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PZ - Pre-plat VICINITY MAP : 111=2,0001 APEX WEST SUBDIVISION PRELIMINARY PLAT A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHEAST 1/4, THE NORTHEAST 1/4 OF THE SOUTHWEST ELu W 1/4, AND THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, Q� BOISE MERIDIAN, ADA COUNTY, IDAHO. Q w BRIGHTON INVESTMENTS LLC DWT INVESTMENTS LLC � S1131244500 S1131131675 \ E.LAKE HAZEL RD. PRELIMINARY PLAT DATA RESIDENTIAL AREA (R-2) E. QUARTZ CREEK ST. SITE DATA — — — — — APEX WEST SUBDIVISION CURRENT ZONING R-2 ` .r FUTURE PRE-PLAT BOUNDARY PROPOSED ZONING R-2 `fG RESIDENTIAL R-8 COMPREHENSIVE PLAN DESIGNATION LOW DENSITY RESIDENTIAL ` �� 34 (np �n BLOCK6 BUILDABLE LOT AREA 6.795 ACRES 11 � 43 35 33 COMMON AREA 3.143 ACRES � RESIDENTIAL ZONE �.9 36 FUTURE ROW AREA 1.423 ACRES TOTAL AREA 11.360 ACRES BOUNDARY ` RESIDENTIAL R-8 37 BLOCK 6 OVERALL LOT DATA \ 1° BLOCKb 32 TOTAL LOTS 9 0 Q RESIDENTIAL LOTS 8 9 COMMON LOTS - LANDSCAPE 1 39 0 MINIMUM PROPERTY SIZE 27,196 SQ. FT. RESIDENTIAL O� AVERAGE PROPERTY SIZE 36,998 SQ. FT. R 2 ` 0 O 6 to 0 150 300 450 DENSITY O 41 OQ 0 11 Q 1111111119- GROSS DENSITY 0.70 UNITS/ACRE FA Plan Scale: 1" = 150' NET DENSITY 1.18 UNITS/ACRE t9 I 4z 10 Q lz O13 30 BLOCK 10 RESIDENTIAL AREA (R-8) / (D I Q 14 JamSITE 29 DATA CU RENT ZONING R-8/R-15 / SHAPER VIEW ESTATES I is ,OQ 28 3z LEGEND PROPOSED ZONING R-8 SUBDIVISION / 1O 27 33 COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL i�EG 16 1' % E���� I fc fc z6 34 MURGOITIO LIMITED — — BOUNDARY LINE BUILDABLE LOT AREA 32.319 ACRES PARTNERSHIP \ COMMON AREA 7.771 ACRES EG I to to 35 Off. Q s S1131417220 OFFSITE PROPERTY LINE ROW AREA 13.665 ACRES EG zs TOTAL AREA 53.755 ACRES 1s O[)\ I w \ 36 OVERALL LOT DATA > f LOT LINE dc ��' — — — SECTION LINE TOTAL LOTS 232 , ' Q 19 \f� Q PJ RESIDENTIAL LOTS 199 I 31 R_8 PROPERTY ZONE COMMON LOTS _ LANDSCAPE 28 / m 23 24 Q (D N� COMMON LOTS SHARED DRIVEWAY 3 / ro Q I J 0 pN 30 10 LOT NUMBER COMMON LOTS - ALLEYS 2 N BLOCK9 22 37 fc �\ < MINIMUM PROPERTY SIZE 4,796 SQ. FT. / I I zo 21 38 \\� <v `" 29 AVERAGE PROPERTY SIZE 7,074 SQ. FT. RESIDENTIAL I DENSITY / / .'�' 14 9 0 Q R-8 0 GROSS DENSITY 3.702 UNITS/ACRE 0 39 fG of SURVEY CONTROL NOTES NET DENSITY 6.157 UNITS/ACRE 13 BLOCK7 a\ 44 43 az a1 ao 12 11 to �fG 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE �9 COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL 27 (NAVD88) DATUM. FUTURE RESIDENTIAL AREA R-8 : 1 I ( ) E. EXTREME DR. 1 E. SNAG ST. za zs SITE DATA -'•�`o fd CURRENT ZONING R-8 PROPOSED ZONING R-8 O Q 25 COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL -iLL \ I zl Q Q Fq 0 17 8 19 20 Q 22 O 18 19 20 21 22 BLOCK6 x B`°1K5•:-- INDEX OF DRAWINGS FUTURE BUILDABLE LOT AREA 10.463 ACRES G 0 z4 0 a 0 ROW AREA 0.787 ACRES LL :\ LL 1� TOTAL AREA 11.249 ACRES 15 Z vi a • �� I BLOCK 8 SHEET NO. SHEET TITLE OVERALL LOT DATA 1 14 13 12 11 10 O O 0 Q 5 ' 16 16 14 13 12 11 10 09 Ds O PP1 .0 COVER SHEET TOTAL LOTS 2 ILL .W - FUTURE RESIDENTIAL LOT 2 — — — — — PP1 .1 EXISTING CONDITIONS FUTURE RESIDENTIAL AREA (R-15) O o o E. CRESCENDO ST. — — — — — — — — — — PP2.0 PLAT LAYOUT SITE DATA O I PP2.1 PLAT LAYOUT CURRENT ZONING R-15 PROPOSED ZONING R-15 I s3 9 ss se G ss s9 eo 61 ez 63 Di Qz Q 04 Ds Q Di Ds Q 0 11 lz COMPREHENSIVE PLAN DESIGNATION MEDIUM HIGH DENSITY RESIDENTIAL I PP2.2 PLAT LAYOUT BLOCK 4 FUTURE BUILDABLE LOT AREA 16.113 ACRES 33 COMMON AREA - LANDSCAPE 0.255 ACRES 43 13 I PP2.3 PLAT LAYOUT ROW AREA 3.349 ACRES WHITE FAMILY LIVING TRUST TOTAL AREA 19.718 ACRES S1131346600 a 0G 36 0 0 0 G 32 31 0 0 0 z' 0 0 ;;':. 