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HomeMy WebLinkAboutPre-plat VICINITY MAP : 1"=11000' PRELIMINARY PLAT SHOWINGuj APEX PHENOMENALSUBDIVISION QCIO a or ��� N PRE-PLAT BOUNDARY `" PHENOMENALST.- Io A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO -- E.LAKE-HAZEL RD. I I "' o APEX NORTHWEST APEX NORTHWEST OSUBDIVISION No. 4 Z SUBDIVISION No. 3 = APEX NORTHWEST 0 60 120 180 (R-15) (R-15) _ SUBDIVISION No. 2 �; (R-15) LJ Plan Scale: 1" = 60' vi E. PHENOMENAL ST. L1 r S89042'21 "E 1 199.50' - L2 7 7. 72 f. O1 O2 O3 O4 5O O6 O7 O8 O9 10 11 12 13 14 69 w I Lzr cc 67 25 W W 22 21 20 19 18 17 16 15 Q W I w FUTURE RESIDENTIAL '-'' 65 27 I w w w w w w w w w(R-15) cN v� BLOCK 1 > 0 7.94 AC.± w w w w q Q APEX NORTHWEST LO !6!!] �r• a 23 x > °' BLOCK 1 w w W w w W w W w w W w w W a SUBDIVISION No. 1 EAGLE 1 LLC Q �; Q (R-15) N E. LAKE HAZEL RD. � w 76 28 � , , , , , , , , , , , iv I 51131347001 ;. W W W W W W W W N • J LO CO (RUT) CIO �n 0 Z . 61 30 .W ' .; 32 33 34 35 36 37 38 39 I I J 59 58 57 56 55 54 53 52 51 49 48 47 46 45 44 43 42 41 40 I )v�p�4 WwW WWWWWwW � WWWwW WWWWWwW � WWWwW WW 50 W � WWWwW WWWWWwW � WWWwWwWWWWWwW � WWWwW WwW W L3 IIIII - , 9p 8ps - - - - - - -N89 42 21 W 102.85 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� -� Z — — — — — — — — — E. LAKE HAZEL RD. — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _,n= — EP FP — II jj E� �P FP EP FP ER EP EP �P FP —EP — 9 III — - - - _ -_- - - - - - - - - - - - - - - - - - - - - - - - - - - - LINE TABLE z M PRELIMINARY PLAT DATA — - -� — — ! I I I I I I I LINE BEARING DISTANCE O SITE DATA I 1_1 N00°17'12"E 1.50' U PARCEL NUMBER S1 1 31 438975 L2 S44°42'54"E 13.43' LEGEND oSITE ADDRESS E. LAKE HAZEL RD. L3 S89°43'08"E 10.78' Z MERIDIAN, ID 83642 CURRENT ZONING R-15 — — BOUNDARY LINE L4 IN 8°48'31"E 34.69' ()PROPOSED ZONING R-15 OFFSITE PROPERTY LINE L5 N45°17'16"E 23.34' z N COMPREHENSIVE PLAN DESIGNATION MEDIUM-HIGH DENSITY RESIDENTIAL — O 3 BUILDABLE LOT AREA 4.661 ACRES LOT LINE U w Y COMMON AREA 3.542 ACRES — — — Z FUTURE R-15 AREA 7.942 ACRES SECTION LINE TOTAL AREA 16.145 ACRES APEX PHENOMENAL SUBDIVISION O R_g PROPERTY ZONE DEVELOPER/OWNER OVERALL LOT DATA INDEX OF DRAWINGS SS�oNAL FN�� RESIDENTIAL LOTS 64 10 LOT NUMBER BRIGHTON DEVELOPMENT INC. MERIDIAN IDAHO �� ENS 'y H 2929 W. NAVIGATOR DR., SUITE 400 1 > COMMON LOTS - LANDSCAPE 9 SHEET NO. SHEET TITLE COVER SHEET o MERIDIAN, IDAHO 83642 COMMON LOTS - ALLEYS (LOT 74, BLOCK 1) 1 COMMON LOT (LANDSCAPE) PP1.0 COVER SHEET PHONE: (208) 378-4000 z N COMMON LOTS - PRIVATE STREET (LOT 75, BLOCK 1) 1 CONTACT: JON WARDLE 16860 FUTURE R-15 LOT (LOT 76, BLOCK 1) 1 PP1.1 EXISTING CONDITIONS EMAIL: jwardle@brightoncorp.com REVISIONS r `'� 7128124 E N G I N E E R I N G C� OF 5725 NORTH DISCOVERY WAY TOTAL LOTS 76 y 9� Q v PP2.0 