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CC - Pre-Plat VICINITY MAP : 1"=2,000' APEX EAST SUBDIVISION PRELIMINARY PLAT uj 0 A PARCEL OF LAND BEING A PORTION OF GOVERNMENT LOT 2 AND A PORTION OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION S, TOWNSHIP 2 NORTH, RANGE 1 EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO. U O J N \ I RESIDENTIAL IMPRESSIVE EAST RIDGE RESIDENTIAL \ R-15 SUBDIVISION No. 1 R_4 \ FG E.LAKE HAZEL RD. R R/W R R R/W R/W R/W R/W R/W R/W R/W R LA - fw _ W— —R/W R/W R R/W R/W R/W R R/W - - - - - - - - - - - — - - �� - - - - - - - - - - - -� E.ALHAZEL& - - z — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R/W- R R/w- Po - - - - - - - - - - - - yW.W.W.`.W. .W W APEX EAST SUBDIVISION .'I PRE-PLAT BOUNDARY MERIDIAN RURAL FIRE .`I AFFLECK \ PROTECTION DISTRICT I 49 12 13 \ R7317670010 S1405212420 I \\ .•.I 14 \ I E P E P ^ I � :I 10 S• Mp 17 \ l 'I �NTqop 4/1y \ I � / � � 0 100 - 100 300 Plan Scale: 1 00 BLOCK 6 \\ ..•I O O1 19 \\ LEGEND ;�x 4': i BLOCK 1 10 0 \\ I I — — BOUNDARY LINE Q y 21 \ OFFSITE PROPERTY LINE LOT LINE 90 O0 tL 22 \ — — — SECTION LINE + I Z) \ AFFLECK I R_8 PROPERTY ZONE PRELIMINARY PLAT DATA 3 23 \\ R7317670020 10 LOT NUMBER RESIDENTIAL AREA (R-8) I " I 3 Oj \ SITE DATA I O �`�\: \ KEEP SUBDIVISION No. 1 CURRENT ZONING R-4 I 26 PROPOSED ZONING R-8 :`I 6 ,,:: \ SURVEY CONTROL NOTES COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL I HAM WICK 25 \ 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE BUILDABLE LOT AREA 18.598 ACRES O X� : I 27 \ COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL COMMON AREA 6.169 ACRES y (NAVD88) DATUM. ROW AREA 7.440 ACRES X I 28 \ E. WICKHAM ST. IUIAL AREA 32.207 ACRES OVERALL LOT DATA DISCOVERY PARK I > 30 41 \ } TOTAL LOTS 110 CITY OF MERIDIAN Q -7� \ Q RESIDENTIAL LOTS 95 go z COMMON LOTS — LANDSCAPE 12 S1405212410 p \ COMMON LOTS — SHARED DRIVEWAY 3 w E. OPTIMUM ST. 39 ` .• 42 \\ w MINIMUM PROPERTY SIZE 6,967 SQ. FT. k\� u 33 BLOCK 1 38 40 \ co AVERAGE PROPERTY SIZE 8,527 SQ. FT. owc DENSITY vi ^•ice — — — ' 34 35 36 43 \\ — — — vi GROSS DENSITY 2.950 UNITS/ACRE NET DENSITY 5.108 UNITS/ACRE RESIDENTIAL R-2 INDEX OF DRAWINGS REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. I NZING pFt, \ E'TE \ — SHEET NO. SHEETTITLE 9 \ p� 45 PP1 .0 COVER SHEET O5 O \ PP1 .1 EXISTING CONDITIONS 3 O4 s 46 \ O O 10 \ — — PP2.0 PLAT LAYOUT 4, 47 \ PP2.1 PLAT LAYOUT ': O BLOCK 5 17 11 -7 \\ PP3.0 PRELIMINARY ENGINEERING PLAN • I `'I BLOCK 4 48 \\ l — — PP3.1 PRELIMINARY ENGINEERING PLAN O 16 12 \ PP3.2 PRELIMINARY SEWER PROFILES • :: l 26 19 \ I PP3.3 PRELIMINARY SEWER PROFILES PNEFLN�� \ PP3.4 PRELIMINARY STREET SECTIONS a � X I 0 20 s 15 \\ PPL1 .0 PRELIMINARY PLAT LANDSCAPE COVER 'A 14 0 s 1 \ PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN \ 0 PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN O v \\ PPL4.0 PRELIMINARY PLAT FENCE EXHIBIT 22 O \ \\ i o • I 1 CP���NO BLOCK O \ \\ \ \ APEX EAST SUBDIVISION 4 :►. O \ \\ \ \\ \ MERIDIAN IDAHO COVER SHEET DEVELOPER/OWNER Y ■ O \ BRIGHTON DEVELOPMENT INC. Z • �. 2929 W. NAVIGATOR DR., SUITE 400 c,S ONAL £ G H \ \ 10 \ MERIDIAN, IDAHO 83642 F`� �OENSF 3 o I \ \ \ \ PHONE: (208) 378-4000 Quo D CONTACT: JON WARDLE EMAIL: jwardle®brightoncorp.com 860 o \\ \\ ENGINEER/SURVEYOR J�q12/30/21P�o v E N G I N E E R I N G MAMIE INVESTMENTS CO LLC 0 F OF �� �v 5725 NORTH DISCOVERY WAY \ S1405131304 aZ \ KMNGINEEI ti /N � BOISE,IDAHO 83713 NORTHC25 DISCOVERY WAY PHONE(208)639 6939 BOISE, IDAHO 83713 kmengllp.com PHONE: (208) 639-6939 CONTACT: LACHLIN KINSELLA, P.E. DATE: DECEMBER 2021 a EMAIL: Ikinsella@kmengllp.com Digitally signed by PROJECT: 21-035 Lachlin C Kinsella, P.E. SHEET NO. v Date: 2021.12.30 N 09:44:42 -07'00 P P 1.0 a DISCOVERY PARKMERIDIAN RURAL FIRE _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — CITY OF MERIDIAN - — — — — — — — — — — — — — — — — — — — — — — — — — — I PROTECTION DISTRICT I751.832.08 18" I I I 71� INV:2749.60 12' S1405212410 GRAVEL ROAD — S1405212420 INV:2751.83 12" mINV:2749.82 12' 1 ° TEG �EG� �EG EG ` — INV:2751.70 18" / n� r EG EG -� EG� G EG AEG EG EG EG r EG EG EG EGA �G_ EG EG EG EG EG EG EG / ry -1 TF ��-EG EG EGA-EG EG EG EG EG EG EG EG G EG EG EG EG EG �,v EG EG EG EG ' " // / // / w INV:2751.75 12" CONCRETE w PROJECT BOUNDARY / IRRIGATION DITCH // / \ \ Q \ m o \ o J w/ o °C w v o CITY OF MERIDIAN WATER / II w a o a w a I I MAIN EASEMENT PER / �I f I l " a Q \ / z o Lu Ed w° INST. No. 2017-001445 1/ _ ; L04 o Z� " 0 J J HEADGATE #1251/ / / I / Lu \� \ cn z o Q INV:2752.88 12" /Lu O w 1 24" GAS MAIN \ Im e v 5 / \ Q o z / / / INV:2752.96 12/ "'/ / FARR LATERAL BOX 'Ih / 22 GAS MAIN r' / N z� e CULVERT AND WING WALLS UJ z-moo �[/ INV:2753.11 12" / \; HEADGATE #1250 / / x CHECK STRUCTURE INV:2753.49 12" 0 0 / / / l� 11 m \ e o v DIRT ROAD e // � 25' ACHD PRESCRIPTIVE \ / BPBC MAINTENANCE / / RIGHT OF-WAY� ACCESS ROAD / / b4 0 \ 9� I N e // ♦ � � 1 \ \ \ IM \ " m m / � " \ \ / / N \ I / �"INV:2752.81 12" I 4 HEADGATE INV:2752.36 12" PROJECT BOUNDARY \ \ \ o o \ PROJECT BOUNDARY MAMIE INVESTMENTS CO LLC //j�j/ /// �/ I AFFLECK R7317670010 S1405131304 \ \ r'� \ � / �i j/ LOT 1, BLOCK 1 \ \ / W", �o �, �j /j / /�// RAAP RANCH SUBDIVISION \ \ CONCRETE IRRIGATION DITCH \ / BPBC MAINTENANCE I ACCESS ROAD 5,0 JbV d � / 56 0 60 120 180 _ o b�/ 5 `%/// OPEN IRRIGATION ` / /�� �6/ Plan Scale. 1 - 60 DITCH I / �/ /// AFFLECK o / R7317670020 \ CIV /Ir fy LOT 2, BLOCK 1 �xr� �j/ / / / RAAP RANCH SUBDIVISION LEGEND CHECK STRUCTURE APEX EAST SUBDIVISION II ��/ EXISTING FEATURES Y MERIDIAN, IDAHO N �� z INV:2754.25 12" I ` � � / /// s s s SANITARY SEWER LINE Ps Ps PRESSURIZED SANITARY SEWER LINE z EXISTING CONDITIONS r w w WATER LINE G G c GAS LINE 3 HEADGATE r Z INV:2754.62 12" I � �// c c c CABLE TV LINE op—op— OVERHEAD POWER LINE TONAL £ oT oT OVERHEAD TELEPHONE LINE Gi Gi GRAVITY IRRIGATION LINE ��,c,S rENS 0 / �� / i�%'' f Pi Pi PRESSURE IRRIGATION LINE —SD—SD— STORM DRAIN LINE �o \ F STORM DRAIN MANHOLE SEWER MANHOLE 860 IRRIGATION BOX WATER VALVE J�g12/30/21 27 �o v E N G I N E E R I N G wv " / 58 —� �C� TF OF !`� 5725 NORTH DISCOVERY WAY IRRIGATION CONTROL VALVE ® WATER METER 'S'��� C NS BOISE,IDAHO83713 K� 0 _2757� Z ° y / EG N FIRE HYDRANT FIRE HYDRANT PHOkmenglNE 81p63o9n6939 „� x x x x x Q� POWER POLE Q� POWER POLE DATE: DECEMBER 2021 KEEP SUBDIVISION No. 1 POWER BOX ® POWER BOX PROJECT: 21-035 �fly ��~ O i I EP EP EDGE OF PAVEMENT ED ED EDGE OF DIRT SHEET NO. LLi N PP . a I I I I 0 50 100 150 I I \\ I I Plan Scale: 1" = 50' \ o w \ \ C) a R/W R/W \ \ R/W R/W R/W R/W R/W R/W R/W R/1 Q —R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R R/W R/W R/W —R/W R/W R/W R/W R/W R/W R/W R/W R/W wL, w N d O = � 0 IMPRESSIVE EAST RIDGE a w SUBDIVISION No. 1 \ \\ E. LAKE HAZEL RD. -7 — — — — — — — — \_z:_�— — — — — — — — — — — — — —R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W— —R/W R/W R/W R/W \ 26.30' \ \ 233.19' \ W \ \ Lo \ �' T 00 6.50' cNo \\ \ Q�Q2 LO \ \ 18.00' PROPOSED 59' o 80.00' \ \ \ \\ ACHD I n \ \ RIGHT—OF—WAY 00 \ \ rn I \ \\ (LAKE HAZEL CDA) I 1g4 \ 20.5' I 78 104.47' 62 00, \ \\ AFFLECK COMMON LOT o 90 96 \ R7317670010 49 9,200 SF 9,678 SF 2 p0 \\ 97,760 SF \ LOT 1, BLOCK 1 CY 66 ;21 \\ RAAP RANCH SUBDIVISION 8,258 SF ,� 6 80.00' 4 j I 99• 15 0 \ w w COMMON LOT 8,122 SF o MERIDIAN RURAL FIRE iv I 0 17.26' ^� /p \ PROTECTION DISTRICT I o I 0 11 13.10' S1405212420 5,384 SF 1 1' j 3410 10,251 SF ^O O• \\ 5 05 \ \ 47.00 88.97 9 BLOCK 1 \ I o 62.00' \ 29.9S' 17 13.93' \ co 8,232 SF h� / 12,036 SF \ I s Mop 3022. \ 122.95' NTA11,vT,, \ 1b 'Qsp. wq Y sp CPO 1 •s 1 o N 38.67' I 0 O S 06 \ \ 1 co 7,221 SF 18 \ 9.0800 9,179SF \ KEEP SUBDIVISION No. 1 1 e 0 1 0 8 0 04 COMMON LOT �� \ 14.5' 1 coo 7,200 SF C0 (D \ 31.13' 53' 37' I 29,014 SF cP� 24.95' 8,129 SF \ 1 120.00' \ — I 5.97' ��\�0 0 \ RPL I R I O ��220 20 \\ 55 E�PS�MEN 7,200 SF I 120.00' 8,122 SF \ ,n 60' ' rn� 00 Po -5�• Lp o. rn -50o 120.00' \ \ BLOCK 1 00 10 c'' O o- \ o co 7,597 SF ►—56.5' 0 ) o 13.59' 9 7,200 F 21 \ 14.5' I 120.00' o ZO � 8,122 SF \\ 120.00' Q o , \ PRELIMINARY PLAT NOTES �$ � 00 18' ACHD � o o O2 8.83' \v� o. SIDEWALK N o O o o. �� \ 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS 7,939 SF o EASEMENT o � 7,200 SF co y� \ I LISTED IN UDC TABLES 1 1-2A-6 AND 1 1-2B-3 FOR THE R-8 ZONING DISTRICT. Q I O 0 ~ 00 22 \ 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH co 7,200 SF I 60' z0 I vi 120.00' 8,122 SF �� \ THE FINAL PLAT. AFFLECK Q I 120.00' 18.47 6g v' \ p �1�0 rn \ R7317670020 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED III6'� \\ SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. u I o o CA- 4.00' oo. IIII o O8 0- iO0 \ LOT 2, BLOCK 1 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH 1= I o 3 o C° 7,200 SF `� N \ RAAP RANCH SUBDIVISION I IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE I N I 0 O4 0 1 O4 924 SF 23 Q. \ PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. co 7,200 SF � �' W 8,200 SF I 120.00' O 8,031 SF COMMON LOT � \ 