -o1 s 301 6 E E E oE E/ + a 41.8' of 8" PVC © 0.41% o E E E E o -, RIM:2737.95 E SSMH #99 FEE I K E E DEPTH:11.1' E F I EE INV IN:2726.96 8" (N) RIM: . INV OUT:2726.86 8" (SE) DEPTH:10.9' INV IN:2727.23 8" (NE) McBIRNEY LATERAL TOBE T:2727.13 8" (S) � RELOCATEDANDTILED +00 m SEWER ALIGNMENT"B"- (A REFER SHEET PP3.6 FOR SANITARY SEWER PROFILE o E mSSMH #100 Cq RIM:2737.0 X00 DEPTH:9.3' S� 30 NV IN:2727.83 8" (NE) B��S oE INV 8 " �S INV OUT272 .73 8 (SW) C\Q 8„EXISTING SSMH #86 O RIM:2747.80 CI DEPTH:26.6' u16• " ,'INV IN:2721.32 8 (E) INV O pi 8„S " 8 SSMH #97 RIM:2745.8"w 1+00 E DEPTH:19 °INV IN:2725.85 8" (N m E aINV OUT:2725.75 8" (E) SSMH #10 E RIPTH8 , I SSMH #103 INV IN:2728.56 8" E o Co SE 159.1' of 8" PVC @ 1.60% o -4I 5 WER ALIGNMENT" " : . " B 0 SSMH #55 E REFER SHEET PP3.8 FOR RIM:2738.95 m® vDEPTH:9.7 toANITARY SEWER PROFILE INV OUT:2729.26 8 (NW) 23 0o RIM 2739.32 j 26 - F DEPTH:8.5' °e 161.3' of 8" PVC ® 0.60% INV IN:2730.92 8" (E)0 INV OUT:2730.82 8" (W)� BLOCK/ 24 F 136.8 Of 8 PVC ® 0.40% 7 /SSMH #87 25 B B aSSMH #96 11 E RIM:2746.14 RIM:2747.56DEPTH:23.3' DEPTH:22.5' + INV IN:2722.90 8" (E) 5 S S 0 o0 INV IN:2725.20 8 (W)INV OUT:2722.80 8" (W) INV OUT:2725.10 8" (E)B SSMH #102 M E - + B E RIM:2737.28 SEWER ALIGNMENT"B" DEPTH:7.8 o m E REFER SHEET PP3.6 FOR INV OUT:2729.53 8" (W) Q SANITARY SEWER PROFILE p w 105.1 of 8 PVC @ 0.40% _ S SSMH #91 a_ Lu 138.0' of 8" PVC @ 0.41% C0 D : C7 DEPTH:21.1' pi Q RAL INV IN:2724.54 8" W)_ o 71 o Lu O2 E EASEMENT + E 0 000+EWER ALIGNMENT"E" : D E INV IN2724.54 8 (E) REFER SHEET PP3.8 FOR ` NV OUT:2724.44 8" (S) _ _ P P < 16 I PI O E pLESANITARY SEWER PROFI P S. CUSP AVE.0uj 0 $" $2+00 0 E F M E -2 30 W SSMH #95SEWER ALIGNMENT"B" REFER SHEET PP3.6 FOR 8" D '" 1+0 RIM:2738.48 g"W g•W E SANITARY SEWER PROFILE DEPTH: 1.0' o, 254.5' of 8" PVC @ 0.40% T A INV OUT:2727.45 8" (SE) E m 107.4' of 8" PVC ® 0.40% E SSMH #88 LL ERIM:2746.86 9 8 7 0DEPTH:23.5' � @ � � � 8"W 8"W0 Lu INV IN:2723.42 8" (N) 65.5' of 8" PVC @ 0.60%SSMH #92 N INV IN:2723.42 8" OE RIM:2745.63 SSMH #94 INV IN:2723.42 8" (S) RIM:2738.72 ;0 : . o INV OUT:2723.32 8" (W) INV IN:2725.07 8" (NE) DEPTH:11.8' Sz N W u INV OUT:2724.97 8 (W) V IN: . (NW) INV OUT:2726.96 8" (S)X SSMH #56u 0 6' of 8" PVC0.40% RIM LL 8"S "S a � "s "$ � E8 S "W TH:8.2 o 8"W 8"W• . w AVE.. 8"W INV OUT:2736.33 8" (W) EX 40.9' of 8" PVC ® 0.42% Lu E E E SSM 93 Qo z 00 RIM:2449..88 E(A "T : ° EINV IN:2725..348 (N) INV OUT:2725.24 8" (S E °u SEWER ALIGNMENT"D"- Ew m 115 Z z REFER