PLAT LAYOUT PLAN F �� 3 NO. ITEM DATE z MINIMUM PROPERTY SIZE 2,883 SQ. FT. PP3.0 PRELIMINARY ENGINEERING PLAN ENGINEER/SURVEYOR yC. \Y/, PBOINE(2D8)IDAHO 837139 AVERAGE PROPERTY SIZE 3,173 SQ. FT. W KM ENGINEERING kmengllp.com SURVEY CONTROL NOTES PP3.1 PRELIMINARY SEWER PROFILE 5725 NORTH DISCOVERY WAY z DENSITY E BOISE, IDAHO 83713 DATE: DULY 2024 GROSS DENSITY 7.802 UNITS ACRE 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE PPL1.0 PRELIMINARY PLAT LANDSCAPE COVER PHONE: (208) 639-6939 Digitally signed by o / NET DENSITY 13.730 UNITS/ACRE COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN CONTACT: LACHLIN KINSELLA, P.E. LaChlln Kinsella, P.E. PROJECT: 24 142 J > (NAVD88) DATUM. EMAIL: Ikinsella@kmengllp.com SHEET NO u REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. Date: 2024.07.28 12:49:30 . Lu a -06'00 P P 1.0 I � — I w - II — — - - — \ — — — — — — — � Q \ \ - - J > 4 4"P— 4» 4» 47t\ a 0- \ LLI o II - > oe I II 1 / r � I zz \ I �,; S \ I APEX NORTHWEST SUBDIVISION No. 2 oe �� V I \ z I \ I C (R-15) a \ APEX NORTHWEST I I / \ APEX NORTHWEST : s \ — II I I SUBDIVISION No. 4 \ I SUBDIVISION No. 3 \ III \ \ _ \ \ \ T / I R-15 I R-15 V I e — — — — — ( ) ( ) \ II 1 O I10 2 SD N I I — IC T - — — \ �s � C Cn C O » 8W W 8"W 8»W w 8»W W "W 8"W 8» 8"W 8»W ` 8»W 8» 8»W "W 8"W 8»W 8�W » 8 8 W n „ » a 8„W 8„ 18"S 1 1�"S 18"S 18"S 18"S s 8"S 8" "S 8"S 8"� 8"S 8"?Sjj'8 18" 1 "S 18"S 1�� 8"S �` 18" 1 "S�—18"S 18"S 18"S 18"S 1 "S s 18"S 18" 8"S 18' 18"S \ \ \ \ \ E. PHENOMENAL ST. L1 I _ S89°42'21 "E S1 199.50'� L2 � _ _ 4'P 1 4 P 1 4 P I I 4' 4"'�'I— 4 R' 4 — — — — — — — — — — — — — — — — — oP —SOP _ -2736- -�oP= Tea_ �273 lu -I — IIII oN `� wr�— j\ \\ �\ �' \ � � �?734\ \ 1 - - o \ ` \ z� cnw cnw ® 12SD ® p pQ C \ \\\ pw VI / N ° Ld\2,3i3 \ \T w Q z \ Q \ - - - - - - \ »S p \ \ \ 8S 8S -2735- 7177 7�7 �� Tr I N o - - - - \ III � N !" A d,� I DWT INVESTMENTS LLC u� N � > = 0 3 \ \ E. LAKE HAZEL ROAD Q APEX NORTHWEST \ LL; N z \ \ \\\moo S1131438975 \ I 1 w I SUBDIVISION No. 1 \ EAGLE 1 LLC L Lo Q - 1 \ \ \ (R-15) \ E. LAKE HAZEL RD. s' —1 UTILITY CITY EM MERIDIAN \� \ a (R-15) \ UTILITY EASEMENT � � \ \ � N °o� S1131347001 V _ \ \\ \ LO (RUT) L — — — C" —� \ \ \\ \ I — I u' � I— � � \ � \\ I o N co — 77 1.5' ACHD SIDEWALK V \\ EASEMENT \ \ \ I A ro N N w 10' ACHD STORMI I ��� \ \ DRAIN EASEMENT a \ 03 II Z LLz 1\ \ \> wz �- Y RETAIN AND PROTECT o w \ \ �-- <^ \ \ \2�3 w � I I v L i I a p WATKINS DRAIN in ``� \ \ C 3� p w /J ' —\— \ 6 PI 6 PI ^-^f.Fl \ 6 PI— // I I I I I I I o04 \�\6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PIFg+ 6"PI "PI 6"PI "P\ Lo w s \ q - - - - - - - »PL »PL _ _ - - - - - - - - — — — — — — — — 90, co 8� _—-- L =6„PI —�— 6»P1 -- 1'I —\ 6"PI 6»PI — 6»Pi/ - - - _ - - _� _-_ -_ - _ - - - - - -_- - - - -N89°42'21"W 