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, I 5 r' cn ��co 6� 6,� \ WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION 120.00' 8,362 SF 1 1.89' I THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED 19.52' \883, oo. \ CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS o 0 2-8 asp, ry \\ \ BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A 0 O 0 cry' COMMON LOT \ NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION DISCOVERY PARK I 0 0 I co 7,200 SF co AGjS°' `\' �\ 24 \ I SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT CITY OF MERIDIAN O \\ OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION S1405212410 1 CO 7,200 SF c0 I 120.00' 8.47 45 2 .86 \\o� 7,748 SF \ I THEREOF. m I I 7.93' g6. \ O 1,541 SF �� \ 26 \o. 6� 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD. AND S. RECREATION AVE. IS PROHIBITED. N 120.00' �� �,\ \ 5 \ m 00 rn\2,287 SF 6'� \ 30.00' 80.30' 0 7. COMMON LOT 11, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE Z 11.93' o� \ o. \ TO PROVIDE ACCESS FOR LOTS 12 AND 13 OF BLOCK 1. COMMON LOT 26, BLOCK 1 IS o I COMMON LOT SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS Z I 0 0Zg69 \ 00 \ 24 AND 25 OF BLOCK 1. COMMON LOT 40, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT 5' 0 10.39' 25 \ FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 41 AND 42 OF BLOCK 1. SAID 1 2 0 — E•WICKNAM 2 o CO 7,200 SF cO 6p6� 27 9,421 SF COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR 9 1 PROPOSED 67.5' 1 1.93' 7,746 SF \ ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR w ACHD I 120.00' 60.p3 `Jo -' ' \ PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. RIGHT-OF-WAY 1 60.03' o� o. 00 \ o (DISCOVERY PARK 30.00' 30.01' a PHASE 2) 1 N 28 1�061 ' \ a 1 0 o I o 7,499 SF \ 1 0 1 o N 29 QZ• \ APEX EAST SUBDIVISION I�-42' 25.5' C° 7,200 SF cO o g0� \ 1 COMM IN LOT N o 7,8805E 2oe 090 \ 1 MERIDIAN IDAHO 1 1 0 30 _5 �0 �� \ , " 120.00' 0 rn o 7,880 SF g 3I o 32 0 31 o g0 ' ' G� \ PLAT LAYOUT d 862 N oN 7,569 SF N 7,915 SF �2 S \ Y \ Z 25.93' d3� 0�A \OVAL3 \ Ss Hp g 1 2,335SF 66 �C \ I �o��C' �\CENS ' F10 �y 1 E. OPTIMUM ST. 51.14 20 g6 v \\ I Q � I g I — 00 — — 66.00' 60.71' 1 1.38' to \\ J� 121 0121 o Q E N G I N E E R I N G OF\ !`� 5725 NORTH DISCOVERY WAY COMMON LOT y� PHONEKS BOISE,IDAHO 83713 C. Z 1 3887' a . 25.93' - - - - - - mengp.com 99.23' 10 26,516 SF ' \ DATE: DECEMBER 2021 g I \ PROJECT: 21-035 SHEET NO. a P ` to 2 O ♦ 0 50 100 150 E. WICKHAM ST. Plan Scale: 1" = 50' I �S ♦ � I I � A` � � 20 90 ♦ 41 0� \\ to 11,629 SF Q_ \ l (�� to o �-501 `\ \ w 30 34 ♦ I BLOCK 1 p \ 41 66 to 25� COMMON LOT 42 \ E. OPTIMUM ST. 51 14' 20 g6 ♦ 39 \ \ l 10,0055 SF \\ I ♦ NO 8,738SF �\ \Q� 66.00' 60.71 11.38' ' ♦ �, �\ 40 \ - \- - - I \1,703 SF\1 18�56 \ R \RpL ' 103 8,152SF 22.39 j 31.54' o \ 5 FPS�;01 N 37 Cp. 8 I / p \ 5 EP 38.87' - - - - - - - - - 8,166SF 40.9 25' 1,;,, - - ism m o N O 2p. 43 67.32' I 120.00' I o 34 aj 35 4 8,168 SF �282 6160 9,824 SF �j0 \ I COMMON LOT 7,911 SF 8,254 SF � \ I oo g 00 2,19 SF 19.31' \ 0') o \ I 7,920 SF 72.gT C-11A / �g0 \ AFFLECK I 44 \30.00' 36.01' 76.76' R7317670020 8,646 SF .� o I 120.00' I i�G DR' COMMON LOT 7P \ LOT 2 BLOCK 1 N i 0 1 1.93' moo- E �E�12�N 5g85 12 62 00+ �p \\ RAAP RANCH SUBDIVISION I (D - 0 N N I 5g.85 0. \ I O8 12.20' Sg.85' O �' 9 % \ 8,641 SF 6, 6,967 SF 1,105 SF 45 \ r-42' I 59.85' 7 I \ \I I 30.00' 29.85' 59.85' �,. 0 8,646 SF \ -56.5' I 120.10' I o 7,50 F 0 00 DISCOVERY PARK I I o o. ��� \ KEEP SUBDIVISION No. 1 6 CITY OF MERIDIAN I 7,635 SF 0- \ S1405212410 No O o 60 OZ ` I I COMMON LOT 0 ^o N 0 0 7,635 SF O s \ N 7 �; I N o O3 a 4 11.71' o \ 46 \ COMMON N 8,665 SF I 0 0 20 0 0 7,635 SF 2�' p. 8,646 SF LOT N 7,426 SF N 7,654 SF �8' p \ 10 R1201.5' 10 � 1 26,516 SF 120.67' 67 81' O 7,920 SF y� N \ I I 1,591 SF 60 19.52' 0 0d p0. \ I N bo I 3g.21, 28 0. I LO ~ 67.81' O 44.60' rn 60 47 \ I O � 63.84' 23.23' 17 0. 