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Pre-plat Apex Farr
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 1 \ I I TECO ONE LLC 51131244200 Q: FUTURE - -a: ':.:.:. .:. AMENITY \ I INDEX OF DRAWINGS TECO ONE LLC .— 51131131235 SHEET NO. SHEET TITLE TECO ONE LLC IQ� S1131131210 1�1 PP1 .0 COVER SHEET I \ W O 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 O �' PP2.1 PRELIMINARY PLAT LAYOUT O /CF TRUST S1131131350 n. O '\ O pR PP2.2 PRELIMINARY PLAT LAYOUT O 24 23 22 21 20 19 18 17 16 16 14 13 12 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. , '.6 72 \ 11 I \ Q 77 ;= 62 10 12 13 \ \ PP3.0 PRELIMINARY ENGINEERING PLANS Q 71 \ LEAVITT PP3.1 PRELIMINARY ENGINEERING PLANS O O O O O OU00 O 10 11 12 13 : > \ O1451131142220 1O 0.-'. ;, 70 \ / 51 48 O O \ w e,..:.'.':': 1':' '.;•: a:> 14.: '.:' j':;C: }..::'-::_;':.:. Lu .. 69 55 �j0� 47 46 15 I I I PP3.2 PRELIMINARY ENGINEERING PLANS E. TRANTON ST. w jt: zz 68 \ \9�0 so 16 RFC�P \ 4s �/p \ PP3.3 PRELIMINARY ENGINEERING PLANS 27 26 26 24 23 22 21 20 19 18 17 16 is J 21 2 �\ \ O w O O 67 \ v O lv �F 44 O F pR \ \ PP3.4 PRELIMINARY ENGINEERING PLANS vi vi 20 11 \ 49 I O E. EXCELSIOR ST. 19 O rf:.. 9'F,o P' FXpR 43 18 \ I PP3.5 PRELIMINARY SEWER PROFILES ,o 18 4 \ ` \ < 42 19 _ PP3.6 PRELIMINARY SEWER PROFILES BLOCK 17 O O O O O O OL(D O O 10 11 12 13 17 11 O o BL012 64 66 \\ 12 BLOCKO9 (D 41 O 20 \ MATTHEWS — PP3.7 PRELIMINARY SEWER PROFILES ui O IS 16 O \ ;; O 40 \ \ S1131142260 ( _ J 66 11 - :.',;14,, .:.�, :e,:,-:-.;...a.,,:,.•�-.. . 15 O x 62 57 O 39 21 � PP3.8 PRELIMINARY SEWER PROFILES O w O O \' BLOCKI2 GRIFFITHS — — _ PP3.9 PRELIMINARY STREET SECTIONS 14 � O8 5S �(1` \ �..\ '9 6 P 10 38 23 27 26 26 24 23 22 21 20 19 1S 17 16 15 13 •*:• O 1n 61 J \�_ \ \ �i� Q O \�J� 1 22 O I S1131142310 O 59 �. \ 20 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 A O � O O E. SUPREME DR. 60 16 \\ F9� O �O� O BLOC 38 36 \\ I \ — I 1 I R8847000020 I PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN O _J 15 \c\` ( I PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN O �;. BLOCKI6 BLOCK IS \ : 4 12 35 UPPIANO 11 12 13 14 16 16 17 18 19 Ol 0 0 Oq O BLOCK II \ O �V(��Q.� O 1 �j,_ O 26 \ I SUBDIVISION) O O 14 13 11 \ 6 O \��` 11 O -(�• LOST 34 2 MARTARANO PPL4.0 PRELIMINARY PLAT LANDSCAPE PLAN 6 S1131142320 10 O 10 O `Z' 10 3 O"r0 33 PPL5.0 PRELIMINARY PLAT FENCE PLAN 8 O \ �' O O 'p o_ - — — E. QUARTZ CREEK ST. � O JO O \\ O 8 BLOCK7 O 28 o O PPL6.0 PRELIMINARY PLAT LANDSCAPE DETAILS � g \ ''•:� BLOCK 11 4 ( ` 32Lu \\\ O Q' FO/� 4 O 60 v 12 1 31 a BLOOCK 3 S BLOCK 14 O \.\ O 7 O nOv 11 30 3 4 O O O C O 7 tP l0 0 a O O O BLOCK 6 O 29 O , PRELIMINARY PLAT DATA \\\ � 1 O O O � \ �JOPJ O ' TO O 9 4 O E.JAGGED PEAK CT. ROBERTS RESIDENTIAL AREA (R-8) \ P �' �'F o5 J� 0 S1132325440 SITE DATA O �i�c 6 �P 13 10 DEVELOPER/OWNER CURRENT ZONING R-4 R-8 \ ` O 0,�, O �O is 14 13 12 BRIGHTON DEVELOPMENT INC. / \ BLOCK IO 12 � Q � O 2929 W. NAVIGATOR DR., SUITE 400 PROPOSED ZONING R-8 cy \ O 7 COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL APEX WEST 11 BLOCKS O 11 \ MERIDIAN, IDAHO 83642 \ PRELIMINARY PLAT(R-2) I \ O O \ PHONE: (208) 378-4000 BUILDABLE LOT AREA 64.999 ACRES \ \ 10 CONTACT: JON WA hto ... C 9 COMMON AREA 29.730 ACRES _ = EMAIL: 'wardle®bri htoncorp.com 9 0 BLocK4 �� --5. APEX ROW AREA AREA 29.395 ACRES 1 I JQ \ O 0 ~' _ TOTAL AREA 124.123 ACRES �> i I �JOQ \ O O O�. O O > ENGINEER/SURVEYOR OVERALL LOT DATA / 1 F \ O �� O4 BLOCKI3 a KM ENGINEERING RESIDENTIAL LOTS 353 \ A�j 7 ��� f 0 0 (D 0 \ \ 5725 NORTH DISCOVERY WAY COMMON LOTS — LANDSCAPE 45 I C� F J 0 / v BOISE, IDAHO 83713 COMMON LOTS — SHARED DRIVEWAY 6 PHONE: (208) 639-6939 COMMON LOTS — ALLEYS 5 \ 'p yjO F E. LOFT DR. - CONTACT: LACHLIN KINSELLA, P.E. TOTAL LOTS 409 1 I Fiy 00 0 EMAIL: Ikinsella®kmengllp.com MINIMUM PROPERTY SIZE 4,180 SQ. FT. \ 1 > QJ' FO 25 BLOCK2 31 Ol O AVERAGE PROPERTY SIZE 8,021 SQ. FT. I } I 39 'p 21 30 O > (D DENSITY 1 ~ Qom} 3S 22 29 O Lu GROSS DENSITY 2.844 UNITS ACRE 1 I APEX WEST \ LjQ 37 23 24 28 z O p \ / PRELIMINARY PLAT(R-8) O \ LEGEND NET DENSITY 5.431 UNITS/ACRE 1 co 36 zo 27 � U 10 RESIDENTIAL AREA R-15 / 35 34 O 18 7 Q u N I 19 26 O z O 11 N ( ) O 12 0 DWT INVESTMENTS LLC — — BOUNDARY LINE SITE DATA O O 1 13 vi S1132325801 — — OFFSITE PROPERTY LINE CURRENT ZONING R-15 I � I 33 PROPOSED ZONING R-15 1 I I 32 31 14 13 12 G 14 (R-4/R-15/C-C) COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL \ \ 1 I \ _ O O to O LOT LINE BUILDABLE LOT AREA 1.638 ACRES \ \ I _ 30 — — — 1s COMMON AREA 0.492 ACRES �— 29 E. SKYBORN DR. 16 SECTION LINE IUIAL AREA 2.129 ACHES SHAFER VIEW \ �\ 2s '19 R_8 PROPERTY ZONE ESTATESC 27 1 OVERALL LOT DATA SU DIVIS ON \� FUTURE \\ 26 zs z4 z3 zz zl zo 10 LOT NUMBER RESIDENTIAL LOTS 28 \ \ BLOCKI 18 AMENITY COMMON LOTS — LANDSCAPE 2 — COMMON LOTS — ALLEYS 1 p — — — — — — — —\ — — — . . . ar - - - - - - - - - - - - E. CRESCEND6 z MINIMUM PROPERTY SIZE 1,610 SQ. FT. — — — — — SURVEY CONTROL NOTES _0 AVERAGE PROPERTY SIZE 2,548 SQ. FT. 7TIF 26 DENSITY I 1 PROPOSED APEX I I PROPOSED APEX I I 25 O \ EP 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE GROSS DENSITY 13.152 UNITS/ACRE I za >`-::?7 \ COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL U NET DENSITY 17.094 UNITS/ACRE NORTHWEST 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 zo `'. 31 \ \ Q CURRENT ZONING R-15 I I I I SUBDIVISION No. 2 Q 19 32 \ Z PROPOSED ZONING C—C I oc 18 az 33 \ O COMPREHENSIVE PLAN DESIGNATION MIXED USE COMMERCIAL I I (R-15) 0- 17 34 \ O\\ (, a COMMERCIAL LOT AREA 5.284 ACRES I I I N 16 35 \ ROW AREA 0.623 ACRES I 15 \ z TOTAL AREA 5.908 ACRES \ APEX FARR SUBDIVISION 14 ',- 37 LL OVERALL LOT DATA I I I �SS�pNAL FNc/ g TOTAL COMMERCIAL LOTS 6 I 1z 11 10 9 8 ,0 r — — G MERIDIAN, IDAHO �o� oc ENS6 o \\ COVER SHEET � O OVERALL SITE - - - - - - - - _ _ z w — E. PHENOMENAL ST. \ 16860 o TOTAL SITE AREA 132.160 ACRES 1 I I I \\\ \ \ �9r oP� E N G I N E E R I N G >_ SITE \ REVISIONS s 519124 0 APEX NORTHWEST I APEX NORTHWEST I I C' F OF 5725 NORTH DISCOVERY WAY OVERALL LOT DATA I \ NO. ITEM DATE 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 PROJECT: 21248 TOTAL LOTS 446 Lachlin Kinsella, P.E. J Date: 2024.05.09 SHEET NO. W N REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. :22:1 G -OC'OO' P P 1.0 oC a DR GRAVEL LLC CITY OF MERIDIAN 51131212400 S1131223350 I \ \\ \\� CARLSON LATERAL - / OPEN DITCH 0 \\\ \\ \ 2) ACHD I