SHEET PP3.8 FOR a� SANITARY SEWER PROFILE E O 8E E o o u E E( E E EPI PI PI PI PI EE E E APEX FARR SUBDIVISION E - O A L FN(+ Ew E <� SSMH #89 MERIDIAN IDAHO RIM:2751.39 E F E E- • .DEPTH:26.5' CID PRELIMINARY ENGINEERING PLANS INV IN:2724.95 s" E A 16860 5/ /24INV OUT:2724.85 8" (W) d d3 I I I d3 d3 d3 d3 d3 d REVISIONS E N G I N E E R I N Gd3 d3 85.0' of 8" PVC ® 0.40% S. LOCUST GROVE RD. O 5725 NORTH DISCOVERY WAY NO. ITEM DATE 1z BOISE, IDAHO 83713 M„ZL MZL M ZL Z M7L M7L n,Z� d7L Zl M.ZIEp .M Zl L MZ „ EP � � p E M„ZI, M„ZL C PHONE(208)639-6939a d3 CONNECT TO EXISTING zO,Ozz� a a?+ 12"_WATER MAIN � DATE: MAY 2024 g �'00 _SSCO #90 a x c� PROJECT: 21248 IIIIII RIM:2750.23 I IIIIII a°yam° / Y d3 DEPTH:24.9' r EP 12"WATER EXISTING } y SHEET NO. Lu N INV OUT:2725.29 8" (W) \ 12"WATER MAIN o a° o _Ep I PP3.3 a _ _ c - _ _ _ wN PTO z �� -- IR , a \ ie 30 GUI �I 3p GI�,30 GI��30"G m 30TG1 �0"GI- --�30"GI 30"GN 30�GI iR Q 40 g0 120 TOE E v w \� v w v w I w w w TOE w � 0" 0 FfT TIE API PI PI PI G' \ I TOE- 3 GI 1 n ' I � � U a �R Plan Scale: 1 =40 - - - - y v v vI ijigw'N 1, v v v v w v v w TOE T0I TOP TOP TOP TOP TO -- - - - -t R i2 d � ° ° d •°^ ' ^ Y \ \ I /C \ G \ yy I 8"W s••W s..W 8"W s..W s..W 8"W s..W m w w $.. - 11 R,.w A"IA, R>,., R,., R,., R. 8'w s X-0 s„w �\w �I � 1+00 E. 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No. 2021-151503 °I ° ,$"S 8"$ ° . 8"S 8"S \ I r 00 I SSMH #108 I D CITY OF MERIDIAN EASEMENT PER EXISTING SSCO 106 N J. w 3 I RIM:2740.90 INSTRUMENT No. 2022-033764 RIM:2742.35 # I ®® c I I \ 00 IDEPTI-1:9.0' \ f - - - - - - - DEPTH:15.5' a INV IN:2732.03 8" (N) I v a I INV OUT:2731.93 8" (E) I 00 INV IN:2726.84 8" (N) ACHD PERMANENT EASEMENT I \ a EXISTING SEEPAGE BEDS R oo PER INST. No. 2021-136093 \ r INV OUT:2726.84 8" (S) I I TO BE RELOCATED I� 12 I 11 10 O9 O8 7O I I \ N EXISTING SEEPAGE BED I - P - - - - - - - - - TO BE RELOCATED \ � I �, I I I I I I I al•. • �- I -I- - - - - - - - - - - - - I\ I e X 4"PI RR 4"PI 4"PI 4"PI - - - - - - - - - - - - - - - - - - - - - - - - - - I n I ° ACHD PERMANENT EASEMENT 0 � - I � Z PER INST. No. 2021-136093 - r. 00 8„w -u w u w u w s"w s"w � - O "" 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8„w 8..w 8..w I 8.,w 8„17..w s°w s„w 8,.w 8..w 8„w w :X. PROPOSED ACHD SEEPAGE BED o N z S 18" 18"S 18"S 18"S 18"s 18"s 8"S 8" 8" s"s s"s s"s s"s s"s s"s \\-48.6' E. PHENOMENAL ST. a 3 of 8" PVC ® 2.61% r \ v 10 00 3 v \ EXISTING SSMH #105 -i (n V7 ° N ° OD N „ RIM:2741.85 I^ ° r rr DEPTH•16 