1102.85 - - - - - - - - - -i - - - - - - - - - - - - - - - - - - - - - - — — 12 W�--12 W 12 W 12 W 2"W 2"W 2"W 2"W — — 12 — — W �12"W 1 „W „ 7„w o"ui ��",ni — — — —T — — — — — — — — — — — — — — ® T T T Z Z L�' �� „ T_ —�T— —T T— T T T — T — T — T — T T T T �� \ 11 �— 17 2iV�— 2'W 2"W �42"W_ 2"W 2" 12"W 12"W = 12"W 12"W 12"W 12"W r j , — — � — E. LAKE HAZEL RD. co T T T U \ — — — — — — — — / g T _ T� T_�_ _ _ \ 00 �T — — — — — — — — \ — — — � — — — _ o 00 — — — -- P _ FP — — —EP— FP FP p��FP T T \- rr \ MILLER \� DISCOVERY SPOKANE LLC G Z N I I I 840 E. LAKE HAZEL RD. \ \ \ \\ E. LAKE HAZEL RD. Z /� I �II1I I \ 51406120850 \ C o \�\ \ S1406120601 I I � l a (RUT) \ (RUT) N O N W N n 3 (n x 0 60 120 180 z Plan Scale: 1" = 60' O Or- 0 z APEX PHENOMENAL SUBDIVISION � LEGEND SS\ONAL IF Z BOUNDARY LINE D4 WATER VALVE MERIDIAN I DA H O �`� ENS /'y 1 w ADJACENT PROPERTY LINE FIRE HYDRANT LINE TABLE � EXISTING CONDITIONS 16860 z EASEMENT LINE ® WATER METER LINE BEARING DISTANCE WATER LINE (SIZE AS NOTED) i� IRRIGATION VALVE L1 N00°17'12"E 1.50' REVISIONS r J� 7�28�2� �� ENGINEERING Z I IRRIGATION MANHOLE qTF \�P C� OF 5725 NORTH DISCOVERY WAY g SANITARY SEWER LINE (SIZE AS NOTED) NO. ITEM DATE F. ( ) OS SEWER MANHOLE L2 S44'42'54"E 13.43' ��� C• Y, BOISE, IDAHO 83713 STORM DRAIN LINE SIZE AS NOTED PHONE(208)639-6939 w ssco L3 S89°43'08"E 10.78' kmengllp.com z w ® SEWER CLEAN-OUT F GRAVITY IRRIGATION LINE (SIZE AS NOTED) SAND & GREASE TRAP L4 N48°48'31"E 34.69'E PRESSURE IRRIGATION LINE (SIZE AS NOTED) DATE: 1ULY 2024 ® CURB INLET EDGE OF PAVEMENT L5 N45'17'16"E 23.34' PROJECT: 24-142 D STORM MANHOLE N SHEET NO. J LIGHT POLE Lu N d > it — Z Lu > III APEX NORTHWEST Q APEX NORTHWEST 0 APEX NORTHWEST SUBDIVISION No. 2 a SUBDIVISION No. 4 Q SUBDIVISION No. 3 = (R-15) it o (R-15) (R-15) 0 50 100 150 I v' Plan Scale: 1" = 50' u III — N N — ,� I J Qz I LI - w - Ww Y z o w w E. PHENOMENAL ST. o 0E- bi N - - w 0 w 20.00' `n S89°42'21 "E 1 199.50' 18 38' 13.00' L1 _ _ _ _ S89°42'21 "E 1 199.50' �h 554.72' 93.00' 83.50' 73 1,170 SF 28.00' 34.00' 34.00' r 34.00' 30.78' 34.00' 34.00' 34.00' 34.00' 34.00' 34.00' 34.00' 39.00, L2 _ T 4.95' f 96.50' 10.50' a w U w I I o 72 3,394 SF 0 0 14 in Q Q w I M 100.00' M Q o 0 0 0 0 0 0 0 0 0 0 01,928 SF — W N N O O 0 O O O O O O O O O O O o 3O o 4O o 500 O6 O O7 o O8 0 ( 0 10 0 11 0 12 0 13 0 co Q 0 71 3,400 SF o 2,632 SF 3,400 SF 3,400 SF 3,400 SF 3,078 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,900 SF L6 � I W � M o I I 100.00' 13.53' 0 70 3,400 SF o F - - - 34.00' -34.00- 34.00' -30.78" 34.00'-1-34.00' T -34.00- 34.00' -34.00- 34.00'- -34.00' -39.00' r ' - - - -100.00' - - - - J3.98' 29.35' 74 29,466 SF — — — — — I 69 1,500 SF 15.00' - - - -127.78' - - - -39.00'- -34.00'- 34.00'- -34.00'� -34.00'- 34.00' -34.00'- -39.00' - - - - L - - - 15_00' - - - - - - , - 96.26' o z 0 100.00' - 0 zz z N 7.03' _a z 68 2,900 SF 14.63' 0 o W 13.51' O W N N No 24 2,883 SF o w w 60' 100.00' 100.00' N w o 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 O O 0 wo 0 67 2,900 SF 0 0 O o o - 0 22 0 21 0 20 0 19 0 18 0 17 0 16 0 15 0 °' °' 25 2,900 SF J J N 100.00' N rn of F- 3,900 SF 3,400 SF_ 3,400 SF- 3,400 SFF 3,400 SF- 3,400 SF- 3,400 SF7 3,900 SF- U Fz N 100.00' N o D O 0 o 75 � 66 2,90o SF 0 0 26 2,900 SF o `~ 100.00' N N Lq 100.00' 39.00' 34.00' 34.00' 34.00' 34.00' 34.00' 34.00' 39.00' 25,535 SF io 0 0 0 w 0 65 2,900 SF 0 0 �y N � 27 2,900 SF m Lq FUTURE RESIDENTIAL < N 100.00' N 100.00' iV > (R-15) o O o 20' `n Q 2 APEX NORTHWEST LO CV a 64 ,402 SF co Lj 7.94 AC.± Q N N 20.00' 100.00' 23 "� w SUBDIVISION No. 1 > w r w 100.00' ' 48,287 SF N Q (R-15) EAGLE 1 LLC Q iv Lu o 0 0 0 "' 19.5' CITY OF MERIDIAN 76 I 63 2,900 SF 28 2,900 SF E. LAKE HAZEL ROAD O �- a' 0 rn O rn 10 UTILITY EASEMENT 345,954 SF I `n N 100.00' `;� N 100.00' N S1131347001 N i co _ (RUT) ca 0 0 0 0 0 39.00' 34.00' 34.00' 34.00' 34.00' 34.00' 34.00' 39.00' T Z 10' PRIVATE STORM_ °' 0) 0) rn 0 62 2,900 SF o 29 2,900 SF O N 100.00' N N 100.00' N z N `� DRAIN EASEMENT I o 0 0 0 0 wz 0 0 0 0 0 0 0 0 0 61 2,900 SIF 30 2,900 SF 0 O 0 0 0 0 0 O o 100.00' `" `" 100.00' `�' w 0 32 0 33 0 34 0 35 0 36 0 37 0 38 0 39 0 1.5' ACHD SIDEWALK o Q O O O EASEMENT I o 0 0 0 � w 3,900 SF 3,400 SF7 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,900 SIF q 60 2,883 SF u) � 31 2,883 SF o U L O 9.98' N 96.26' 14.63' 14.63' 96.26' N 0 53 13.53' 59 1,232 SF- 7.08' L - - - - - - - - -57.50'@ - - - - - - -127.78'- - - -39.00' -34.00'- 34.00'- -34.00' -34.00'- 34.00'-1-34.00' -39.00'" 25.05' 29.35' 0 _ - _ - 15.24' 29.35' 7.10' '4:r -co - - - N - -60.00'- - -29.00'- -29.00'- 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 25.00' 29.00' 29.00' 29.00' 29.00' 29.00' -29.00'- -29.00'- -29.00'- -29.00' 29.00' - 10.82' wQz O O O O O O O O O O O O O 13.51' w 58 57 56 55 54 53 52 51 49 48 47 46 45 44 43 42 41 40 Q 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF _ Ld 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w o 0 0 0 o O 0 0 0 0 0 0 o o 0 O O o o O o � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z Y O O O O O O O O O O O O O O O O O O O 0 I m Q U � � IN W ?�. O) In J (� Q > o TO z 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' - - - — � 29.00' 29.00' 29.00' 29.00 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' Q _2 0< N — Of - � o F- 10' ACHD STORM N v w DRAIN EASEMENT - - - - - - - - - - aw 50 H�0°4,5. Lo 37,068 SF L3 tk - - - 90,60 - - - - - - - - 229.40'- - - - _ 311.74' _ ' N89°42'21 "W 1 102.85' - - - - - ° � z N89 42 21 W 1 102.85 > w .2 Of I Of LLI in E. LAKE HAZEL RD. `" zo Q - - - - - - - - - - - - - - - - o' Of