ACHD 0 200 400 600 T •TM \\ \\\ p 51131212500 S1131120760 E. LIBERATOR T. \ \ I Plan Scale: 1" = 20' \gyp 2 \ \ \ TECO ONE LLC 68\\\\�\�\\\cam\\\ I TECO ONE LLC i i S1131131235 S1131244200 12 2"s °'� 6, / \ \\\�\ c\\\\\\ \ I TECO ONE LLC S1131131210 _ I - 30' ACCESS EASEMENT ,I PER INST. No. 10515,8355 MARTIN REVOCABLE 2>>8\ \ \ \\\\ \\\\\\\\\ \ \ \ I I \ TRUST S1131131330 f\ \ c Z \ \ \\ FARR LATERAL \ \ \ \ OPEN DITCH \ m \ \\\�\ \ �� \\\ \ I I MARTIN REVOCABLE o T \\\I\ \\ \\\ \\\\ \\\ \ �mi �2750 TRUST S1131131350 \\\� PREVAIL SUBDIVISION \ —ZiQ�QS�� `�74p (R-8) of WATKINS DRAIN ,2>-27,30\\\ \\ \\� LEAVITT RETAIN AND PROTECT �q� \ \ \ \ \2 2g\ \� \� \\\ S1131142220 EXISTING WATER MAIN APEX SEWER TRUNK \ 2j2 IRRIGATION POND • PHASE 1 PROJECT \\ 2\ \ \ p Op IRRIGATION POND PROJECT BOUNDARY \ \ RETAIN AND PROTECT of / \ \ \ \ o�\ \ MATTHEWS _ I � N � \ \ o ,\� \ S1131142260 — �� \ EXISTING SEWER MAIN 24" GAS MAIN ti \ \�\ \ � — — 1 1 \ � \ � \ \ \\ � GRIFFITHS I — I , \ I S1131142310 22" GAS MAIN SABALA 1 + \ I \ \ \ \ \\ \ o� I I I R8847000020 I I \ \ J UPPIANO RETAIN AND PROTECT \ \ — \ �\ \ / ,���/ /\\ \ \ \ \ \ \ \ MARTARANO I SUBDIVISION) I EXISTING WATER MAIN ^ —� \ \� + \ \ `� \ \ \ \ \ S1131142320 EP EP �_ TOP _ E. QUARTZ CREEK ST. 2>28 ^ — :—Mar T E— \ � � 2> \ 2724 \ \ FARR LATERAL - \ OPEN DITCH 00 \ APEX SEWER TRUNK - \ IRRIGATION POND PHASE 2 PROJECT '2>32� c\\ �--r P N \ \ \ \ \ \ Co / ( \ \ \ \ \ ERTS 5113ov 0B325440 1 2 ?740 \ PROJECT `NDARY \ — \ I \ \ Q�� \ 27 2 o0 �_ \\\ a2 0" ;7 Ad 27 4C \ MCBIRNEY LATERAL \c \ \ \P�� / / RETAIN AND PROTECT I \ s� ` 1 \ \ \ - 30 PIPE \ �2)Q \ ��J��� _ EXISTING WATER MAIN PROJECT BOUNDARY \ IRRIGATION FIELD DRAIN Off l jam , _ / °i 2742_ \ \\� 2738�— / 1N 2742- J / \ \ \ \ 0 3 \ \ o \ r�ro \ �27 v7 / - .MCBIRNEY LATERAL SHAFER VIEW ESTATES \ \ \ I \�� \ \ \ — JUL ?> - OPEN DITCH SUBDIVISION \ \ / �6 \ — \ �6s_ o� �\\ �' / rn \ \ WHITE FAMILY LIVING TRUST \ 1 \ cp — S1131346600 E. CRESCENDO PROPOSED APEX \ PROPOSED APEX \ \\\ \ \ \ NORTHWEST \ NORTHWEST \ \c \\ \ SUBDIVISION No. 4 \ SUBDIVISION No. 3 M;; \c\\ \2> \ Um (R-8) (R-8) Q ,2744\ \ c \\ 46 \ \ LEGEND APEX NORTHWEST '• 0 \ \\c\\ \ \ SUBDIVISION No. 2 \\� X EXISTING IMPROVEMENTS 2) \ \ (R-15) N \ \c\ z a 2> \ \ DWT INVESTMENTS LLC s s SANITARY SEWER LINE `32 \ V 4 \ W W WATER LINE S1132325801 0 \ I \ \\ U I \ II c c c GAS LINE \1 z Q \ I \ Q OP—OP— OVERHEAD POWER LINE — 1-4 — iL \. c \ \ ci ci GRAVITY IRRIGATION LINE is — — — — — 18 s— — — 4�S"s i�"sis"s is°s s" is' "s s"s— \ O ��TOP T — — E. PHENOMENALST. _ _ \ V) ^ SEWER MANHOLE \ \ y� P TOP \\ APEX SEWER TRUNK - \ \ Z z WATER VALVE APEX NORTHWEST \ \ Y wv \ PHASE 3 PROJECT I I \� \ Z m � � WATER METER \ SUBDIVISION No. 1 \ i I \\\ \\ \ U 3 ® \ \ \ \ III (R-15) I: I \ � � ; FIRE HYDRANT 0 APEX FARR SUBDIVISION IL o POWER POLE �SC,\ONAL fNC o m POWER BOX MERIDIAN, IDAHO Q�o� � EXISTING CONDITIONS PLAN Z EP EP EDGE OF PAVEMENT z 16860 w EG EG EDGE OF GRAVEL REVISIONS s� 5/9/24 �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 6939z 0 Q kmengllp.com z 2645 EXISTING GRADE CONTOUR DATE: MAY 2024 a PROJECT: 21-248 SHEET NO. J W N 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 OOOO OO OOq378 27.0 70 Q00oM SS EEEFE EEEEEE �EEEEFE EEE—EEE�E E EEFE EEEEE EEFEEE F EFE EFEEEFE EEEFE EEFEEE EEEE EEEE E< E E E < < E < E 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 FEE EEFEEEF EEEEFEEEEEEEE EFEEEFEEEEEE/ EEEEFEEEEEEEE E F b E r r E 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 E59.80' 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' pp E E EEE E E E E 00 02 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 / oEE(EEE/EEFE 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' 0 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 0 E/ EEEEEEEEEE / /EEEEEEul) E120.00' 0 110.00' 110.00' N 110.00' 110.00' EO O 0BLOCK 16 O O O E E E E E cu 0 OO 4,400 SF 4,400 SF < 0 V) < < E E E E0 0 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 00 0 120.00' 4,400 SF 4,400 SF 4,400 SF 4,400 SF 110.00 ° 110.00' 0 8.19 0110.00'110.00' 48.99' 110.00' 110.00' o0 ° o 0 L� It 4,400 SF /- EFE FEEEj— / E / NaaNLLJzZ BLOOOO1C 8K 15 0c 0 0 / ♦6s OR ♦/B /LO♦/CK 1 0♦2 Q�/�. S roS�1pF O�1 5 O�5 F,7•i/,721�O,F5�0 2S9 22F 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 p 3)s V) \d Q' EFEFFEE /EFFEEEE EFF morFEo�EFE `EEF �E �tiEEF TFE/ �sEEE / ' EFE E EE FE F/ - 7.65' 110.00' 0 0 0 120.00' 0 4,400 SF O 0 O 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 0 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 Ln w < E0 0 110.00' 110.00' O O 3 0 / EO — EO 0 0 4,400 SF E 7,200 SF O 0 ,Q190'6 1 O 2 It 4,400 SF 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 Ln 0 O p E E E5 Ln LO 3 I 5 21150' 96.50' 118.00' 96.50' 96.50' 1 96.50' 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 INA RY PLAT NOTES TE vS 23.33' 22.27' 23.33' 112.00' 23.45' 22.30' E22.30' 0' ' 135.65' 90.81' 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT ENsT TF�WITH 6T H0�E�c0Mv IN' I�M UM DIMENSIONAL STAND ARDS 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.0 40.00 40.00 911s LISTED IN UDC TABLES 11-2A-6 AND 11-26-3 FOR THE R-8, R-15, AND C-C ZONING DISTRICTS RESPECTIVELY. 120.00' /w 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH H BLOCK 17 > 0 0 '0 \ F THE FINAL PLAT. 00 0 0 0 0 0 � n 0 J 76 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVEDo 6N22 oo N � � N N � SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN.7,2o SF 14,370 SFo . 1,676 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 1,676 SF 4,283 SF 8s' 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE W I T H 120.00' 0, i6 0 IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE I 60' 24,607 SF E E PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS.in 0cO O 15.00' 15.00 9,344 SF 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, 00 40.00' 400 7,200 SF . . . . ' WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION 9 / THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED CONDITIONS IN ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS 17.66' lot BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT AMATCH LINE SEE SHEET PP2 . 