9,432 SF \ �- 18.74' BLOCK 5 0 r' _A \ I 8,716 SF I N 13,258 SF 3 11 I i I � Co- 7,920 SF I 12.07' 120.99' O 13,960 SF 9 0 \ o O I 7,753 SF 0 g4 97,760 SF I I I BLOCK 4 I to 115.18' 0 48 \ �- I io �r 9,432 SF \ RS I cN O N 113.67' 0 12 \ / / 0. I 8,676 SF ^I 7,920 SF p0+ 0d I r_ O. '55 67 35.64, 16 00, vc� \ R798.5' 26 N 10,868 SF 14.00 (3.00 �MON \ \ A 7,784 SF ' CO 120.13' I Ln 19 12 00 8,752 SF co, M M 119.74' I 26' GP o R54.33 13, 16.36' s,o6o SF / (ij O 4 I 20.95' 110.98 rn rn 54 50 8,642 SF 91 p \ FJ � 25 �_ �- �20 02 1 1.85' \ - o 120.00' PO 60' 7,918 SF 18.78' 15 1 1.93' 1 00 0 \ 20 11,756 SF 28.5' 0. \ 120.00' 9,759 SF J` \ 19.99' 2,628 SF / \ \ I I I 14 00 12.72' p i 11.74' O \ I I o M o p 96 01A 258 / 8,646 SF \15 LOOM 0') \ 8,643SF I M PRELIMINARY PLAT NOTES 9,140 SF 120.50' o0 13.38' 21 �� BLOCK 2 O' \ 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS I w 15' ACHD -� Ln 'I LISTED IN UDC TABLES 1 1-2A-6 AND 1 1-2B-3 FOR THE R-8 ZONING DISTRICT. cn \ 0 \ SIDEWALK �R300' I a 23 52 11,072 SF 1 1.86' 00 �, I I EASEMENT � 1 / , i 0 _ 0 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH '? p 10,480 SF \ THE FINAL PLAT. 0 I o 2 oI 6'0 148 pd 11.8 ' N 8,60 f F s � �o ` ` 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED N I r O O. O 9,003 SF op \ o. p0 ` \ I SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. cp 23 ��2D0 O \ \ I 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH N 9,606 SF 2,755 SF 01 8,640 SF \ \ IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE I 131.53' 22 i O PROPOSED 72' ACHD p' PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. I N V0� 2�2'4� 6'p/ / p0 O3 200 \ \ RIGHT-OF-WAY 1-56ga M�0N i �2 \ \ 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, (DISCOVERY PARK 1 Co ' NO 8,640 SF \ \ WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION PHASE 2) ,, / o �o THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED o O N QR, 6pd O O. �2p0 N� COMMON LOT \ \ CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS N N ESN 6 \ \ BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A 9,990 SF I GP� i �0 8,640 SF 44,6073 SF ` \ I 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 \ 3.61' 1 1.55' 6660 O p p \\ \\ OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION d � \ 143.70' / � BLOCK 3 r'o 8,640 SF \ \ THEREOF. m \ �' 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD. AND S. RECREATION AVE. IS PROHIBITED. �j A 65 All' 66 � � ` I 7,920 SF 7. COMMON LOT 11, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE Z \ _ 44.8g o \ \ TO PROVIDE ACCESS FOR LOTS 12 AND 13 OF BLOCK 1. COMMON LOT 26, BLOCK 1 IS _37 92\ ,88 p0 7 p 00 A \ I SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 24 AND 25 OF BLOCK 1. COMMON LOT 40, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT w \ 1O 7,920 SF FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 41 AND 42 OF BLOCK 1. SAID o o - \\ ,6660 O p' p0 6g� g6 COMMON�96�R. \\ \\ ASSSIGNNS. SOTS SHALL AID COMMONELOTSNED AND ARE ALLSOAINTAINED BY THE SUBJECT TO BLANKET UTILITY EASEMENTS FOR OR a w N 7 920 SF 66 \ \ PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. Z a N o -67.24' \ �p 7,920 SF \ \ \\ 37.91' �,\ � 10 0d \ \ APEX EAST SUBDIVISION o I \\ \\ �0 7,920 SF 38.09 MERIDIAN IDAHO o I I \\ \\ p. \ \ � I \ \ 6600 MAMIE INVESTMENTS CO LLC \ \ PLAT LAYOUT N I I \ \ S1405131304 \ \ Y COMMON LOT \ \ Z I \ pd \ n I 11 \ \ 66 \ \ �SS\ONAL 3 I 48,510 S F \\ �� <c,� \ ��F �\0 E N S6860 F 0 15' ACHD \ h 1 �-SIDEWALK \ � r EASEMENT \ Q�Q 64 /30/2oP�o v E N G I N E E R I N G o h c OF 5725 NORTH DISCOVERY WAY 1z C K\N�� BOISE,IDAHO 83713 - - 191 55 \\ PHOkmeng8p.com6939 DATE: DECEMBER 2021 PROJECT: 21-035 SHEET NO. m I 0 a I IMPRESSIVE EAST RIDGE 0 50 100 150 k\\ I I SUBDIVISION No. 1 E� Plan Scale: 1" = 50' -Q R R/W R/W R/W R/W R/W R/W R/W-o R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W ,/W R _ R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W e \- - - - - - - - - - E. LAKE HAZEL RD. - - - - - - -p - - - - - - - -® - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -® - - - - - - - - - - - - - - - - IMPROVEMENTS TO BE cLn c CONSTRUCTED WITH LAKE 0 G T G - G HAZEL CDA PROJECT - - 00- - - - - - - - - - - - - - - - - - - - - - - - - E. LAKE HAZEL RD. -- - 12"W 12"w= CL .4p - - - - F - - - - - - - - - - - - - - - - - o \- N N 12 PROPOSED PRESSURE � 12"SD 12"SD 12"SD 12"SD 12"SD IRRIGATION PUMP STATION - - - - - - - - �4L__ P �� - -� - - - - - - - DP W R RW R � R R RW R R R R RW R R R RW RW W 4-4 R - - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - _ Rom_CHECK STRUCTURE TO - -VW R/W R/W R/W R/W R/W R/W R/W R R/W R/W R/W /W R/W R/W - - - - - - - - - - - - - -R/W R/W �RfW RfN BE RELOCATED UPSTREAM 1 18 1 ` s" t \ \ WITH LAKE HAZEL CDA 1s"ci� a" PROJECT 37' TBC-TBC w \ \ ��� PROPOSED 57' Pi PIA ACHD PROPOSED DIVERSION BOX RIGHT-OF-WAY i TO BE INSTALLED WITH J _ w�?) w LAKE HAZEL CDA PROJECT \ \ S?� S \ \ e (LAKE HAZEL CDA) I ' '38'-� 20.5' MERIDIAN RURAL FIRE r1 I W W a 12 \ 13 _ ?