MILLER DISCOVERY SPOKANE LLC 840 E. LAKE HAZEL RD. I E. LAKE HAZEL RD. Z S1406120850 I S1406120601 O m PRELIMINARY PLAT NOTES (RUT) (RUT) a 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES 11-26-3 FOR THE R-15 ZONING DISTRICT. Z 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATION AND WIDTHS TO BE DETERMINED WITH FINAL PLAT. a 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE N CITY OF MERIDIAN. 0 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION O g 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET CITY OF MERIDIAN REQUIREMENTS. Y 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL z OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC, BY a ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN APEX PHENOMENAL SUBDIVISION O OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS ANAL L.L jo CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE MERIDIAN, IDAHO s IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF'. LINE TABLE f O 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD., S. APEX AVE., E. PHENOMENAL ST., AND S. SUBLIMITY AVE. IS PROHIBITED. PLAT LAYOUT PLAN z i LINE BEARING DISTANCE 16860 3lif 1 a 7. ALL ALLEYS (LOT 74, BLOCK 1) AND PRIVATE STREETS (LOT 75, BLOCK 1) ARE SUBJECT TO A BLANKET UTILITY REVISIONS s 7�28�2� o EASEMENT FOR THE CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. LOT L1 N00°17'12"E 1.50' � E N G I N E E R I N G 3 OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS AND EGRESS OVER SAID LOTS AND SAID �C, qTF OF 5725 NORTH DISCOVERY WAY PERPETUAL EASEMENT SHALL RUN WITH THE LAND. SAID LOTS ARE PRIVATE STREETS OR ALLEYS AND MAINTENANCE FOR L2 S44°42'54"E 13.43' NO. ITEM DATE y \NS� BOISE, IDAHO83713 z SAID LOTS IS AS PROVIDED FOR IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE L3 S89°43'08"E 10.78' C° K PHONE(208)639-6939 Q w RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE STREETS AND ALLEYS CANNOT BE MODIFIED AND THE kmengllp.com z HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. THE L4 N48°48'31"E 34.69' E PRIVATE STREETS AND ALLEYS SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. DATE: JULY 2024 L5 I N45°17'16"E 23.34' PROJECT: 24142 8. LOTS 1, 5, 14, 23, 50, 59, 64, 69, 73, 74, AND 75, BLOCK 1 ARE COMMON LOTS AND SHALL BE OWNED AND J MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. N SHEET NO. W a PP . w ° I , I. � Q S z APEX NORTHWEST w f APEX NORTHWEST ° O APEX NORTHWEST a SUBDIVISION No. 2 ' O s LLi JAI SUBDIVISION No. 4 s�_ � - - R-15 EXISTING SSMH 1 60-INCH Q SUBDIVISION No. 3 J ( ) : . a �I (R-15) # ( ) z (R-15) = S •tl II ' N � RIM:2734.59 C' 0 50 100 150 I 0 DEPTH:27.0' INV IN:2708.49 8" (S) v vi Plan Scale: 1 = 50 � - - - vi INV IN:2707.65 18" (E) 4"PI 4"PI 4"PI INV OUT:2707.55 18" W ® ® - - ® �2 SD 12"Sp ( ) N _ ODt L 4"PI 4"PI 6-PI 6"F J 8" 8"W 8"W 8"W 8»W "W 8"W 8"W 8 W 8» »W 8» 8»W 8»W 8»W W „w 8„ „W 8" 8"W 8»W 8"W 8"W g» 8»W 8»W & a ro ~- 8"W 8"W 8" 8 8"W 8"W a 18"S 18 18"S 18"S 18"S 18"S 18"S 18"S S 8" 8"S 8"S 8"S 8"S 8"S 8"S 8"S O 18"S 18"S 18"S 8"S 18"S 18"S 18"S 18"S S 18'S 18" 18"S 18"S 18"S 18"S 18"S 18"S S 18"S 18"S 18" E. PHENOMENAL ST. f 8 J 4'PI 4"PI 4"PI00 4"PI 4»PI 4"P' 4 4"PI 4gPl 4"PI 4"PI 4"PI 4"PI 4"PI 73 SSMH 8 48-IN s � N I - - - Y 49.4' of 8" PVC ® 3.99% # ( CH) e � f - z 1 RIM:2734.67 Y �� N 7 � 5 7 ;s DEPTH:1 1.7' a w 5 o N I 72 INV IN:2723.06 8" (E) w w N N 8 I ;J ? INV OUT:2722.96 8" (W) o N o � _ 10 - ORIMS2�3O49 I - I # ( ) O O O O 5 O O O O 10 11 12 13 14 ' ® 2"SD ® Q I OSSMH 4RIM2 734.31 I c� co •. I I I N DEPTH:23.7' I 71 w a Ln INV OUT:2710.46 8" (N) °D DEPTH: Y = NV IN:2720.55 8" (S) R=28.00' N ClIL INV IN:2720.55 8" (E) co 102.5' of 8" PVC @ 3.99% INV OUT:2720.44 8" (W) SEWER ALIGNMENT"A" 70 - - D REFER TO SHEET PP3.1 FOR !8':Vj1t�"-d"W- : 8"W 8"W "W " 8 SANITARY SEWER PROFILE 174 ' I . - - N - - - - - - - "s S 8 S g"g .. B.,S 8 L.T �- s s»s s"s J I $'�S - - - - 1 . J • •W a ° OSSCO #10 L - - - - - - - - �? - 4'PI D RIM:2732.24� �-A . ° N I 60.5' of 8" PVC © 3.99% DEPTH:17.1 68 �, 24 w iA1 8 N INV OUT.2715.44 8" (E) I O I _ /Ir,�l 365.0' of 8" PVC ® 1.43% - R=28.00' ��I � � � SSMH #9 (48-INCH) 11 I RIM:2736.48 e. 39.8' of 8" PVC ® 1.99% I w W A/� 22 21 20 19 18 17 16 15 DEPTH:8.2' SSMH #3 (60-INCH) 67 I I 25 II INV OUT:2728.27 8" (W) N RIM:2733.45 I - •, N 1.5' ACHD SIDEWALK DEPTH:18.9'_/ 8 s EASEMENT INV IN:2714.65 8" (E) 75 66 I I 26 INV IN:2714.65 8" (W) O _a INV OUT:2714.55 8" (N) I w cc N I 145.2' of 8" PVC ® 3.99% + ` N g g 65 i Ln I 4"PI 4"PI 4"PI 4"PI 4"PI vy� J yy 27 FUTURE RESIDENTIAL 292.5' of 8" PVC ® 0.95%° BLOCK 1 oc j 7.94 AC.± 64 A _ A f 0 y X �• APEX NORTHWEST 6 I O w SUBDIVISION No. 1 y .i - I �' � � � - - - w w w w w y d - BLOCK 1 N I Q (R-15) Q r A I EAGLE 1 LLC _ w w w Zvi E. 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CONNECT TO EXISTING WATER SYSTEM I E. LAKE HAZEL RD. - 2. STUB WATER MAIN FOR FUTURE EXTENSION N 3. CONNECT TO EXISTING SEWER SYSTEM 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4. STUB SEWER MAIN FOR FUTURE EXTENSION T T T T�T - 5. CONNECT TO EXISTING PRESSURE IRRIGATION - - - - - - - - - - - - - - - - - - - - - - - - - g - T - T�T�Tco - _ _ SYSTEM � �T T T� - - - - - - - - - - - - - - 6. PRIVATE STORM DRAIN EASEMENT f77r _ _ _ _ _ _ _ _ _ _ T T 3 EP _ EP - EP EP _ EP - EP EP - EP EP - - EP EP- - EP- - - - - ti� - - - - - - - - - - - - _ - - _ - _ - T - - T- T ° 7. ACHD STORM DRAINAGE EASEMENT 8. CITY OF MERIDIAN UTILITY EASEMENT PRELIMINARY ENGINEERING NOTES 20' PL-PL 1' LANDING, TYP. I �I 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE LOOPED THROUGHOUT 2% F% TOA THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS IN E. PHENOMENAL ST. AND S. APEX AVE. z O 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY THE EXISTING SANITARY SEWER MAIN IN E. PHENOMENAL ST. 0 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE DETERMINED WITH THE FINAL CONCRETE NOTE: a PLAT DESIGN PHASE. 