1 8,072 SF NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 08,754 SF 111.28' 69.2 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 9.75' 12.12' 7. LOT 11, BLOCK 2, LOT 11, BLOCK 17, LOT 14, BLOCK 18, LOT 14, BLOCK 19, LOT 11, R400' BLOCK 20, AND LOT 13, BLOCK 23 ARE PRIVATE ALLEYS AND SUBJECT TO A BLANKET 8,995 SF 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. MAINTENANCE 22,296 SF FOR SAID LOTS WILL BE PROVIDED FOR IN THE COVENANTS, CONDITIONS AND RESTRICTIONS to - FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF THE PRIVATE ALLEYS SHALL O MERIDIAN. MEET THE MERIDIAN CITY CODE 11-3F. 8. LOTS 5, 19, AND 34, BLOCK 1, LOT 66 AND 76, 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 6.2 1 Q IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. 00 2o 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. z20,685 SF O 18,909 SF 0 0 1580, APEX FARR SUBDIVISION AL ENSF �yMERIDIAN, IDAHO PRELIMINARY PLAT LAYOUT 17,019 SF z168 REVISIONS 5/9/24� � 32.90' ENGINEERING 00 20.32' OF 5725 NORTH DISCOVERY WAY NO. ITEM DATE 12.49' BOISE, IDAHO83713 39.08' C. PHONE(208)639-6939♦ I ♦ 21.22' kmengllp.com z BLOCK 221S 21.04 pp 0 O0 z_U�0 DATE: MAY 2024 c `3s C a O 0 22,071 SF \ PROJECT: 21 248 — _ — SHEET NO. W a \� - - - PP2.0 i I loo to tx O to \ �• , O r', c`rn ' o \ 0 60 120 180 QQ , oo S9 1,408 SF I o 70 I - _ - to00 $ Plan Scale: 1" = 60' O• 14.08' 5.80' 7,410 SF 13,500 SF N v I� p I N O \ 00 O 120.00' I `t 18,909 SF �O 5,067 SF o o \ 0 7,200 SF o I o / 24.33' / \ o 0 p � 4,363 SF CO 1 0, tx00 4 Op, 25.42' �Q 120.00' 1 29.80' O 35 \\ O 0 I � 13,500 SF 4,400 SF Ny R `y 68 1 I 81.05' o O' 6,717 SF zo I I 53 0, NoLA 4,400 SF 12.08' p °� 1 �cS 19,429 SF p0' 01- P` ' No' BLOCK 17 O 00, 7.93 1?9.68, (o I 150' \ 4,400 SF p00 20.00' SR 1 BLOCK 12 �; � o \7 txo� O 00 / ,p R,�• I 55 I t N. 7 00 OO• OS 67 I 106,965 SF I / 6 3 OO �O 4,400 SF �O O R$2 �O Opp, O OPJ� `S� 9,988 SF o I 1 2.34' / '- 15,113 SF \ 4,400 SF o0 \��' ��° ) 00 I I cP cp \ O 00• 2 272. R54 133.34' ,S� � 9 pp, o C. �G` 66 �8' I I 5' 20.68' N k 25 0 �. G• ,Op O4 400 SF 20.00' O 63 ,2,609 SF I I 25.46' 15 O 15.00' 10 0' 8,6608 SF S I 75' 5353, WILLIAMS I O 1,651 SF 000 / O PIPELINE 13,956 SF \ 20.01' i EASEMENT I o �O ro0' 00' 00 pp, 7? 'PO Op, I I ' ! 15,974 SF N 1 I 'Lo 11.50' 64 I 60 U 196.97' �s O 9.18' 9 22,071 SF ,025 SF I I 90 \ 10.56' / NS N 62 I 1 O ^ o \ J 8,400 SF OD 6 \ \ 6� 7,324 SF �� ^N N 1 I YCo 9.74' 51 1'10�6 \ / 0 65 I I Q O N \ O o0 9,994 SF I I a 17,202 SF �'' 0�, 00 8.85' 7,494 SF Oj, 0 I 8 \ QG 66, O �R Op 2g22' 1 I Q 160.00, 22.55' 15,319SF Gy 1 1.50' 8,317 SF 39.00 60.00, 0 73.09, o �� �`LO� cP \ c� �� 15.00' I I 0 R 0 71 o o�. I I 3 0 0 �° 00 pj �_ G 50 sue, 'f '° 0 0 1 I CO 19.28' �. JJ o. 0 I I I 12,047 SF �ry O� 8,173 SF �� 4 00 SF 59 N 0 7,00 SF «0 57 0 CD I I 9 \ S6, �� o^ 7,144 SF 6,480 SF N 56 0. 48 O \ \ '0 0�2 \ N I 1 141.,8' 16,324 SF 14,841 SF 010 \ 7,200 SF o. 12 12.45' I I '0 0 � 5.75' BLOCK 15 0 x 54.69' to N cs O w_ 0 54.00' 54.00, 60.00, I I I Co 49 �^ AO 1 29 93' //�P���P 0 8,173 SF 9.71' I 10 I 11,744 SF N �O� \ / ' Lo 14.78' —� I 8.50' 10.21' °� 0 5.j' / 10 120 03' 10.35' cow — W. DR. I I 113.50' 18.16' 13,663 SF 1�O�D� cvo `� J 9.71' � — I 10.21' 10 27.93 J2.10' D ON 2 .54 44 12.17' '0) .25' 14SF So / -n 70 64.00' I I — o �� 11 \ S0,` Ln 8,173 SF 72.20' 10.21' _ _o �0 25.00' \ R436.5'—i I 108.50' 10.21' (o 36 14,130SF \ N o 3r N120.04' N 15 o I I 113.50' S0 ti$�� OO oAo `sue. Or'' N 8,614 SF N 16 0 1 I 18.16' sr� 1 0 08 8,445 SF 17 0 I I \ 25.80' � 7,805 SF N o 9,747 SF r? I 100 12 o R887, v. O 12 8.48' �O � 1 � 10,191 SF tCj `•� 46 13,500 SF o � I 00 0• 14,986 SF N N 14 72.00' 120.00' 3 I 75' WILLIAMS CO 5,708 SF 00 0 I Q0� I� PIPELINE 20.00' 12,801 SF O 60 38.00, I EASEMENT I 60' \ S 72.20' 1�9 �` �• \ 7,200 SF / �co I rn o I I 0 60 �r. �22�, o. o I \ 120.00 0 rn 0 13 I I � 11 N � �� 13 I 8,582 SF I I 7,697 SF cn 14,165 SF N 122.00' / v- 23.33' / 8.50' 11 12 (o I I � CP 136.58' �, \ 8.54' o \ O � N STARPE I 15,481 SF I I N 45 Q_ 145,808 SF 1 AKAVE. 23.33' / — —0 108 82 I I I o O 16,825 SF 8.50'i `° -- —21.33' s�90' I I 10 N 12,371 SF Lo G 15�.65 / I I 8,692 SF N Zo N 72.92' 0) I I 153.16' Cr 161.81 o o \ 155.73' 14 � I 84.62' p� 16�22 � 11 35, N/ I p 12,960 SF 1 'p, \ O I I 00 � N I / O o0 11 Y I �, O � 70, r — — — 3 c,+ 9,767 SF I I w 00 O co R5 N rn 1p0 I I 00 a 11,819 SF co 12,748 SF 00 44 00 '11,968 SF R I I Z o 14,426 SF 149.88 00 12.98' 133 I I 35.78' I / ^ O 16.98' 64, 00 / 2 145.00' I I Q 87.36' 60.00' 24.22' 60.00' 76.00' r� o cfl 1 N / 14,054 SF 1 00' I I I n 15 0 0 10 00 I I 3 a rn n 150.68' 13,489 SF / o o 00 8,027 SF I I BLOCK 9 N n / O ED Qr I BLOCK 11 I g o 0 0 0 ") / 24.51' 9,570 SF Q I R100' O o O o O o O o O I 43 145.00' w 120.17' O I 10,001 SF N N N N � io 12,053 SF N 149.88 I� 7,200 SF 7,200 SF 7,200 SF 9,757 SF orn 70.00' Q 1 0 I 96,239 SF I 9. Lp 24' / J O 1 I \ ��9, 10.98 `� o, ) ` z 19.93' `') 6,302 SF `n I 1 o 0 0 w 1 1 23.22' 60.00' 60.00' 60.00' 68 89 9 N 152.82' 16 �1. a 1 13.23' 1 1 ?O O `n 14,120 SF R 3' N PJ 10,150 SF 60> o in I 1 O• I c0 32 \ \�J 1 ^� BLOCK 14 I o g o I 1 \ 13.15' 5'59 42 w \ O o 145.00' � O � — — 8,735 SF ^o' Oo O 1 `� 6,054 SF `n 1 1 `0°— — 12,020 SF 19.62' z C- Ln 21.37' 8 Ln 10,500 SF 1 1 10.21' �0 150�0 / o O 111.00' I 1 8I1 7"'• \ i V) \ RO 10,739 SF o 0 0 o I 1 13.62' 64.00' 70.00' 64.00' 17.06' 51 1' cr z O O O 1 1 97 �p 12 17 0, O 00 11,579 SF \ � 5,994 SF 1 1 130.00' 60 9�, 6 14.53' 14,280 SF \ U N 50.41' 9 19' 50.91' 70.00' 138.50' 1 1 1 1.00' 1 O Z-0 0 0 0 o BLOCK 8 0 o G ♦ ♦ r O Y \ 129.50' 0 1 0 co Lu r O Oo O o 8 Oo 9 Q 10 6, 10,395 SF z 10.31' 8,580SF w N O N O N O \ -� ♦ APEX FARR SUBDIVISION TONAL fLL a S. PRIME WAY 0 N N N 7,680 SF 8,400 SF 7,680 SF 9,859 SF jc p ' �c�5 N�+/ - - - - - - 1 ♦ • MERIDIAN, IDAHO �o� \'\CENSF� �F ~ 130.00' O PRELIMINARY PLAT LAYOUT16860 �'� 1 REVISIONS s�g5/9/24 �o Q ENGINEERING I MATCH LINE SEE SHEET P P 2 . 2 \ NO. ITEM DATE �� TF OF �QP !