4' s _- � ° � - - - - - - - - INV IN272557 8' 9 f r z_ I 18"PI 18"PI 18"PI 18"PI 18"PI 18"PI 18"PI �1 INV OUT:2725.47 8" (W)-18"PI- - - 18''P "PI 1�"PI r18"PI - - 18-'PI- -=18"PI - 1 r z z O Z I 3 z CD o APEX FARR SUBDIVISION O LL o S�\N N E�c�F E MERIDIAN, IDAHO ��5\oCENSf PRELIMINARY ENGINEERING PLANS w 16860 z REVISIONS ,�� 511124 �o ' NO. ITEM DATE Iv ENGINEERING 9� qTF OF ��P 5725 NORTH DISCOVERY WAY C. K�NS BOISE, IDAHO 83713 a PHONE(208)639-6939 kmengllp.com z DATE: MAY 2024 PROJECT: 21-248 SHEET NO. 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ITEM DATE Iv NO. 9� qTF OF 5725 NORTH DISCOVERY WAY y� K�NS BOISE, IDAHO 83713 C a PHONE(208)639-6939 kmengllp.com z d DATE: MAY 2024 g NOTE: PROJECT: 21-248 SANITARY ELEVATIONSEWER OFTHE PROFILES RUCTURES PRELIMINARY. PIPES SHALL BE AND SHEET NO. J DETERMINED AT FINAL DESIGN. W a PP3.5 2745 2745 o ww Z: o Z (n b- 00 0 w N _ Z 2740 O w ..^ 9 a0 O w 0 V Coh 00 co 0o L � Co 2740 oo zZ � 0 w � O � � � 0 p 0 ^v po w w Co O "- i� ^ 00 co Oi oNo 00 00 p M o Co o o r- i� - w Co 't Co ui r- � ao rn u- co 00 _ 00 00 00 O + N N W Co cD wp N 0� 2ZZ 0 NNM � r` 2735 0 u O o 0o^ M N co =�N O �Nr CD M�� � � O M � pC0_ � � — — �N� � � N 00 N O CO O _ N M_ M I� Q_ > > > + N 2735 ^ ? 0r'in r Nam. 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O 00Lo Z N N N 17 M r7 M n n N N N N N r7 It It It 17 17 It u7 c0 r 00 p 0 N rM f l o M M r7 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 v N N s 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 V) n z z Y 0 Z g SEWER ALIGNMENT B ( REFER TO PLAN SHEETS PP3 . 2, PP3 . 3 ) 0 60 120 180 0 6 12 18 APEX FARR SUBDIVISION 0 Z Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' S�ONAL f L.L E MERIDIAN, IDAHO �o�`�S��cENSFa�'tiF� H PRELIMINARY SEWER PROFILES w 16860 z REVISIONS ,�� 5/1/24 �o ' NO. ITEM DATE Iv ENGINEERING C 9 qTF OF 5725 NORTH DISCOVERY WAY y� K�NS BOISE, IDAHO 83713 C a PHONE(208)639-6939 kmengllp.com z d DATE: MAY 2024 g NOTE: PROJECT: 21-248 SEWERSANITARY 0 ELEVATONSOFT PROFILES I PRELIMINARY. LOCATION AND HE STRUCTURESANDPIPES SHALL E SHEET NO. J DETERMINED AT FINAL DESIGN. 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ITEM DATE ENGINEERING "9� qTF OF � 5725 NORTH DISCOVERY WAY y� K�NS BOISE, IDAHO 83713 C a PHONE(208)639-6939 kmengllp.com z d DATE: MAY 2024 g NOTE: PROJECT: 21-248 SANITARY 0 ELEVATIONSEWER OFTHE PROFILES RUCTURES PRELIMINARY. PIPES SHALL BE AND SHEET NO. J DETERMINED AT FINAL DESIGN. W a PP3.7 2765 2765 2760 0 ^ 2760 o w 0 00 0 Co u 0 .. co o 0 00 m U- 0) 2755 00 00 J „� o ��� � r, N O M_ N 2755 N U- 00 N O w _ O _ _ 00 (0 Lo N N 1 0 00 N O r, 2 0 N N O 00 LL 00 00 00 S 04 I,N � Z O O O N H �00. 