3/4"-MINUS CRUSHED AGGREGATE BASE STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. REPORT AND ACHD'S REQUIREMENTS. () STREET SECTION A ( PRIVATE ALLEY z a 5. ALL ALLEYS AND STREET "A" SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION SCALE: NTS Q Z AND DESIGNED TO ACHD'S STANDARDS. Y U 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS AND STREET "A" SHALL BE COLLECTED AND ROUTED TO STORM 60' PL-PL a FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE AND PUBLIC STORM 3 FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. p 5' 16.5' TBC-CL 16.5' CL-TBC 0.5 APEX P H E N O M E N A L S U B D I V I S I O N O Li- Lp 7.5' 9' 9' 7.5' ON A L Z 7 PRESSURES RRIGATIONAIMPROVEMENTS. THEEPROPO PROPOSED SYSTEM SHOWN ISTPRELIMI AIRY ' SIDEWALK 8' PLANTER PARK LANE-TBC THRU LANE THRU LANE PARK LANE-TBC 8' PLANTER 5' SIDEWALK �C�SS\ ENSFNc't' SLOPE MAX.• MERIDIAN, IDAHO ' w SLOPE TO O AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. EXISTING E PRELIMINARY ENGINEERING PLAN z 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN 2% 2% 16860 CONSTRUCTION NOTES: DRAINAGE, SEWER, WATER, AND PRESSURE IRRIGATION. / ' / / / / / °. �- -y REVISIONS 7128/24 o �� � �9r P� ENGINEERING 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED DURING THE FINAL \ \ \ \ \ �0 /� / // // // // // / // // // /� �y OF 5725 NORTH DISCOVERY WAY BOISE, IDAHO 3713 g PLAT DESIGN PHASE. � / \ / / / / / / / / / /\/\ / NO. ITEM DATE w 10. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE EASEMENTS SHALL BE DETERMINED DURING THE FINAL 1' LANDING, C KEN PHONE(208)639 6939 Q w PLAT DESIGN PHASE. TYP. kmengllp.com z Z 6" VERTICAL CURB ASPHALT PAVEMENT 1 1. THE STREETS AND ALLEYS SHALL BE CONSTRUCTED PER THE STREET SECTIONS SHOWN ON THIS PLAN. THE COMPACTED SUBGRADE DATE: 1ULY 2024 PAVEMENT SECTION THICKNESS SHALL BE DETERMINED DURING FINAL DESIGN. AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE PROJECT: 24142 STREET SECTION B ( PRIVATE) 6» MINUS PIT-RUN SUBBASE 12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING FINAL DESIGN. SHEET NO. LJJ 13. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE DETERMINED DURING THE FINAL DESIGN PHASE. 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ITEM DATE C K�NS BOISE, IDAHO 83713 w PHONE(208)639-6939 kmengllp.com z z DATE: DULY 2024 NOTE: PROJECT: 24-142 SANITARY ELEVATIONSEOFRTHE PROFILES RUCTURESPRELIMINARY. LOCATION AND PIPES SHALL BE SHEET NO. Lu J DETERMINED WITH FINAL DESIGN. PP3. 1 