�Iv 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 PROJECT: 21-248 SHEET NO. J W N d I �I � � � � � I ♦ 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 o 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 Q. Cr 14.1 1' BLOCK 8 \ 150•20 I0 O 0 o o O o O o O o O o 101.11' 124.19' (o 8,580 SF `0 N o 8,640 SF o 8,640 SF o 8,640 SF N8,640 SF oN O R470 I 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' 0 ,239 SF I 4 � 150.00 96 ' No 0 I CO 8,320 SF 10.21' 13.15' 1 24.03' \ N. HIGHMARK AVE. I 140.47' o 10.39' 0 \ I 13.15' `0 12.53' Co o 130.00' 1 ' 0 20 0 I I I / 75' WILLIAMS I 10.21' 10.17' o 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 / I 130.00' I 149.34' / 150.33' o N I / 203.50' 13.50' o O o O o O o O 0 O o 0 8 0 9 0 10 0 11 N 12 0 10.21' 7,200 SF 7,200 SF 7,200 SF 7,200 SF 7,200 SF o 37 0 21 $ / S. HEYDAY WAY O rn 13,493 SF rn 145,808 SF S. HEYDAY PL. — °o0 12,750SF r — Lo / o o 10.21' q 150.00' 150.00' NO O04 N I , / 203.50' 13.50' 60.00' 60.00' 60.00' 60.00' 60.00' 0 0 / 4,698 SF 4,698 SF 0 22 9,000 SF M I 130.00' I BLOCK 7 150.00' 150.00' 1 0 0 0 0 0 0 0 0 0 0 0 0 co 8,320 SF `o z I oN O oN O oN O oN O N O oN w 0 36 o o a w 7,200 SF 7,200 SF 7,200 SF 7,200 SF 7,200 SF o O 23 00 0 V o6 O LLJ ; °j 12,000 SF 13,500 SF °' a N 130.00' 0 i 104 0.00' 04 10 O 0 60.00' 60.00' 60.00' 60.00' 60.00' I 150.00' `0 7,800 SF `o 0 i 150.00' 10�21' 13.76' 10.25' 13.15' N. APOGEE AVE. O 0 130.00' — — — — ( — 0 35 o 13.15' 14.16' 00 12,000 SF 24 0 v 0 0 10.17' t o O o 10.21' I 13,652 SF a I (D � I 60.00' 60.00' 60.00' 60.00' 60.00' 150.00' LLi I 8,580 SF 21.01' I I 130.00' 60' / ' o BLOCK 12 150.00' 0 0 0 0 0 0 0 34 6, R698' I l o O4 0 oN O8 0 9O o 10 0 11 /0 12 0 I °0 12,000 SF '(0 I I 7,800 SF — 7,200 SF 7,200 SF 7,200 SF 7,200 SF 7,200 SF 60, 25 I 130.00' 150.00' 14,744 SF I cn I I - 0 0 0 l 0 0 0 N O (D 0 I l 0 5 0 60.00' 60.00' 60.00' 60.00' 60.00' N o CO 8,580 SF �0 4,698 SF 5,088 SF I 0 33 156.28' rn I Co 12,000 SF 0 I 130.00' I i BLOCK 6 I 0 O 150.00' 26 1 l 0 0 0 Co 0 0 0 o N N 15,970 SF 35, I o 7,800 SF o 7,200 SF 7,200 SF 7,200 SF 7,200 SF 7,200 SF \ co co / I 0 O 0 \ 130.00' 6 32 r \ \ 00 12,000 SF I 175.19 I 48.50' 16.52' 60.00' 60.00' 60.00' 60.00' 60.00' BLOCK 10 CP rrd,bo 10I21' 10.00' 10.21' 15.39' 10.25' 150.00'N. DONJON AVE.N / �o 0 0 16,230 SF 8.58'78,586 SF o ONo � 10.17'rn / 00 12,000 SF 00 72.00' 64.00' 64.00' 64.00' 64.00' 72.00' 50.43' R140' / 2p0.50' BLOCK 5 10.29' 0 O' 0 O 0 10 004 11 0 12 0 13 0 O 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 / R230' rQ 16,508 SF 90 o Lq z 56.00' 19.41' L / 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 w O 000OO pO O Co 0 0 0 0 ON N N 9,037 SF 8,640 SF 7,680 SF 7,680 SF 7,680 SF Iq^ 14,877 SF o GF 6� oA �� 0. p X / I 6.89' 0 \ / N e N_ g2.99 72.00' 64.00' 64.00' 57.1 1' U 10.21' 13.50' W. VERTEX DR. 29.03' � � MATCH LINE SEE SHEETPP2 . 3 z v pa U DC z e ' APEX FARR SUBDIVISION AL 0 ' MERIDIAN, IDAHO �p��SS�OCENSF10 H PRELIMINARY PLAT LAYOUT p z 16860 knif i N \ REVISIONS �6,��91F OF 4oP�o� E N2G NORTH DE covRRvwavG NO. ITEM DATE y� S� C. BOISE, IDAHO 83713 N NK�N PHONE(208)639-6939 kmengllp.com z d I DATE: MAY 2024 PROJECT: 21-248 SHEET NO. W N PP2.2 Or— d I / — / BLOCK 10 ♦ \ — — — / S• 78,586 SF 0 60 120 180 I / / o�w FtiF�s 13.50' \ Plan Scale: 1" = 60' 10.21' 6 I Mce R�sr/No FMFN76Rg4 l ``' oo °' S� / w Lu 1 U / 8,640 SF ?00, 25.92' 8,6400 SF ,200, 0• 150 8,640SF _ it � BLOCK 1 // � 35 •°°' 8,400 SF OO \ ?p0, � S0 O 6.13 124,786 SF // 36 00• s `3�j 8,659 SF ' N 1 1.62' 5,500 SF �j, Dc 6Q E O O � 1,3' 10 � ��o �`ti� BLOCK 4 60.13' O E E _ 5,761 SF /��� S�Op, 9,596 SF / � S/ O �° 0 0`i� 2,551 SF Q� 38 00, �O• 0 81 / J / / O° SR• �. 5,639 SF 25.92 \ 9 ^ O o 0o cn 33 �� ° / qp 10,023 SF raj O N / •� �°' O• E I/ 31.02�20 5,777 20.21' 478g. ^ 39 25.92' 9,622SF o , E E O / O 00• s0. 5,500 SF / E E 26.64' 5.90' �O O. 6p 5,760 SF �� 10.00' Sp0 98.25' O 00, 31.42' tom. 31 .0 'vE � > 5,760 SF > O EE150 E 8.50' 25.72' E 00, ° 1021' 27,475 SF 30 E E 5,760 SF 9p°O• 10.21 �°' E p 5,280 SF Cg0 D�. ' 28.03' 7R, 1 6,074 SF .00' '/ / �7O8.15—' 6.20' 22.29 25.90' 22.94' 5,843 SF oO• 6,052 SF 4,02_4�SF o 63.3 3' �0 - / / 41 �R 56.04' 0 113•p1 E E E I E E E 1 4,400 SF `�7 16.90' 10.57' o ° N 62 / O O N 141. 12.53 155.81' 1b, 17,389 SF 5.43' 8 O O p 7,280SF6 rn. 22 94 g 137. 64, 4,400 SF p, R1000 0 0 222 O' ,° % 0p "S 6O 689 2 00 E / h' �� O p 6,160 SF 6.8\ �cJ' 91 ro 12,207 SF O / 27 `� 7 4,400 SF 7Lo O �O p �O BLOCK 13 c° � U, 0 15 O 21,088 SF - / 7,146 SF l OO• ' O 63' IO 11,820 SF 6 2 s Q � 7� °° o 736 5,3 0 ,180 SF N 150.42' 6 SF 7,341 SF ,n N 0 Nrn 770 5.43' 0, 00 N 00, � R1 oO' / 139.99' 10, 0 � / I E 7,353 SF 15 '� p 110.12' _0 o 4 O �`• >> 4,180 SF "� 5.31 O o / o f E N �` 0 0 _ _ co 00 6 o_ o 5,459 SF 0' N o M � 12,004 SF O / M E E i� 144 0� cv 1 0``' 9.43' ��O 24 y� BLOCK 2 O o 0 14 o E E N Ln cV lQ o O• O° 4,400 SF N 5,220 SF o ^' E E of 9 0' � 11 25 c� 61 O I 00 11,200 SF ^ < E E I E E 25 7 14 16,423 SF O° 21,181 SF 1 10.00' $ 150.00' 1..V °• 17,569 SF EEEE 8,486 SF Co• 60 5,459 SF o" ,.0 0 O 0 6g 04, E I E o oc o 6 0 ,n h p L � 140.00' o E E E N 110. 38.00' 38.00' 38.00' 38.00' 38.00' 56.00' 5,500 SF o 0o U o Y O 128.76' h F Q / w m O 0 a 00 15,435 SF EEEE 'n 13 0 110.00' o o / W - - E E 1 E 04 24 N 5,459 SF o 0 0 0 0 o w o 0 I 0 13 O C7 E CO o d O O O o o o O E E 00 00 7,118 SF �n I 0 0 0 0 0 0 0 o E E 11,200 SF 0 O E Un 1 10.00' 0 26 27 28 29 30 31 0 5,500 SF E Q 187.77' E E I E In 13.23' 1 10.00' 00 E - w ' E 125.00' 4,180 SF 4,180 SF 4,180 SF 4,180 SF 4,180 SF 6,160 SF Li w E E E I E _cNo N 6,626 SF 12 16.92' 3.50' 105.50' w II 1 E E 140.00' 0 io ' ^ L E —Ei' E _ 23 cri 43.57' I E EEEE o O6 co, � E `n 6,453 SF 25.92 I E E I 00 14,030 SF E E E 82.42' 38.00' 38.00' 38.00' 38.00' 38.00' 56.00' 1 25.92' 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 L, p 13.27' a — S. CUSP AVE. — E o 12 Ln E E _ 0 00 Z ' O E E E E E I o0 57.98' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 56.00' 00 13,629 SF 162.97' o z E E I E � E E E 1 1.12' R54.5' w N E E EI E E 125.00' 25.92' w 25.92' g�° E E N O O O O 00 O OO O o 0 I 106.40' / � ' � ao � o 0 0 0 UE E ') 21 r�i o 0 0 0 0 3.51 105.50' - E E E E o ' w E E E `n 654O7SF N I 10 OO oO OO OO 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 O 0 EEE 91.86' � 8.55' E E E 31.42' o f E 0 1 1.84' 31.71' 19.88' E I E o0 w S 0 5,516 SF `n E E 74' 0, ' EEE Lo 20 0 R 39.29' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 36.00' E 0 EEE I 0 1 E EI E `� to A5 6,787 SF �' 1 12.46' E M 23'43' — ' E 1 E 71_52� / o E E E V3- S. TRANSCEND AVE. o f y6 6' O _ E E 61.58' 0 o _ _ _ _ 25.72' _o "� o E Q q,6. 