�S�A \ � \\ �\ R7317670010 PROTECTION DISTRICT � \\ � Fc S1405212420 i 2j5 \pA F LOT 1, BLOCK 1 CONNECT TO S. N 3� �� �V RAAP RANCH SUBDIVISION i / \\ F RECREATION AVE. � IMPROVEMENTS TO BE W -00 CONSTRUCTED WITH LAKE w w SSMH #B-4 HAZEL CDA PROJECT RIM:2751.20 „W 8.. 8.1W ��'�•�� DEPTH:8.2' \ \\\\\INV OUT:2742.99 8" (SW) \ 8„S „S 8"S s SSMH #C-6 RIM-2751.36 DEPTH:8.2' \ W \\ I \ SECONDARY EMERGENCY " Lu �" INV OUT:2743.16 8" (SE) ACCESS/SHARED DRIVEWAY. I 54.7' of 8" PVC C� 0.60% \ 151.0' of 8" PVC Q 0.62% -2752- \\\ \ \ \\( INSTALL BOLLARDS PER N •w i I MERIDIAN FIRE DEPARTMENT'S w �. a 10 8"N, REQUIREMENTS. w ao f I R M SSMH #B-6 S M��l�/T SEWER ALIGNMENT"C"- \ \ \ \\\ \ DEP750.6 ' q�/VTO 8"W REFER SHEET PP3.2 FOR e N I INV IN:2742.66 8" (NE) SANITARY SEWER PROFILE - �` _MEN o \ � AI,T_ INV OUT:2742.56 8" (S) \ 8 SSMH #C-5 o �, 9 8 S �L RIM:2751.38 DEPTH:9.3' N I 10' MULTI-USE PATHWAY TO BE r y W W w ?�S�� W INV IN:2742.22 8" (NW) \ \ \ \ KEEP SUBDIVISION No. 1 CONSTRUCTED WITH APEX EAST INV OUT:2742.12 8" (SE) / \ \ \\ ,'. SUBDIVISION \ CD 8 0 © 51' 37' S. RECREATION AVE. oo IMPROVEMENTS TO BE a0 ^ w i I CONSTRUCTED WITH THE oo s \ LAKE HAZEL CDA PROJECT o \ \\ ��RPL r ' �: •� ' I 7 \ N BLOCK 1 \ �� �� 31' TBC-TBC LIMITS OF LAKE HAZEL N CDA/DISCOVERY PARK ko PHASE 2 PROJECTS �60' i o \ BLOCK 1 10 a. ?,So \ a Cp. I �\ a\ ���' �\ PRELIMINARY ENGINEERING NOTES I I / \\\ 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE �56.5' \ O + s 347.8 of 8' PVC ® 0.42% \\ LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE 12" WATER MAIN IN S. III SSMH #B-2 w; / \ \ \\ \ RECREATION AVE. THAT IS PROPOSED WITH THE DISCOVERY PARK PHASE 2 IMPROVEMENTS 14.5' RIM:2749.34 21 \ o\ \ \ \\ AFFLECK AND LAKE HAZEL AND RECREATION AVE. CDA IMPROVEMENTS. / a DEPTH:8.2' Q R7317670020 INV IN:2741.22 8" (N) < a s ��O 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL �W INV OUT:2741.12 8" (S) rn y3 G \ \ \\\ LOT 2, BLOCK 1 BE SERVED BY THE 8" SANITARY SEWER MAIN THAT IS PROPOSED WITH THE DISCOVERY II p O9 o0 2� / \ \ \ \ \ RAAP RANCH SUBDIVISION I PARK PHASE 2 IMPROVEMENTS. DISCOVERY PARK I > I 18' ACHD O5 �2� _ \\\ 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE CITY OF MERIDIAN I Q SIDEWALK \ N O r SSMH #C 4 \ \ I DETERMINED WITH THE FINAL PLAT DESIGN PHASE. a, vi -o RIM:2749.89 S1405212410 O:n N _ EASEMENT �, \ \\ �z � DEPTH-9 \ \ 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH \ Q b a r a \ ��� INV IN:2740.66 8" (NW)\ THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. \ u SEWER ALIGNMENT"B"- 111 o 0 3 �, INV OUT:2740.56 8" (S) \ 1\ \ \ \\ 5. THE PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH \ w ;' I REFER SHEET PP3.2 FOR o O O N� \ \ \ \ \ \ \ I I SANITARY SEWER PROFILE �+ ® f o \ \\ �� \\ I THE FINAL PLAT DESIGN PHASE. A PRESSURE IRRIGATION PUMP STATION SHALL BE CONSTRUCTED WITH THIS PROJECT. " O > 40.0' of 8" PVC @ 0.42% 23 � � 6. THE STORM DRAIN SYSTEM FOR THE PUBLIC ROADWAYS WILL BE DETERMINED WITH THE f 1 I I I a � O SSMH 4C-3 k \ \ \ CINAL ONSIST�OFDESIGN S EPAGEHBEDS. IT IS ANTICIPATED T E GEOTECHN CAL THAT INVESTIGATIION FOR IAPEXC33IES EAST W I S. RECREATION AVE. a M.27 9.83 Soo \ \ \ I IMPROVEMENTS TO BE o DEPTH:9.5' `b \ \\ \ \\ SUBDIVISION, PREPARED BY ATLAS AND DATED 7/27/21, ESTIMATES THE GROUNDWATER CONSTRUCTED WITH THE INV IN:2740.39 8" (N) SHARED DRIVEWAY \ \ \ \c�\ DEPTH TO REMAIN GREATER THAN 20-FEET BELOW GROUND SURFACE THROUGH THE YEAR. 7L i I DISCOVERY PARK PHASE N \ 7 INV OUT:2740.29 8" (W) \ \ \ t THE INFILTRATION TEST RATES THROUGHOUT THE SITE WERE DETERMINED TO BE GREATER w I 2 PROJECT N O A \ �\ \ THAN 12-IN/HR, WHICH SHOULD RESULT IN A MAXIMUM DESIGN INFILTRATION RATE OF 8-IN/HR. w 3 2j � \�\ a I I a\ O R9 s kp0 „s Y 26 : \ \ \ \ I 7. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE N B \ / \ STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE m I \ o PI 6 I- I r O \� o IRRIGATION. \ \ \\ \ \\\\ 8. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED Z I _ 00 EWERALI NMENT" \ DURING THE FINAL PLAT DESIGN PHASE. 1 8"W 8"w pR.k / S G C \\ \\\\ D I� O R MM2748.52 1+00 2+00 E.WICKHAM 'S REFER SHEET PP3.2 FOR \ �w u a SANITARY SEWER PROFILE 9. REFER TO SHEETS PP3.2 AND PP3.3 FOR THE SANITARY SEWER PROFILES. 0 X/ I I I �' a DEPTH:(9' 8"S - 8"S 8"SI I 25 \ 1 \ \ \ a PROPOSED 67.5' INV IN:2738.72 8' N) a174.0' of 8" PVC 0.42% 174.7' of 8' PVC @ 0.42% \ \\\\ I 10. REFER TO SHEET PP3.4 FOR STREET SECTIONS. -1 X/ ACHD INV IN:2738.72 8" (E) 27 \ \ w P� 11. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL RIGHT-OF-WAY INV OUT:2738.62 8" (S) \ # \ \\ (DISCOVERY PARK SSMH C-1 \ \ \\ a I /I♦ a PHASE 2) I r, D PTH 996'S 28 P� ♦ \ \\ \ PLAT DESIGN PHASE. a I �� INV IN:2739.55 8" (E) ♦ 1 \ \ \ \ \\\\ g 42' TBC-TBC 1 o °D _ INV OUT:2739.45 8" (W) ♦ Y \ \ \\ APEX EAST SUBDIVISION 42' 25.5' O \ + 165.4' of 8" PVC ® 1.75% 29 P` QQ \ \ \ \\ , 30 ♦ `� �� �� \` MERIDIAN, IDAHO N l 32 31 too PRELIMINARY ENGINEERING PLAN z I I PI PI I O / ♦ Z EXISTING SSCp #A-2 n p� RIM:I2750.10 / - - - - - - - - - cn SSMH #A-3 A` DE H:15.2' -0o RIM:2747.95 / ♦ `00 ``V S\pNAL £H INV I'N:2734.96 8" (E) a DEPTH:12.3' P� �/ INV OUT:8734.951 8" (W) INV OUT:2735.62 8" (W) \ ♦ G� pF�'SENSFD%Y Z E. OPTIMUM ST. 1 - CL p, -ED- -ru w EXISTING SSMH'#A-1 a ED- IED-ED_ -E� ED z Ri - / /MED 860 w / IM:2*7.72 D � cn -� ED ED -�` �' - - - ED DEPTHI:12.9' 1+00 7160.0' 2+00 3+00 III 1+00 J� 123021�0 ENGINEERING o �I� C�1:2734.78 $" (E) \ S 8'1,S �/ \ y<TF OF �N�l�v 5725B NORTH RTISE,HD DISCOVERY 3WAY of 8" PVC @ 0.42% a I /N C• K\ PHONE(208)639-6939 .�'�0.0' of 8" PVd © 0.42% -'- - - - - - - k I I n SEWER ALIGNMENT"A" C kmengllp.com m REFER SHEET PP3.2 FOR \ DATE: DECEMBER 2021 NEI SANITARY SEWER PROFILE g \ PROJECT: 21-035 d g CONNECT TO DISCOVERY \ PARK PHASE 2 SHEET NO. 0 I I IMPROVEMENTS i 3 PP3.0 3 • \ \\\\ 0 50 100 150 Q \ \ \ �� ♦ \ \\ \\\ \ \\\\ E. WICKHAM ST. Plan Scale: 1" = 50' io � N `�` \ S` ♦ 41 \ \ \ N l PI I I 00 SSMH #A-3 N ♦ \ �� \ \ RIM:2747.95 / ♦ / \ \ \\\\ DEPTH:12.3' / V I co _ INV OUT:2735.62 8" (W) ♦ vv I / \ _ ♦ \ I I I E. OPTIMUM ST. _ _ ED ED ED QED ED ED 39 ED 42 \ w \ \ \\\\ I - ED -ED ED \ \ \ \\ D +. ED i I ED ED � D ED ED ED Fn_ 40 ' SHARED DRIVEWAY 1 w \\\\ ED o n 37.6' of 8" PVC ® 0.43% \ \�^ \ \\ FtP\ AFFLECK \�/ `I \ 8"S + �� ♦ SSMH #F-2 ``� I \ \\I \\\ \\\\ FpRRMEN� R7317670020 / RIM:2750.48 I / / 37 DEPTH:8.8' 1 '• \ LOT 2, BLOCK 1 k I s _ O INV IN:2741.75 8" (E) I \\'\ \�� RAAP RANCH SUBDIVISION - \,�'� INV OUT:2741.65 8" (W) 67.32 'I DISCOVERY PARK I 134.6' of 8" PVC 0 0.72% \ \ \ \ \ wl- CITY OF MERIDIAN S140521241U I I p I \ i • I 9 � _ SEWER ALIGNMENT"F"- ��I I . • II a O I °- REFER SHEET PP3.3 FOR SANITARY SEWER PROFILE E. a•�I g'S O \ \ \\ \ \ $., .S o 8„ p�G SSMH #F-3 \ \ \ \\\\\ N I g^W o, 25a.2 { RIM:2750.45 d'. \\� \ �� \ \\\ I p s N 8„W_ 8"W _$•e, DEPTH:8.5' 1+00 2+00 3+00 INV IN:2742.01 8" (S) \\ �� 81"S 8"S s INV OUT:2741.91 8" (W) 203.1' of 8" PVC @ 1.81% 42' SSMH #F-1 k \ \1I I I ' SSMH #D-1 RIM:2749.03 7 N o \\ \ \\\ 56.5' I I I RIM:2748.11 DEPTH:8.6' I O \ \\� \ P \\ KEEP SUBDIVISION No. 1 INV IN:2740.56 8" (E) \ \c � \\\\ INV IN: 736 INV OUT:2740.46 8" (W) 6 I 31' TBC-TBC \ s oo INV IN:2736.79 8" (S) O \ \ \ ® I I M INV IN:2736.79 8" (E) ) 5 �o INV OUT:2736.69 8" (N) w o N } O/ f 46 \\\ \ \ � • I a 10 n w ► W s _D / y O � \\ \c \ \ - - - - I • ► I 1 �s vi � \\\ \ \ \\ I W w I • I / BLOCK 4 I PI / u'60 - 47 I I a I �+ f' ��' SEWER ALIGNMENT"F"- N� � 11 / ` \ �� �\ I I ^ REFER SHEET PP3.3 FOR I I 348.9' of 8" PVC ® 0.42% 27 / 18 SANITARY SEWER PROFILE \ w� �5" \ I I I SEWER ALIGNMENT D I I REFER SHEET PP3.3 FOR co I I SANITARY SEWER PROFILE �- I °° I ry I I / 16 cpt SSMH #F-4 �i \ RIM:2751.81 CP; \ \ w o s: 26 O INV IN:2743 DEPTH-8B .S' N \\ \ \ ,pic S. RECREATION AVE. I 19 ( ) IMPROVEMENTS TO BE 6 ^� y INV OUT:2743.61 8" (N) g•�N \ � � �Gy IL CONSTRUCTED WITH THE I hM / N��. \\ \ \ 0� 9p� DISCOVERY PARKPARK PHASE I 00 - o � SSMH #E-1 P\ o RIM:2750.41 I co DEPTH:8.2' t I \ w \ \ \ FUTURE ACHD ROAD AND a, SSMH #D-2 INV OUT:2742.21 8" S P\ 9 \2jS? r I I RIM:2749.22 60' ( ) 176.2' of 8" PVC 0.62% // I � r � /" •o \ \ / \ \ \ BOX CULVERT LOCATION DEPTH:11.0' P• cn �: \ PRELIMINARY ENGINEERING NOTES w g28i5' INV IN:2738.36 8" (S) I• r "'s I 14 8•V� � r �\ � \ \ \\ I I I INV 0/738.26 8" (N) I " o k �kOp O \ 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE SEWER ALIGNMENT"E"- o s LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE 12" WATER MAIN IN S. REFER SHEET PP3.3 FOR P o N B'� s i 164.5' of 8" PVC ® 0.82% \ \ \\ RECREATION AVE. THAT IS PROPOSED WITH THE DISCOVERY PARK PHASE 2 IMPROVEMENTS SANITARY SEWER PROFILE y o $ i \ \ AND LAKE HAZEL AND RECREATION AVE. CDA IMPROVEMENTS. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL I I I °� / - 't a 13kp $s pq, SSMH #D-6 �' k �; A \ I BE SERVED BY THE 8" SANITARY SEWER MAIN THAT IS PROPOSED WITH THE DISCOVERY / �� G LRIM:2752.06 0 BLOCK 2 \ \ \ PARK PHASE 2 IMPROVEMENTS. I I 15' ACHD / O tit i" 9^N 5 Pv DEPTH:8.2' I I SIDEWALK / CP p 8 0{ $ i INV OUT:2743.86 8" (W) `r 2 \ \ \� �\ 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE ' \ DETERMINED WITH THE FINAL PLAT DESIGN PHASE. N i EASEMENT / / / r• N 12kpp 2�9 1 / O \ _ / \ 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. I, I 158.6' of 8" PVC @ 0.42% N T w IID / SEWER ALIGNMENT"D"- SSMH #F-5 co o 23 1+00 i REFER SHEET PP3.3 FOR 2 RIM:2753.26 �,G RPRR \ \ \ I 5. THE PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH i �SSMH #D-5 SANITARY SEWER PROFILE O DEPTH:8.2' N �p �S�M \ \ \ \ THE FINAL PLAT DESIGN PHASE. A PRESSURE IRRIGATION PUMP STATION SHALL BE • I SSMH #D-3 22 7 $� 1 $S RIM:2751.61 INV OUT:2745.06 8" (N) / F CONSTRUCTED WITH THIS PROJECT. PROPOSED I ACHD I RIM:2750.25 \ 6 i DEPTH:10.6' PI W w W w w w w W W w \ \\�' \\ DEPTH: 1.2' P o_ INV IN:2741.1 1 8" (E) O / \ \ w �\ \ \ 6. THE STORM DRAIN SYSTEM FOR THE PUBLIC ROADWAYS WILL BE DETERMINED WITH THE RIGHT-OF-WAY I a 1j `� \ \ \ \ FINAL PLAT DESIGN PHASES. IT IS ANTICIPATED THAT THE STORM DRAIN FACILITIES WILL (DISCOVERY PARK INV IN:2739.13 8" (S) 1 8' p 8� INV IN:2741.11 8" (N) ��h �� CONSIST OF SEEPAGE BEDS. THE GEOTECHNICAL INVESTIGATION FOR APEX 33 EAST PHASE 2) , I INV OUT:2739.03 8" (N) 1 : P\ �pk0 42% % INV OUT:2741.01 8" (W) / �� 2jS4� \ �, \ SUBDIVISION, PREPARED BY ATLAS AND DATED 7/27/21, ESTIMATES THE GROUNDWATER 0• �� / \\ I DEPTH TO REMAIN GREATER THAN 20-FEET BELOW GROUND SURFACE THROUGH THE YEAR. P s v��NO $ \ \ \ \��'�- I I I THE INFILTRATION TEST RATES THROUGHOUT THE SITE WERE DETERMINED TO BE GREATER 0 72 I GP \, o{ i / \ W W W W \ III I THAN 12-IN/HR, WHICH SHOULD RESULT IN A MAXIMUM DESIGN INFILTRATION RATE OF \ \ \ I I 8-IN/HR. 77.6' of 8" PVC Q 0.43% 9k00 \ \ \\ \ , 47 TBC-TBC' `� 7. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE PI PI , o'k ,5 j j BLOCK 3 / w W W W \ w - w STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE N / o $ i / \ �� \ A IRRIGATION. o < l \ OPEN IRRIGATION DITCH �" I Q � � \ ` � �/ .�"i � // / W �, W �, � w \ \ � \ 1 \ I 8. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED wz Z \ I O TO BE REMOVED \ \ ,120' \ \ \� 4 11 W DURING THE FINAL PLAT DESIGN PHASE. o I Q I SSMH #D-4 9. REFER TO SHEETS PP3.2 AND PP3.3 FOR THE SANITARY SEWER PROFILES. 8"W RIM:2750.69 10. REFER TO SHEET PP3.4 FOR STREET SECTIONS. ,v DEPTH:1 1.2 INV IN:2739.56 8" (E) 11. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL V) I \ INV OUT:2739.46 8' (N) / / = / w\ w \ PLAT DESIGN PHASE. �\ a ' APEX EAST SUBDIVISION WV- \ 24" GAS MAIN CONNECT TO DISCOVERY I I I \ w_22" GAS MAIN W 1 w MERIDIAN IDAHO a PARK PHASE 2 \ \ \ 1 IMPROVEMENTS \ v \ voo z /�'� ��� , w � I w ,✓ \ �, �, �, �, �, \ ,/a MAMIE INVESTMENTS CO LLC \ PRELIMINARY ENGINEERING PLAN z INSTALL STEEL CASING I A \/ S1405131304 8\ \ / FOR WATER MAIN PER \ \ 5 WILLIAMS PIPELINEtAAL 3 REQUIREMENTS rE N S z 15' ACHD \ \ y�� �P a 10' WIDE CITY OF �\ f� a I I SIDEWALK \ 1���� \ MERIDIAN PATHWAY EASEMENT \\ \Q�� I �\ 860 w I I l� Q \\ �D g12130121�ov ENGINEERING w w w W ` W / �� 5725 NORTH DISCOVERY WAY 4 TF \pP \ I CONCRETE IRRIGATION 'S'</ OF \N�� BOISE,IDAHO 83713 DITCH TO BE REMOVED a NC. K �\ PHONE DATE: DECEMBER 2021 a I � \ \ PROJECT: 21-035 I � SHEET NO. m I N I a 2760 2760 2760 2760 Of Z o cn cn O z " O ": 0 00 (V O w . 00 Z W`� O O 00 QO 00 .. 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THE LOCATION AND a ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE DETERMINED AT FINAL DESIGN. 2740 174.7' of 8" PVC @ 0.42% 0 174.0' of 8" PVC ® 0.49% 2740 a 0 0 40.0' of 8" PVC @ 0.42% D g EXISTING GROUND CENTERLINE OF SEWER PI E ALIGNMENT N APEX EAST SUBDIVISION 2735 2735 MERIDIAN, IDAHO a z o N o N PRELIMINARY SEWER PROFILES Y C6 c6 06 6 0i of 6 0i ai O o 0 0 N N N N N N N N N N N N N N N N N N S�ONAL £N LENSLD Cry 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 z 16860 d J� 12/30/21�0 ENGINEERING m v �C� lF OF �� !`� 5725 NORTH DISCOVERY WAY SEWER ALIGNMENT C ti<,N K�NS BOISE,IDAHO 83713 a PHONE(208)639-6939 0 50 100 150 0 5 10 15 kmengllp.com Plan Scale: 1" = 50' Profile Vertical Scale: 1" = 5' DATE: DECEMBER 2021 PROJECT: 21-035 SHEET NO. m 0 N a 2765 2765 2760 0 2760 ^ .. 0 0 00 0 °° ao 00 U- zo " oo ao (0 o p oCOo ,. o Z p �" M co N O comp 00 0i2755 O �i o Co O M � p. 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MQ NN D 2MNH — - - - - — — +N � 0 2NN � ZZ O v�i(nEw > > - - - - - - - - - - - - - 2750 2 M N = O " EXISTING GROUND N N o z z - - - 2750 �a � > ��� oZZ Z -- - - - — - - — N H_ W — — — — (n(n 0_ 0 z — — — 11 2745 2745 249.1 of 8„ PVC ® 344.1' of 8" PVC ® 0.42% 2740 2740 158.6' of 8" PVC ® 0.42% 348.9' of 8" PVC @ 0.42% 134.6' of 8' PVC ® 0.72% 77.67 ' of 8" PVC ® 0.43% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2735 2735 O N O N N c0 rn N M M co I� a0 a0 O M c0 I� rn O O O Co Co Co Co Co 00 00 00 00 m 0) 0) O O O O p p N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SEWER ALIGNMENT D 0 50 100 150 0 5 10 15 Plan Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2765 2765 2765 2765 J ^ O z O � 2760 0 3�: 2760 2760 2760 z O �� O p co Co ^ o p (� co Co .. 