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ITEM DATE ENGINEERING "9� qTF OF � 5725 NORTH DISCOVERY WAY y� C K�NS BOISE, IDAHO 83713 a PHONE(208)639-6939 kmengllp.com z d DATE: MAY 2024 g NOTE: PROJECT: 21-248 SEWERSANITARY ELE ATONSOFTPROFILES O I PRELIMINARY. LOCATION AND HE STRUCTURESANDPIPES SHALL E SHEET NO. J DETERMINED AT FINAL DESIGN. W a PP3.8 1.5' ACHD 1.5' ACHD SIDEWALK 63' RIGHT-OF-WAY SIDEWALK EASEMENT EASEMENT 0.5' 18' TBC-CL 18' CL-TBC 0.5' 20' PL-PL 3:1 MAX. 5' SIDEWALK 8' PLANTER BIKESLANE OUTSIDE LANE OUTSIDE LANE BIKES 8' PLANTER 5' SIDEWALK LANE SLOPE TO EXISTING NOTE: / STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED / \/\/\ \/\ \ \ \ \ \ \ IX/1\ \ \ \ \ \' AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \ \\ \ \\ \\ \\ \ REPORT AND ACHD'S REQUIREMENTS. / // // // // // // // //��//� / ///.\/ .\//i,\ ,\ ,\ /\\ \ \/ //�, \ \\�\\/ 1' LANDING, \�j\ / /\/\/ 1' LANDING, TYP. / \/r\//,\/ \/ \/�\/�\/�� � � � /��/��/� \ . TYP. 6" VERTICAL CURB ASPHALT PAVEMENT CONCRETE AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE STREET SECTION A ( PRIVATE ALLEY) STREET SECTION G (COLLECTOR) SCALE: NTS SCALE: NTS 1.5' ACHD 1.5' ACHD 1.5' ACHD 1.5' ACHD SIDEWALK 60' RIGHT-OF-WAY SIDEWALK SIDEWALK 66' RIGHT-OF-WAY SIDEWALK EASEMENT EASEMENT EASEMENT EASEMENT 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' 0.5' 18' TBC-CL 18' CL-TBC 0.5' 5' SIDEWALK 8' PLANTER 7.5 91 91 7.5 8' PLANTER 5' SIDEWALK 8' SIDEWALK 8' PLANTER 5' 11' 11' 5' 8' PLANTER 5' SIDEWALK 3:1 MAX. PARK LANE-TBC THRU LANE THRU LANE PARK LANE-TBC 3:1 MAX. BIKE LANE OUTSIDE LANE OUTSIDE LANE BIKE LANE SLOPE TO SLOPE EXISTING EXISTING \/\/\/ ° \/\//\/\//\/\//\/\ /\ \/ \ \\ \\ \\ \\ \\ \ \/ 7\/, \ / 1 LANDING 1' LANDING, /\\\ \\ \\\\\\\\\ \ TYP. \ � \/\/ TYP. '/ /i,./ice/i/./i/./i/.///,//�\/r\ �\ �\ �\ �� /� ./i/./i/./ice/i,./i,/�, %� / \/ \/ \/i\/i\/i\/i,\//,\//\\//\//\//\\ \//\//. 3" ROLLED CURB ASPHALT PAVEMENT 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE "3 4 -MINUS CRUSHED AGGREGATE BASE AND GUTTER, TYP. / 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE 6" MINUS PIT-RUN SUBBASE STREET SECTION B ( LOCAL) STREET SECTION H (COLLECTOR) SCALE: NTS SCALE: NTS 1.5' ACHD 1.5' ACHD 4.5' ACHD 60' RIGHT-OF-WAY SIDEWALK SIDEWALK 63 RIGHT-OF-WAY SIDEWALK 0.5' 16.5' TBC-CL 16.5' CL-TBC 0 5 EASEMENT EASEMENT 0.5' 18' TBC-CL 18' CL-TBC EASEMENT 5' ACHD 7 5' 9' 9' 7 5' 5' 1 1' 1 1' 5' SIDEWALK 5' SIDEWALK 8' PLANTER PARK LANE-TBC THRU LANE THRU LANE PARK LANE-TBC 8' PLANTER 5' SIDEWALK 3:1 MAX. 5' SIDEWALK 8' PLANTER BIKE LANE OUTSIDE LANE OUTSIDE LANE BIKE LANE 8' PLANTER 8' SIDEWALK EASEMENT SLOPE TO EXISTING \\/\\ \ �/3\.