1 PROPOSED 40' E E E 1,952 SF 19 r$�' — tO 16.96' 6,114 SF 'n E E X 21 99 M MCBIRNEY LATERAL E E N 48.19' 3-7 9 ��O Lu o0 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 - I O U E EI E E N� 5 c0j, 0o E < t N 15,170 SF 4.71' CrO - O o 0 O ^° O 18 0 BLOCK 1 1 Ln 0 10,05°3 SF oM 16,233 SF m E I E 0 1,473 SF 5,918 SF E o' 0 0 0 z ' E EI E 8,604 SF C2 17 oM 16 O 15 0 0 0 0 0 0 0 0 25.00' 1 15.43' E E o N � O O O O O O O o O6 Z E E 5,679 SF 6,197 SF N o 14 0 13 0 12 0 11 0 10 o O9 o O8 o O7 0 0 E 5,525 SF 4,993 SF o f O a 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 I O U 87.5' E E o r 8,449 SF E E1 E E 63.81' E 73.17' 72.50' 72.38' 145,808 SF 48.21' 48.24' 141.89 E E E E E E E 1 aY II E EE EE EE E 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 44.861E ' 15E.07'E I APEX P / A R R SUBDIVISION15 07' F � �39s E s3 ANAL , E N78.99' 120.60' �� 0 664 MERIDIAN, IDAHO S 536.60' '374.54! Fo%F� E E E E E _ PRELIMINARY PLAT LAYOUT 16860 z ° REVISIONS Irls� 519124 �0 ENGINEERING F OF 5725 NORTH DISCOVERY WAY S. LOCUST GROVE RD. NO. ITEM DATE h. NSA BOISE, IDAHO 83713 N I CK� PHONE(208)6396939 Q Z I kmengllp.com z — — — — — — _ d I I DATE: MAY 2024 a I I PROJECT: 21-248 I SHEET NO. W a N PP . d \ 41 41 41 41 IV I 0 40 80 120 Plan Scale: 1" =40' ` - --- - -- \ \ II ' MATCH LINE - SEE SHEET PP2 . 3 \ I I MIMMMMM M M M MM mmmmmmmM�mmmmm mmm \ 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 o 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 \ 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 I N \\ � 75.00' � 75.00' \ 31,884 SF \ ` \ o 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' \ I 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 I Lq — — 14 R28. R28 37 245.00' , u \ `I II I� 2,945 SF D��� �i>'98 2,945 SF � \\ \ 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 s� 519124 �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 CONNECT TO EXISTING (R-8) 12"WATER MAIN 12'GI �r �r-ie r PI PI PI PI PI PI PI PI P1 Di PI PI PI PI N E E E F E E F x - < _ �F E F F E E E E E E E � ,° � � EXISTING SSMH #5 E F E E F � F < F E F 1E E E •-v_-x.- �9Fd 01-x• ''-"O11OO11O1214�578�9 d-~o"l Ote--17-0 W r,"1 =��r`�7o�o 0'°�o D,=0d,oK0_d i, l _IIO_d6�EXE�I SFxT•2 I2O222F17 65.3 27•I I�F 'O:x 5F I E _••.x,.sa K..•:'F• 3-6 FEE E r'FEFF -E F E FFEE°,/�-,FEE /FEE•,-FEE pEE�y�2O�,FE,F4/EFE1�/7♦EFE 4 5�22�-14EE32 5.EE,E°EE°�/�EEEE F"/•EEE�E E`/a./�EO F.E 5-��EEEEZa`/� .Fx �L? /��F aE F/,E E E•E.'EE.F'E\/-F.�5 EF-E E E"E y eF�EF-F"E F_-FEIF�F FE°°E Ff;'E°FEFtF E E g F FFFE,E F��Fe'F`�.Q GG'EFFE�E E E a E�E EE\EFEE1-'E E'F�F�a•0�EEE�E'F FE �(}FOE�/EE FE EFIFI IE I F�F EIEF F EFF EF E E EE E F/yyo EXISTING XISTING EEEF FF E FEE �Es SSMH SMF H FEEEE�o E2 EE EFFE#°FE F FEE`3E 1 ERIM:2716.53 E E EFEF•}eF;%.�Ea°,F FF w FF mEE E E E EE E FEEEEFEEF E/F E ' E E RIM:2729.10 DEPTH:15.6 E F INV IN:2700.96 21" (E) DEPTH-29.6' <_ FEEEE EEEFEE E EEFE E FE F} EEFF/EEE F EE EmE EE E EE}x FE'EFmEOE�E E F/EE FE E FE " ,FFEF�F EF F F EEFEE FE F m �EEEE EF F x Fm/mEF/ E EE`Gm E�EE xFFEE d EEEFE/EEE- 1 / EEEF 1EF / I / // 0 o y�Sq5l\F�p C 6K f0 Q Co''Y F 120 1 8 0 0 INV IN:2699.60 21" S < 22.7' of 8" PVC ® 1.15% INV IN:2702.05 8 (SW) INV OUT:2699.50 21" Plan Scale: 1" 60' NV OUT:2700.89 21 (N) EXISTING SSMH #2 RIM:2718.90 E:19.0'ESSMH #15 O RIM:2723.26 z SSMH #14 DEPTH x SSMH #16 DEPTH: Q RIM:2718.43 SSMH #13 EXISTING SSMH #4 NV IN:2700.02 21" SE) ® RIM: ERIM:2727.23 INV IN:2707.06 8" (S) I-_ DEPTH:12.8' DEPTH:14. ' RIM:2716.84 JV OUT:2699.92 21 (N) F DEPTH-1 1.8' INV IN:2707.06 8" (E) INV IN:2705.76 8" (S) E DEPTH:16.2' 1364 It E INV IN:2702 �� ' E F < INV IN:2700.74 21 36.1 of 8" PVC 3.06% INV IN:2715.53 8" (SE) INV 0UT:2706.96 8" (N) oo INV IN:2705.76 8" (E) INV OUT:2702.31 8" (NE) rn< (S) <_ E E INV OUT:2715.43 8" (N) INV OUT:2705.66 8" ( INV IN:2701.49 12 (W) E E E dQ,. EINV OUT:2700.64 21 (N E 04u < EE 300.0' of 8" PVC ® 0.40% 278.6' of 8" PVC ® 1.17% "S S. PREMIER AVE. E E E E o�' 60L < 274.4' of 8" PVC © 3.05% "S 8 8 " 8S " "S -E 8"S 8 8"S 8 " 8S 8S 8 x „W W $.W $.W $.W $„W $.W 8W W $14.7' of 21 � 5 E E E /$ g 0.16% 60't SSMH # H #17 0-3 RIM � E E E < x DEPTH:10.0' E 24 E E xP:5r INV : .63 8 (NW) ao 27 APEX SEWERTRUNK E E J PI PHASE 1 PROJECT EXISTING SSMH E MAINTAIN EXISTING CARLSON E RIM:2716.83 E LATERAL MAINTENANCE ROAD E E72.9' of 21 ® 1% DEPTH:16.5' E E m B a F E/ E ° INV E°° B : . ( )a E E Y INV OUT:2700.29 21 (NW)SSMH 35 E©w E : . // E dU U DEPTH >:8.8' °D E E/ E x INV OUT:2715.45 8" (E) 3 E E > O E E E E E E3 ° 00 E E E E (/ E F E E E E E ° FC E E E F E E C14 E E E E Ec1 EEE E A A o E O< B B A A E E E E E E E E E E N x E E E E 00 O SSMH #20 E E EE; U3 RIM:2719.40 E E E E E / E E E E E/ E E DEPTH:11.4' E 00 W • E E INV IN:2708.10 8" (E) U' E E E x viv INV OUT:27080 8 (W) E E BLOCK 16 r � w E Ez vi EE ao BLOCK E E F E E EE , C14 Lu EE EEE E E N w EXISTING SSMH #6 �^ E E E E E/ E >U BLOCK19 SSMH #18 E EBLOCK 18 18 RIM:2718.60 RIM:2 w� E E E E E E/ E 0� LLc " DEPTH:9.9' E E/E ,,DEPTH:17.4 14 INV IN:2701.29 21" (E) E E E CARLSON LATERAL �, INV IN:2707.62 8" (E) E E E E E DIVERSION STRUCTURE 2 EF 00 2707.52 INV OUT:2701.19 21 (W) E E E E EINV OUT: E 8"w E E E E E C Co E Eo E E E RIM:2720.20 (.0 00 E E E E EE36 ESSMH # DEPTH:8.3' (n E E E E < E cE E E E INV IN:2711.99 8" (W) INV OUT:2711.89 8" (E) E E E E EN > 41�, E EB B 00 0, 80.4' of 21" ® 0.25% e E E d0 9 �O 00 0 EXISTING SSMH #7 E E Ea, o E n � - RIM:2719.12 , DEPTH:17.6' EZE (6 E e E o INV IN:2701.59 2 t E /E x cv 00 INV OUT:2701.49 21 (W) / k© Cn SSMH #19 14 / � E E E E pY CJ o° : .SSMH #21 17 E E RIM:2717.71 DEPTH:8.2' E E/E E E Q E INV OUT:2708.87 8" E E � . � </E E E Y 0 INV OUT:2709.51 8" W 13 / / E E / E EEXISTING SSMH #12 WATKINS DRAIN dp1 � /E E E E� ERIM:2727.60 TO BE PIPED r O G3yE /E E F A' DEPTH:24.3 .53 � + EXISTING SSMH #8 E E E E E E° <- EOPINV IN:2703 F F / E E E E" P °P . E E w 12 DEPTH:-PI TO T ET INV OUT:2703.28 21" (N) TOFF E E /E F� 13 / INV IN:270187 21" (SE) E PRELIMINARY ENGINEERING NOTES T T OP E E F E /F E EO - TOP 5 INV IN:2702.95 8" (NE) Top TOP- T TOP E E 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL B E x x INV : . ( ) E E ,x LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAIN IN E E S. LOCUST GROVE RD AND E. QUARTZ ST., AND BOTH THE EXISTING AND PROPOSED WATER 186 1 ® 0.11%3 03 _ E/ E E- 2 E E00 - - - L MAINS IN APEX NORTHWEST SUBDIVISIONS. . o . . E206.0' of 21 ® 0.08%- off SLZ - 03 X JE LZ 3 - 3 93 2 SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN THE PROJECT WILL L 0 03 w E BE SERVED BY THE SANITARY SEWER TRUNK LINES CONSTRUCTED WITH THE APEX SEWER E E dol TRUNK - PHASE 1 PROJECT. NG SS EXISTING SSMH 10 •• /E E o RIM:2723.18 RIM:2718.25 3.7' of 8" PVC ® 4.03% E E 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE DEPTH:20.2' DEPTH:15.9 �� DETERMINED WITH THE FINAL PLAT DESIGN PHASE. APEX SEWER TRUNK - ® F 17 5 PHASE 1 PROJECT jo INV IN:2703.12 21" (S) INV IN:2702.45 21 S EXISTING