0 Co c0 ui 0 o p 3 3 O ^" LL 00 Ln'n(0 O `� 0 ^.. 0 w o L� Ki N. N � � 0 �" p `�2 O 00 O — L4� NN M 0q ^ O 00 ^^ z 6 - 00 O 00L 00 N +in CR 0(00 O I- � N O d ; i< 00 a0 L` 0> �j ao- 2 N O 2755 + (" (" `" 2755 2755 0 00 0 p o m r- Q o > 2755 N N I�M 00 N (/7 _ W O CO li ao 00 07 p M N Z Cl- N�00 r I pQi1) � N 2�N = Z O NNO_ 0 _ V) W > > > I - � NN O � p p O- I �" 't L�� � H — N N Of p z z z EXISTING GROUND W r-Ln 0 00 _ I� I� U-�i a; CO N L p CR N °) 00 N Z) (�i� w > > I (c!— '1: pj � +� � � +� = z =u)N = z O EXISTING GROUND z z — _ — O (n(n FE o _ — =NN � 0� r � N =MN = Z O 2MNH — 0 �Q W - - — _ - - NN0_ � Z +� = Z Z O (�nH� W Z Z NNE Z Z (��� 0 Z Z - - - - - - - - - - - — - - _ _ — — — — 2750 2750 2750 �Q� a- » (n(no _ - - - — - - - - - - - - — — - - - - - 2750 (n H_ W (n(n� ozz z - - - - 2745 2745 2745 164.5' of 8" PVC 2745 Li 380.0' of 181 © 0.42% 176.2' of 8" PVC © 0.62% 258.2' of 8" PVC 0.42% 2740 2740 2740 1' of Pvc @ 1 81% 2740 203. 37.6' of 8" PVC @ 0.43% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2735 2735 2735 2735 cD N 0� cD M c0 00 O M 10 O M M 1p r� 00 M c0 00 O O Co 00 00 CA CA m 0) 0 O O O O O O N N N N N N N N N N N N (V N N (V N N N N N NNN X N M v d 0+50 1+00 1+50 2+00 2+50 3+00 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 a r z w D u 0 O z SEWER ALIGNMENT E SEWER ALIGNMENT F w 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 a 0 Plan Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 0 D a 0 APEX EAST SUBDIVISION N O N MERIDIAN, IDAHO a n PRELIMINARY SEWER PROFILES z Y Z 2 S�ONAL £N LENS Cry F` z a z 16860 J� 12/30/21�0 ENGINEERING NOTE: �C� qTF OF !`� 5725 NORTH DISCOVERY WAY SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND C K�NS BOISE,IDAHO 83713 a ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE PHONE(208)639 6939 DETERMINED AT FINAL DESIGN. kmengllp.com ii DATE: DECEMBER 2021 PROJECT: 21-035 SHEET NO. m 0 N a 60' RIGHT—OF—WAY 0.5' 16.5' TBC—CL 16.5' CL—TBC 0.5' 5' SIDEWALK 8' PLANTER 7.5 9 91 7.5 8' PLANTER 5' SIDEWALK 3:1 MAX. PARK LANE—TBC THRU LANE THRU LANE PARK LANE—TBC SLOPE TO EXISTING 1' LANDING, ��//��//��//��//��//i�/ / / / / //%\ \ \\//\\//�\//�\//�\//�\ /\ TYP. 3" ROLLED CURB ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"—MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT—RUN SUBBASE STREET SECTION A ( LOCAL) SCALE: NTS 60' RIGHT—OF—WAY 0.5' 16.5' TBC—CL 16.5' CL—TBC 0.5' 5' SIDEWALK 8' PLANTER 7.5 9 9 7.5' 8' PLANTER 5' SIDEWALK 3:1 MAX. PARK LANE—TBC THRU LANE THRU LANE PARK LANE—TBC SLOPE TO EXISTING 1' LANDING, /j\/\\/ / \/ \ \/ 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"—MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT—RUN SUBBASE STREET SECTION B ( LOCAL) SCALE: NTS 81' RIGHT—OF—WAY 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC—TBC 12' MEDIAN 21' TBC—TBC 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING / 1' LANDING, \\ �\\/�\// \\/ 6" VERTICAL CURB AND GUTTER, TYP. ASPHALT PAVEMENT 6" VERTICAL CURB, 3/4"—MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE TYP. 6" MINUS PIT—RUN SUBBASE STREET SECTION C ( LOCAL) SCALE: NTS 25' COMMON LOT 20' DRIVEWAY CONCRETE 3/4"—MINUS CRUSHED AGGREGATE BASE STREET SECTION D (SHARED DRIVEWAY) SCALE: NTS 40' COMMON LOT 20.83' 0.5' 20' 8' PLANTER 5' SIDEWALK 18.83' 0 d m , 3" ROLLED CURB o COMPACTED SUBGRADE AND GUTTER, TYP. a CONCRETE Z 3/4"—MINUS CRUSHED AGGREGATE BASE w Q STREET SECTION E (SHARED DRIVEWAY/SECONDARY EMERGENCY ACCESS) v a SCALE: NTS 0 APEX EAST SUBDIVISION N O N MERIDIAN, IDAHO a z PRELIMINARY STREET SECTIONS Y Z a 20' 8.83' PLANTER 5' SIDEWALK S�pNAL £H ENSF z a w /\/\ 16860 0 m \ \/\\/\\/ \/ E N G I N E E R I N G / \// F v / NOTE: Cry OF �!` 5725NORTH DISCOVERY SWAY STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED //�/ C KEN AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING P BOISE, DAHO 837HONE(208)639 6939 REPORT AND ACHD'S REQUIREMENTS. kmengllp.com COMPACTED SUBGRADE CONCRETE 3/4"—MINUS CRUSHED AGGREGATE BASE DATE: DECEMBER 2021 PROJECT: 21-035 0 STREET SECTION F (SHARED DRIVEWAY/SECONDARY EMERGENCY ACCESS) SHEET NO. SCALE: NTS N a