\\ / //\/////////// / / / / / / / / / / / //%//%//%/ / // \, \ \\ \\ \ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \ \\ \\ \\ \\ \\ \ \ \\ \\\�\�\\/\ 1' LANDING, \\�\\/ \\ \\ \\ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \\ \\ ��/ / \/\/\/ \ TYP. TYP. /�\/�\/ \/�\//\//\//\//\//\//\//\//�// \ •\/�\/�\/�\/�\/�� // 3" ROLLED CURB ASPHALT PAVEMENT 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE "3 4 -MINUS CRUSHED AGGREGATE BASE AND GUTTER, TYP. / 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE 6" MINUS PIT-RUN SUBBASE STREET SECTION C ( LOCAL) STREET SECTION I (COLLECTOR) SCALE: NTS SCALE: NTS 1.5' ACHD 1.5' ACHD 1.5' ACHD SIDEWALK 35' RIGHT-OF-WAY 1.5' ACHD EASEMENT SIDEWALK 74' RIGHT-OF-WAY SIDEWALK EASEMENT EASEMENT I EASEMENT 0.5' 17.5' TBC-CL 11.5' CL-TBC 0.5' 0.5' 23.5' TBC-CL W. � 23.5' TBC-CL 0.5' 5' SIDEWALK 8 9.5 9.5 5' SIDEWALK 8' PLANTER 5' 11' 11' 11' 5' 8 PLANTER 5' SIDEWALK 3:1 MAX. PARK LANE-TBC THRU LANE THRU LANE 3:1 MAX. BIKE LANE OUTSIDE LANE TURN LANE OUTSIDE LANE BIKE LANE SLOPE TO SLOPE TO EXISTING EXISTING SLO EAX.TO \ EXISTING \ \//\ 1' LAN \/\/\ D I N G, �,\\/ //r�\/��\/� � / / / 1' LANDING, \\/\\� r\ r\ �\/ \/\\ TYP. //\ /\//� // //� //. /. /i,/�,/�,/ TYP. // // // / //\/ 3" ROLLED CURB ASPHALT PAVEMENT 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE 6" MINUS PIT-RUN SUBBASE STREET SECTION D ( LOCAL) STREET SECTION J (COLLECTOR) SCALE: NTS SCALE: NTS 47' RIGHT-OF-WAY 2' 16.5' TBC-CL 16.5' CL-TBC 2' 5' SIDEWALK 7.5 9' 91 7.5 5' SIDEWALK 3:1 MAX. PARK LANE-TBC THRU LANE THRU LANE PARK LANE-TBC 3:1 MAX. SLOPE TO SLOPE TO EXISTING EXISTING a \ m 1' LANDING, \/X \\ TYP. z 3" ROLLED CURB ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE O Z 6" MINUS PIT-RUN SUBBASE U N STREET SECTION E ( LOCAL) N SCALE: NTS s N z z Y OZ 1.5' ACHD 1.5' ACHD 3 SIDEWALK 81' RIGHT-OF-WAY SIDEWALK EASEMENT EASEMENT ar- 0 0.5' 0.5' APEX FARR SUBDIVISION Z 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC-TBC 12' MEDIAN 21' TBC-TBC 8' PLANTER 5' SIDEWALK S��NAL fN E SEOX E TOO MERIDIAN, IDAHO Q��S CENS �NG z PRELIMINARY STREET SECTIONS 16860 z \//\//\// \//\//\//\//\//\// \//\//\//\ \/\/\//\//\� REVISIONS ,�� 5/1/24 �o E N G I N E E R I N G \ \/\\/\\/ �� qTF OF \�P 5725 NORTH DISCOVERY WAY / / / / / / / / / / "/ / / / / / NO. ITEM DATE / / / /r y S BOISE, IDAHO 83713 a 1' LANDING, /\ \ \�\\\\\ / /\\\/j\\/\\\/j\\/%\ \\/\\/\\/\\/\\/\\� /\\/\\/\\/\\/\\/\\ \ \ /\\/\\�\\/\\/\��\�/\ C PHONE(208)639 6939 Q Z TYP. 6>' VERTICAL CURB //\/r �\/�\/�\/�\/�\//\//\/�\/�\/�\ \/�\/�\/�\//\//\//\ \ \//� /\\ N C. KEN kmengllp.com z AND GUTTER, TYP. COMPACTED SUBGRADE 6" VERTICAL CURB, ASPHALT PAVEMENT d TYP. DATE: MAY 2024 3/4"-MINUS CRUSHED AGGREGATE BASE PROJECT: 21-248 STREET SECTION F ( LOCAL 6" MINUS PIT-RUN SUBBASESHEET NO. w) SCALE: NTS 1.5' ACHD SIDEWALK 88' RIGHT-OF-WAY EASEMENT 0.5' NOTE: 10' MULTI-USE STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED 5' SIDEWALK 8' PLANTER 21' TBC-TBC 12' MEDIAN 21' TBC-TBC 8' PLANTER PATHWAY 2 3:1 AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING SLOPE MAX.X. REPORT AND ACHD'S REQUIREMENTS. EXISTING \//\/ �/j�/j�/j�//\ 1' LANDING, � / // // // /�//�/� /\//\/� / / /� \ /j�/� P• 6" VERTICAL CURB ' /\/\//\//\//\/ //\//�/�/.///.///.///. AND GUTTER, TYP. COMPACTED SUBGRADE 6" VERTICAL CURB, TYP. ASPHALT PAVEMENT 3/4"—MINUS CRUSHED AGGREGATE BASE STREET SECTION K (COLLECTOR) 6" MINUS PIT—RUN SUBBASE SCALE: NTS 1.5' ACHD SIDEWALK 79' RIGHT-OF-WAY EASEMENT 0.5' I 10' MULTI-USE g' PLANTER 20' TBC-CL + 20' CL-TBC 8' PLANTER 10' MULTI-USE 2' 3:1 MAX. PATHWAY 11, 14, PATHWAY 11, SLOPE TO OUTSIDE LANE TWO WAY OUTSIDE LANE EXISTING TURN LANE / \ //A /\//\ 1' LANDING, ASPHALT PAVEMENT TYP' 6" VERTICAL CURB COMPACTED SUBGRADE AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE STREET SECTION L ( MINOR ARTERIAL) SCALE: NTS 92' RIGHT-OF-WAY 2' 10' MULTI-USE g' PLANTER 32' TBC-CL 20' CL-TBC 8' PLANTER 10' MULTI-USE 2. 3:1 MAX. PATHWAY 12' 1 1' 14 1 1, PATHWAY SLOPE TO TURN LANE THRU LANE TWO WAY OUTSIDE LANE EXISTING TURN LANE \\/\ /\\/ / / /\/\\%�\ 1' LANDING, /,\ \ ASPHALT PAVEMENT COMPACTED SUBGRADE 6" VERTICAL CURB 3/4"—MINUS CRUSHED AGGREGATE BASE AND GUTTER, TYP. 6" MINUS PIT—RUN SUBBASE STREET SECTION M ( MINOR ARTERIAL) SCALE: NTS 0 d m X a N m z p N LL d z U N 0 V) N z z Y Z U Z APEX FARR SUBDIVISION LL O } o S�\NAL F£�c/F MERIDIAN, IDAHO ��S\oCENS PRELIMINARY STREET SECTIONS 16860 z REVISIONS 5/2/24 o � � ��� ENGINEERING NO. ITEM DATE � �� qTF OF 5725 NORTH DISCOVERY WAY C K�NS BOISE, IDAHO83713 a PHONE(208)639-6939 kmengllp.com z DATE: MAY 2024 PROJECT: 21-248 SHEET NO. J W N i a