SSMH #9 E CONNECT TO FUTURE INV IN:2704.20 8" (E) BLOCK 17 INV IN:2703.53 8" (E) RIM:2718.34 X 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH H BLOCK INV IN:2704.20 8" (W) I OUT:2702.35 21" (N) Q DEPTH:16.3' E THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS .APEX WEST SUBDIVISION 0 INV IN:2702.14 21" (S)IMPROVEMENTS INV OUT:2703.02 21" (N) M. INV OUT:2702.04 21 (NW) 5. ALL ALLEYS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE HOMEOWNER'S ° o B Q ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT LOCATED WITHIN A SEWER MAIN TO BE w COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY STREET SECTIONS,+ SEWER ALIGNMENT"A" INSTALLED WITH GNMENT"B"I REFER SHEET PP3.5 FOR SHEET PP3.9. APEX NORTHWEST REFER SHEET PP3.6 FOR B SANITARY SEWER PROFILEB SANITARY SEWER PROFILE No.5 N 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE COLLECTED AND ROUTED TO STORM SSMH #22 FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE x RIM:2735.23 AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE DEPTH: SSMH #30 03 FINAL PLAT DESIGN PHASE. INV IN :2718.74 8" (EPI PI PIPI •RIM:2718.51 E DEPTH:7.6' INV OUT271864 8 (SW)l 7. THE GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE PRELIMINARY AND SHALL BE INV IN:2711.04 8" (SE) DETERMINED WITH THE FINAL PLAT PHASE DESIGN.SEE SHEET PP3 . 1MATCH LINE a INV OUT:2710.94 8 (W) o 8. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE APEX/ o NORTHWEST AND APEX SOUTHEAST PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE M� E o IRRIGATION SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE.°° E ' 9. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE � E STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE55 0 IRRIGATION. O 10. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED/ E � /<- DURING THE FINAL PLAT DESIGN PHASE. X E 11. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE EASEMENTS SHALL BE DETERMINED SSMH #23 DURING THE FINAL PLAT DESIGN PHASE.RIM:2742.09 DEPTH:17.3' 12. REFER TO SHEETS PP3.5 - PP3.8 FOR THE SANITARY SEWER PROFILES. INV IN:2724.94 8" ((WE) INV OUT:2724.84 8 13. REFER TO SHEET PP3.9 AND PP3.10 FOR STREET SECTIONS. 0 a 14. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL E PLAT DESIGN PHASE. 15. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE DETERMINED DURING THE FINAL 6 PLAT DESIGN PHASE. VOUz- ) Y � E E SSMH #24 O ° E RIM:2746.10 u � � DEPTH:13.3' INV IN:2732.93 8" (NE) "' INV IN:2732.93 8" (SE) 0 INV OUT:2732.83 8" (W)50.2' of 8" PVC © 0.42% APEX FARR SUBDIVISION LLNAL FUTURE CIP CULVERT PER \CENSz MERIDIAN, IDAHO SSMH #26 BOR/BPBC REQUIREMENTS O RIM:2744.60 PRELIMINARY ENGINEERING PLANS DEPTH:11.5' 116.3' of 8" PVC ® 0.40% 16860 INV IN:2733.24 8" (SE) SSMH #25 REVISIONS 5/9/24 INV OUT:2733.14 8" (NW) RIM:2752.00 E N G I N E E R I N G DEPTH:18.6' � QF 5725 NORTH DISCOVERY WAY NO. ITEM DATE INV OUT:2733.40 8" (SW) BOISE, IDAHO83713q PHONE(208)639-6939a FUTURE OFFSITE ROADWAY kmengllp.comAND UTILITY IMPROVEMENTS z BY OTHERSE, BLOCK 22 DATE: MAY 2024 Cb F E \ \ - ___ -_= PROJECT: 21-248 SHEET NO. W X �illE �Q PP3.0 a m v k • 'Q s go N . IQ to �. 69.1' of 8" PVC © 0.41% �_ 10o \\ 0 60 120 180 Q soto Plan Scale: 1" = 60' ff i SSMH #31 M oCP 54 e RIM:2718.93 622' of 8" PVC @ 0.40% �� � o� N a�� DEPTH:7.6' SSMH 32 m + 327.4' of 8" PVC ® 0.40% C' \ INV IN:2711.42 8" (SE) co RIM:27 9.17 69 v \ INV OUT:2711.32 8" (NW) DEPTH:7.5' �I � � � � � + � -o / INV IN:2711.77 8" (S) c, ' J ,- O INV OUT:271 1.67 8" (NW) SSMH #80 o/ 0 / ! c� DEPTH:8.2' S N o \\ O4 72.9' of 8" PVC ® 0.41% o INV OUT:2712.97 8" (SE) O 0 oA !' O �, 53 BLOCK 22 SSMH #33 _ BLOCK 17 RIM:2719.75 �� Fo �� o SSMH #27 O DEPTH:7.7' BLOCK 12 + o RIM:2744.46 INV IN:2712.17 8" (S) ° u' o o \ DEPTH:9.9' �C INV OUT:2712.07 8" (N) 55 '_ � � � � INV IN:2734.65 8" (E) " O pro 67 R48•83, 6 INV OUT:2734.55 8" (NW) s `� $ �� ��,• ti• �� � ��� � Rao' � \ G O 13 °� 75' WILLIA�1S�o I 52 o\ ti SSMH #28 A� $ I PIPELYNE' o J' q RIM:2744.50 - EASEMENk C� DEPTH:9.4' o, @ INV IN:2735.22 8" (E) co O �, �p INV OUT:2735.12 8" (W) SSMH #34 o SSMH 37 A 'O RIM:2721.70 62 RSSMH 2 59 x00 DEPTH:8.2' INV OUT:2713.50 8" (N) 1'' i o \ 51 i DEPTH:15.9' 65 � � � w INV IN:2706.80 8" (E) O oP. INV OUT:2706.70 8" (W) �-sG 61 + o Z 00 00 SEWER MAIN TO BE N� �� a! _' �� Q o Id 9 INSTALLED WITH O C' \ APEX NORTHWEST O. �Y� I o A �+ SUBDIVISION No.5 o s �, �' / c`� 50 �� T°1. 100.6' of 8" PVC ® 0.41% a O A� �� �� 0(��J� •�� 60 58 I �o - c, a �. 59 57 v � �� vi � � o,,, A n �, �� SSMH #70 oRIM:2722.65L. �� L DEPTH:13.6' ILI p / BLOCK 15 �s INV IN:2709.16 8" (NE) { I c? cP_ INV OUT:2709.06 8" (SW) p / O s# SSMH 38 v o °D RIM:2723.72 6' ' g., �� SSMH #71 Q DEPTH:15.2' o g.,W RIM:2721.98 C_ / 10 INV IN:2708.65 8" (SE) 8 S 2+00 8"S 3+00 W g•W,_ DEPTH:11.5' _ INV IN:2708.65 8" (NE) 1+00 8"S VERTEX DR 4+00 8' INV IN:2710.56 8" (SE) SSMH #81 Q\ N ° INV OUT:2708.55 8" (W) 325.0 of 8" g.. . , INV IN:2710.56 8" (NW) 10 cf� d, : PVC 0.40q 5+00 -INV IN:2710.56 8" (NE) RIM:2724.35 I I I I / SSMH #29 ��8"S DEPTH:8.9' 7O � w � ,� � / �-- INV OUT:2710.46 8" (SW) L 11 � RIM:2745.32 INV IN:2715.56 8" (E) O A INV OUT:2737.10 8" (W) 1 11.8' of 8" PVC © 1.70% 8"S INV OUT:2715.46 8" (SW) SEWER ALIGNMENT"C"- � � � c� 233 6, 8"S REFER SHEET PP3.7 FOR :: of 8„ PVC ,S SEWER ALIGNMENT"B" SANITARY SEWER PROFILE .�' a? @ 2.109, / o SSMH #39 RIM:2725.03 16 oo 1 12.1' of 8" PVC @ 0.76% REFER SHEET PP3.6 FOR 0 e o / SANITARY SEWER PROFILE DEPTH:14.5' N A INV IN:2710.65 8" (SE) 8 8 INV OUT:2710.55 8" (NW) �� + 12 / 12 / BLOCK 3 SSMH #82 RIM:2725.31 91.3' of 8" PVC 0 5.00% `��, B DEPTH:8.9' / SSMH 62 ► It ► SSMH #57 O AINV 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' :o, SSMH #40 1 INV OUT:2717.64 8" (NE)pl 00 RIM:2730.39 I 00 DEPTH:17.4' �= - / 13 1 �-A o ° INV IN:2713.07 8" (NE) 8"yy INV IN:2713.07 8" (SW) +°to `"m a 8' „ INV OUT:2712.97 8" (NW) a z 45 x Q m v o 8 vi 2 N �x ,o " N. STARP L � x 10 x 4 oo mo ti EAKAVE. 8.9xp0 �� ° v N 0 75' WILLIAMS ' a o' oi = + co obi. S v O 0 -+ •G 63.6' of 8" PVC @ 1.72% PIPELIN E 'a EASEMENT O SSMH #41 _ NT o=� n @ m v m - I 3 RIM:2729.41 UJI DEPTH:15.3' \ �� c� Q �+ O9 3 ® 1 00 > - INV IN:2714.26 8" (E) a 44 '• ►n - x INV OUT:2714.16 8" (SW) O r I� I� REFER SHEET P3r7TFOR m SSMH #83 O o 78.2' of 8" PVC 0 1.71% SANITARY SEWER PROFILE N RIM:2726.50A. O ti 2 °O o? DEPTH:8.2' SSMH42 O # L� Q INV OUT:2718.30 8" (NW) � h �x RIM:2729.58 \ ro N , o O DEPTH:14.0' O10 m INV IN:2715.70 8" (SE) \ ° �' a i v - LLj o ca ." m �l I I INV OUT:2715.60 8" (W) p cn �` BLOCK 9 oq f "I v SSMH 163 O B Q B T°o BLOCK 11 o O O Z 0 4 0 Co RIM:2744.48 + 7 O O O 43 m DEPTH:8.4' Lij ca 6 rn SSMH #74 �' �°_d v ^' SSMH 72 N o mINV IN:2736.22 8" (NW) a b\ o # �: RIM:2725.47 r'III ° vINV OUT'2736.12 8" (SE) N PI 0 0 O RIM:2725.49 i I \ D + O \ DEPTH:10.2' DEPTH:9.4' ,�' SSMH #75 o \ INV IN:2716.17 8" (NE) \ RIM:2725.48 1 \ 1 z 3 o INV IN:2715.38 8 (E) O g p SEWER MAIN TO BE o z INV IN:2716.17 8" (SE) ,°y Y DEPTH:8.1' °0 0 INSTALLED WITH INV OUT:2715.28 8" (NW) �, INV OUT:2716.07 8" (SW) Co16 -� LL 5O I INV IN:2717.49 8" (E) O mo a / > APEX NORTHWEST I I S ti Qm x Z SUBDIVISION No.5 �O 8„ INV OUT:2717.39 8" (SW) - 90.2' of 8" PVC ® 0.41% x W o w a �' _ BLOCK 14 °o- O o �_iX d I O 4 8"W o,,.,,, 8„W 8'•W • �c�,. .. 1 � 0 8 � ti � �o O � 1 1+00 12+00 13+00 oA SSMH #73 8"S 8"S $"S 8"S X- n ° v RIM:2725.67 oQ 87.3' of 8" PVC @ 1.59% o a x 303.0' of 8" PVC © 0.40% DEPTH:9.9' X x o PI INV IN:2715.85 8" (NE) 0 a, 00 SSMH #76 w 5J 0 INV OUT:2715.75 8" (W) � s 8 RIM:2727.83 ,a z Y 5 O si+ I le Co cS� DEPTH:9.0' Z Q� e 6 vi N O ! I PI PI 0ss� I INV IN:2718.98 8" (SE) oq 17 a '` O I 52.8' of 8" PVC 0.42% @ N SEWER ALIGNMENT"C" m g / SEWER ALIGNMENT"B" 86.9' of 8" PVC @ 0.40%� c� m REFER SHEET PP3J FOR INV OUT:2718.88 8" (W) pD \ U REFER SHEET PP3.6 FOR o v SANITARY SEWER PROFILE I I44 I Oq BLOCK 8 SANITARY SEWER PROFILE 41 �; RMM2730.53 \ O e °�° 6 7 8 9 10 c X�r� APEX FARR SUBDIVISION gg w Z \ DEPTH:13.3' I - �q o p O O O O a w s»w s»w 8»w s»w s»w s"w s"w s"w INV IN:2717.33 8" E \\\ ° - w s 8"S 8"S 8"S 8"S 8"S 8"S 8"s 8 s+00 8"S O ao� N o ' o SS Oc } INV OUT:2717.23 8' (SW) o �� a a o� x ° MERIDIAN, I DAH O �o� �CENSE 'yF� z S. PRIME WAY SSMH #43 (9 �'� PRELIMINARY ENGINEERING PLANS '� O RIM:2731.88 es "oA x 16860 z - DEPTH: �Rx �� m m m m m 5/9/24 If I REVISIONS �' �� ENGINEERING a -o INV IN:2716.88 8" (NE) OOs � � �I _ '` �° � �9 � N INV OUT:2716.78 8" (NW) , Q MATCH LINE - SEE SHEET P P 3 . 2 c ° 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 PP3. 1 Or- H LL I 'o �I A \ r� • I I - _X X / f \ 13+00 2 � + m 8„s $„S s :e vi o ' x o O / S. PRIME WAY �e, = ' _ � ' MATCH LINE SEE SHEET PP3 . 1 �- m > \ �srx e.. 0 60 " -120 180 SSMH #45 2 PI PI PI PI 40 -o RIM:2730.86 0( DEPTH:13.3' x to Q \ oo \ co INV IN:2717.64 8" (SE) _ � INV OUT:2717.54 8" (W) B � B BLOCK 8 209.5' of 8" PVC ® 1.59% / /�, � � 3 \ r - 5 4 3 2 0 � � o / \ �� O O O O I O 1 0 0�� �m co O : SSMH #84 x 19 0 \ + I - ii RIM:2729.70 SSMH #85 B B \ X o to * I T Q:III DEPTH:10.9' RIM:2728.93 cn 39 BLOCK 11 , I ._ `� I INV IN:2718.91 8" (NE) DEPTH:8.2' X o PI Pi i `� 6 "' I I °� INV OUT:2718.81 8" (NW) INV OUT:2720.73 8" (SW) m SSMH #77 ° X A N O T RIM:2730.63 # \ > 4 ° N DEPTH:8.3' o, SSMH 64 k 1 J2 g, 8„W Q„W ,,W 8"w - ' RIM:2744.17 ro N. HIGHMARK AVE. x o INV OUT: 22.41 8 (SE) DEPTH:9.8 8"S 8"S 8"S o INV OUT:2722.31 8" (NW) o 0 - 0 :, r + INV IN:2734.52 8" (NW) N - 0 302.1' of 8" PVC @ 0.60% r / / o � 0 20 0 � INV OUT:2734.42 8" (SE) a, co 75' WILLIAMS o a, 38 06 0 PIPELINEco N + EASEMENT �� m _ O z r° SEWER ALIGNMENT"C"- o cliw 00 boo M REFER SHEET PP3.7 FOR / SEWER ALIGNMENT"B"- �; I `2 SANITARY SEWER PROFILE REFER SHEET PP3.6 FOR o I 143.5' of 8" PVC ® 0.40% moo x o / / SANITARY SEWER PROFILE \ x I I o / • U �Q� O8 9 �° 10 11 12 �oc U BLOCK 3 o SSMH #48 \ �° ° v,+� 37 21 a s"w 8"W - ' RIM:2731.06 S. HEYDAY PL. 17+00 � S. HEYDAY WAY DEPTH: i%o q ° �` / o w 18+00- 19+00 - � s"s s"s s"s s"s --�s"s s'�s 8"S 8"S- INV IN:2720.17 8" (SE) �oA o a m ' 132.5' of 8" PVC ® 0.40% INV OUT:2720.07 8" (SW) \ - � L � 18 SSMH #46 00 0 7 PI Op I PI 1 M / ao RIM:2733.82 _ SSMH #47 W 0 r o / + o _ RIM.2731.72 o, q 00 2 2 DEPTH:15.1' o N I 0 INV IN:2718.86 8" (NE) �' DEPTH:12.3' 't a? °goo x Pf PI PI o INV IN:2718.86 8" (SE) �" INV IN:2719.49 8" (NE) q e �m `° INV OUT:2719.39 8" (SW) INV OUT:2718.76 8" (NW) cl�� •�� BLOCK 7 Lu �°A � � o � O O O O r°A 3 O o / $ � oo SSMH #49 °q / 36 23 °D OD m �o w oc / o a 395.3' of 8" PVC ® 0.40% e w RIM:2732.42 �\ O cn - w I o DEPTH: SSMH #58 B ja? B o a? INV IN:2720.97 8" (SE) RIM:2730.29 co o mm I � �o INV IN:2720.97 8" (NE) DEPTH:7.5' + 'INV OUT:2720.87 8" (NW) INV OUT:2722.82 8" (SW) W �m o 4"PI 4"P I O N - o m I om 8„W 8"W u�,�ni 8"W, 8 W - 0 00 0 I SEWER ALIGNMENT"B" 8"S 8"S N.$SOGEEAVE. 8"s T ° 0 0 �+ L I REFER SHEET PP3.6 FOR 308.1' of 8" PVC @ 0.60% °r (n o SSMH #78 24 D D U o SANITARY SEWER PROFILE of N RIM:2733.74 o-0 vi oC .� i O 0° OD DEPTH:8.5' w � 3 oo INV IN:2725.35 8" (SE) o - roe INV OUT:2725.25 8" (NW) e 0. I cn o J v_ + / BLOCK 12 °DI B B �o� o V -v SSMH #65 34 RIM:2745.81 oe DEPTH:13.1' } O4 O8 9 A10 11 12 0o o INV IN:2732.83 8" (NW) o } o +g \ \ 25 0o INV OUT:2732.73 8" (SE) m ; q �t eg ® c� \ N 8"w 8"W 8"w : _ 0 - SEWER ALIGNMENT"C" o s"S 8"S s"S S o I ® i� °o qoe REFER SHEET PP3.7 FOR > 00 SANITARY SEWER PROFILE 97.0' of 8" PVC @ 0.40% clik' I O 0 7 PI P I PI 1 \\S �I ro 0 0 33 0l v + \ e o ui N SSMH #79 i0 °° ro T°q \ °° o SSMH #66 o w ao RIM:2734.42 N `� \ \\ 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) 0 \ 26 ° INV OUT:2732.24 8" (SE) 01 4 m -1 \ .1 \ "� � B B 32 F °'° � � � 1 I� PI PI °D SEWER ALIGNMENT"B" co 0 106.0' of 8" PVC C� 0.41 \ \ �' i oy 'o � REFER SHEET PP3.6 FOR 0 a 60 SANITARY SEWER PROFILE A. SSMH #51 �° �oq °' SSMH #67 m - N RIM:2734.54 `� \ N 0 RIM:2746.33 4"Pi 4"PIl "Pi BLOCK 10 DEPTH:10.7' \ DEPTH:14.6' m 8„W „W 8„�,� 8„W 8„ - ' W I I o 7 r ( ) �\ 27 -A \ INV IN:2731.81 8" (NW) Pi -• � 25+00 26+00 27+00 28+00 - INV IN:2723.98 8" SE "' 'IS 8"S 8"S 8"S 8" INV OUT:2723.88 8" (SW) r �° S.\ INV OUT:2731.71 8" (SE) 0 N. DONJON AVE. 400.7' of 8" PVC ® 0.40% �\ \ 31 \\ a �' � % 64.3' of 8" PVC ® 0.40% XSSMH #50 m 101.7' of 8" PVC ® 0.40% T°� r°,o \\ a e o O aoy RIM:2733.91 000 `� \ \� ° SSMH #68 DEPTH:1 1.7' �'0 SSMH #52 DEPTH: 4 0 INV IN:2722.27 8" (NE) + r r 80.8' of 8" PVC @ 0.41% o ` rn RIM:2734.14 of oA o �, o INV OUT:2722.17 8" (NW) BLOCK 5 `V DEPTH:9.7' v \ INV IN:2731.45 8" (NW) INV IN:2724.49 8" (SE) \\\\ 28 010 \ \ INV OUT:2731.35 8" (S) a O8 O9 10 11 12 13 INV OUT:2724.39 8" (NW) SSMH #69 s RIM:2743.72 o l 92.3' of 8" PVC ® 0.40% 30 DEPTH:12.6- \ `� I - SSMH #53 INV IN:2731.02 8" (N)\\ ° I INV OUT:2730.92 8" (S) \ 82.4' of 8' PVC C� 0.40% q w RIM:2733.67 ° DEPTH:8.8' - - o nn„a�nn„a o PI PI PI PI- R M 273SSMN 3 87 P. o INV IN:2724.96 8" (E) \ o�"\ �\ 7 L INV IN:2724.96 8" S Lu a rn �\ INV IN:2725.39 8" S M INV OUT:2724.86 8" (NW) O °F q �� 0o 75' WILLIAMS = O PIPELINE C7 INV OUT:2725.29 8" (N) k o EASEMENT z 99.3' of 8" 'PVC @ 0.40% 8•. SSMH #54 G _ w % !y RIM:2736.72 Q�� �� ��0 � � 0 ,.INV IN:2728.28 8" (E) " B B SSMH 60 `�� INV IN:2728.28 8 (N) p� \\ w SSMH #61 # 8,x� F A �° �° RIM:2735.64 RIM:2734.21 � � 6� ., : /s p ,�,9C j INV OUT:2728.18 8" (W) i \A\\\\ � � �• � � O DEPTH:8.4' Q, / DEPTH:8.2' INV IN:2725.89 8" (SW) ,o .. LL ! N \ INV OUT:2727.40 8" (NE) � , 2� AF g'`� o'� , o �° , � � INV OUT:2725.79 8" (N) �v 2 P� 2" I i 2" i c� Fc 8"W 8"W 251.7' of 8" PVC © 0.60% 8" ALc �x�O !y 5/ _ =� V) LIZs ° 8"s 8"s 8"s � (� W. VERTEX DR. , •so v, 9 _ � g U 8.. ` \\ MATCH LINE - SEE SHEET P P 3 . 3 SEWER ALIGNMENT"B" o \ REFER SHEET PP3.6 FOR , z �, ° -•' �0 SANITARY SEWER PROFILE APEX FA R R SUBDIVISION SS43 A L f 4, LL MERIDIAN, IDAHO �o F F� q �� �� �CENS � '� O �=�, � � � � �' .� � � PRELIMINARY ENGINEERING PLANS Z Q� 16860 REVISIONS s 519124 o I °o �" �9r oP� v ENGINEERING N o � m C� F OF 5725 NORTH DISCOVERY WAY o "t, NO. ITEM DATE y C K S BOISE, IDAHO 83713 N \ PI PI -- PI PI PI ---PI C �N PHONE(208)639 6939 \ - \ o� `D kmengllp.com z o �;' o0 d DATE: MAY 2024 _ _ _ _ _ _ _ PROJECT: 21-248 �.e s "s s / \\ SHEET NO. W PP3.2 Or- N H a F E E F E ° � .• / oW LSE E E E E - t / �O m r •E E E s"s- s 8„s 8, a E < E F < < - w 8„w 811W ).1. E 0 "� .{• .•F E E 40 � g•S O� F E < � E < T.. �, _ � S• ; a 8,, 0 60 120 180 E E E E �9S�Fl�lq E Plan Scale: 1" = 60' E E �FtiF�s E / s BLOCK 10 ° tiT N I � .F•• _ � � Ai x0 E F < 0 / E E E• E .RSN14 / l �F �' 8. o oySFM �TF l o F F E �� / < 22+00 m o ° • ° � Lu U •* •�.. .. 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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 s� 519124 �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. W a PP3.6 oc 2740 2740 2735 ^ 2735 -� wv o z oo ww � 0 Z cn o ao 2 00 o 0 w w `- o � e0 00 0 v 00 O Z v 0 W�iW 0 N o`no 0 0 2730 u- Oo �, o o �,N �_ _ _ `° 2730 02 Co 0 " Co N N M c0 Cn N I��" 0 c0 c0 L� 00'Co 00 I-��j O I� r r cfl r � N M N" c6 c O O cD 0 O c0 c0 c0 +I� � N O C14 O O Co r, 00 N o 0) � � � O =0)N � Z 0 2�N = Z O =�N = ZZ 0 Lo" 0 zW N � N N H 0 '0 0 0 � ��� 0 0 0 (n H� W > > N H� W > > �Q� � >> > 2t+L)r- ZZ 0 �ONMN H r-LO - I� I� N (n(n0 � Z Z NN0_ OZ Z (n(~0' OZZ Z EXISTING GROUND 2725 Na� w » > =NN � Z =O 2+r— ZZZ 0 _ 2725 - - - - ��o oZZ Z N�� W > > �Q a— > - - - - U)U) woZ Z o7U)- wZZZ Z -- - — N N 0 - - - — 2720 2720 303.0' of 8" PVC ® 0.40% 2715 2715 � 1.18% 399 3' of 8" PVC 52.8' of 8" PVC © 0.42% 90.2' of 8" PVC © 0.41% 2710 325.0' of 8" PVC ® 0.40% 2710 [�=—�100.6' of 8" PVC ® 0.41% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2705 2705 I� r"� 0 N 0 0 0 0 0o to 0o N O N d) O ul M n LO N N N N N N N N N N N N N M M 4 6 di 6 ui ui ui ui 6 6 6 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 Cq Cq Cq Cq C r N N N N Cq 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 SEWER ALIGNMENT C ( REFER TO PLAN SHEET PP3 . 1) 0 60 120 180 0 6 12 18 Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' 2750 2750 2745 ^ 2745 o N 00 Z .� 0 u- co O Cq L` N 2740 �, M 6 o 2740 O N 00't uj C N N Co r- N r-U � r- N ON� NN +MAN j +rro C7 H 00 0 o W O M �NN � Z 0 2Nt�y � O 2735 o N o "ao EXISTING GROUND � o z z N N o z 2735 `� N - W w Co O O I'7 N O �a 0 +� aON _ —. 00 00 00 — — — nLO 00 — m Q 0- 0 0 00 00" r- U) w > > Oco +� N O 2730 Cq — 2730 L 't N =�N � Z o =MN = Z O (n(n0' 0Z Z_ .. a- �. — — 144.6' of 8" PVC ® 0.60% 2725 390.0' of 8" PVC @ 0.73% 2725 2720 209.5' of g„ pVC ® 1.5970 2720 0 a m X N 87.3' of 8" PVC 1.59% EXISTING GROUND CENTE LINE OF SE R PIPE ALIG MENT 2715 2715 z m 0 LL a N 0 0 0 LC) r') 00 CCI 0 M I� O N z 6 O n 00 00 O 0 N N N to M M � � f 1 o N N N N N r� r� �� M M M M �� to to to M `/ u N N N N N N N N N N N N N N N N N (V v N N s 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 V) n z z Y OZ g SEWER ALIGNMENT C ( REFER TO PLAN SHEETS PP3 . 1, PP3 . 2) ar- 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 } MERIDIAN, IDAHO �pk�S��CENS6c�'G�� H PRELIMINARY SEWER PROFILES w 16860 z REVISIONS ,n� 5/9/24 �o NO. 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. M N U O O NNN r7 (nH� WZ Z paON � O V)O 00 O N r O p CoIt . m cn 0_ 0 — —04 U .. .. 000� NN 00 N 00 � � NNN r - (n~� w > 2750 Z +� = z o N ao N EXISTING GROUND (N FE 0 Z N _ O 00� Mr N 0 NNNN _ _ 2750 N 0_ O� NN H +r2ZZ_ Z_ 0 04 (nH— W (nH:� IL W > > cncn0_ DZZZ Z Nco0_ Z Z - - - - - 2745 — - - - - - - - - 2745 2740 2740 2735 2735 2730 2730 2725 2725 355.7' PVC C�@0.40% 201.1 of 8" PVC 0.74% 85.0' of 8" PVC @ 0.40% 105.1' of 8" PVC ® 0.40% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2720 2720 IR n 00 01 00 Lq 00 (D O n cD 0n N N 0 V) V) Ln In c0 c0 � 00 00 00 00 O (V 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 SEWER ALIGNMENT D ( REFER TO PLAN SHEET PP3 .4) 0 60 120 180 0 6 12 18 Profile Horizontal Scale: 1" = 60' Profile Vertical Scale: 1" = 6' 2760 2760 o- O 2755 o � .2755 o Z w��- —. w 00 O oo O w p 0 �• U- 00 Co 00 O •�•� O O Z U- N 0 Co O O NNN to - - N 0 O 00 00 Co C*4 Uj Cj W 00 LO L- o � � � N N o r 2750 NCO- r7Mr7 N 0 � � N �ONi� 04 NN H 00 2750 00(o'oroNNN LO OJO� � � r � N �� � � ::1 (0 N OtNNNN ��� . 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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,\//,\//\\ \//\//\\ \//\l /. 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 05 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' LANDING, \ \ D I N G, ��\/ //rA\/�A\/� � / / \ \\ \\ \\ \\ / 1' LAN DING, 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 s� 5/9/24 �o ENGINEERING \\/\\ \/ \/ \\ \\ \\ \\ \\ \\/�\/�\/\ �� 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 CAL CURB //\/r �\/�\/�\/�\/�\//\//\/�\/�\/�\ \/�\/�\/�\//\//\//\ \ \//�/��\ /\\ N C. KEN kmengllp.com AND GUTTER, TYP. COMPACTED SUBGRADE 6" VERTICAL CURB, ASPHALT PAVEMENT z 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 \//\//\//\ / 1' LANDING, \ \ \ \ \/� / // // //�//� /j�/� P• 6" VERTICAL CURB ' /\//\//\/ //\//�/�/.///.///.///. AND GUTTER, TYP. COMPACTED SUBGRADE 6" VERTICAL CURB, ASPHALT PAVEMENT TYP. 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 14, 11, PATHWAY SLOPE TO OUTSIDE LANE TWO WAY OUTSIDE LANE EXISTING TURN LANE 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 s 51912q o r � ��� ENGINEERING NO. ITEM DATE � �� qTF OF ��P 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