14 PP3.0 PRELIMINARY ENGINEERING PLANS OVERALL LOT DATA TOTAL LOTS 2 4s ;:.•; ; I ! 15 PP3.1 PRELIMINARY ENGINEERING PLANS FUTURE RESIDENTIAL LOT 1 BLOCK z E. HIGH POINT ST. 0I ,1; 46 APEX NORTHWEST COMMON LOT - LANDSCAPE 1 17 PP3.2 PRELIMINARY SEWER PROFILES 47 u.i I w (R-15) SUBDIVISION No. 2 PP3.3 PRELIMINARY STREET SECTIONS 1 0 0 0 0 0 0 0 0 10 11 > 1 0 0 0 0 0 0 0 0 10 11uj is a OVERALL SITE 48 LLi a SITE DATA Q z0 < 19 I �' PPL1 .0 PRELIMINARY PLAT LANDSCAPE COVER TOTAL SITE AREA 96.082 ACRES I 49 0 sLocK3:1z::: :.ALLEY(PRIVATE)': Q :'i ::n:::';::':'; :-; BLocKz ...;1z::::ALLEY(PRIVATE). :' C7 zo I PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN Z J OVERALL LOT DATA 50 ~ zl TOTAL LOTS 245 WORTHINGTON vi J - I PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN aR-2 RESIDENTIAL LOTS 8 MANAGEMENT LLC G23 22 21 20 19 18 17 16 16 14 13 23 22 21 20 19 18 17 16 16 14 13 = 22 R-8 RESIDENTIAL LOTS 201 S1131346850 a R-15 RESIDENTIAL LOTS 1 sz vi RESIDENTIAL R-8 N COMMON LOTS - LANDSCAPE 30 z3 COMMON LOTS - SHARED DRIVEWAY 3 o COMMON LOTS - ALLEYS 2 E. PHENOMENAL ST. a r RESIDENTIAL ZONE D BOUNDARY o REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. Z I EAGLET LLC S1131347000 FUTURE APEX WEST SUBDIVISION o RESIDENTIAL R-15 N BLOCKIO APEX NORTHWEST BLODICKI SUBDIVISION No. 1 MERIDIAN, IDAHO (R-15) COVER SHEET 3 > Q DEVELOPER/OWNER Y BRIGHTON DEVELOPMENT INC. Z ~ 2929 W. NAVIGATOR DR., SUITE 400 SS\ONAL £Nc MERIDIAN, IDAHO 83642 F� co PHONE:co CONTACT( 08)JON 378-4WARDL 00 �o �\CENSFD y EAGLET LLC Ln o S1131347100 vi EMAIL: jwardle®brightoncorp.com 860 8116121 ENGINEER/SURVEYOR �-7 qrF P� I,/ E N G I N E E R I N G o C OF 5725 NORTH DISCOVERY WAY } IIIILLLLI RY WAY a 5725 NORTH DISCOVERY </N C. KEN ...-....•.• ' PHONE 208 639 69 Z — — — .� —Ef> IL t BOISE, IDAHO 83713 kmengllp.com — — --� — .-EP- EP - - - - - - - - - - - - - - - - - - -- - - - Ep - - - -EP - —EP PHONE: (208) 639-6939 - - - - _ _ _ _ _ _ _ _ EP_ _ EP_ - EP - PROJECT:— — — — — — — — CONTACT: LACHLIN KINSELLA, P.E. Digitally signed by DATE: 8/16/21 a N- - - EMAIL. Ikinsella@kmengllp.com \ " _ 21-028 Lachlin C Kinsella, P.E. EP � I �• IIIIIII " • . Date: 2021.08.16 20:52:24 SHEET NO. N � - N 06'00' P P 1.0 a \\ \ \ \\\1 7 I 1 \ \ _/ \ \ 0 �\QF P oP oP oP OP OP WATKINS, \DRAIN I x I I \ / \\\� �c / 0 150 300 450 1 III \ op Plan Scale: 1 - 150 op / \ APEX SEWER TRUNK \Op PHASE 1 PROJECT � �. � / /\�' i / IRR�ATION Pl�I o _2725— \ \ PROJECT BOUNDARY\ \ \ \\ \ \ r LEGEND GQA 'GI 2"GIOI 12"GI 2 cI _ — -_ =�-- EXISTING FEATURES \� \ \� \ s s s SANITARY SEWER LINE Ps Ps PRESSURIZED SANITARY SEWER LINE w w WATER LINE c c c GAS LINE c c c CABLE TV LINE op—op— OVERHEAD POWER LINE \ APEX SEWER T\RUNK OT OT OVERHEAD TELEPHONE LINE GI GI GRAVITY IRRIGATION LINE PHASE 2 PROJECT 24" GAS MAIN \ \ \ \ \ \ \ \ \ \ \ Pi Pi PRESSURE IRRIGATION LINE —SD—SD— STORM DRAIN LINE WATKINS DRAIN \ \ c \ � \ -� \ \ \ STORM DRAIN MANHOLE � SEWER MANHOLE IRRIGATION BOX wV WATER VALVE SHAFER VIEW ESTATES \\\�\ F� \ J� \ \ \22" GAS MAIN SUBDIVISION \ IRR _ IRRIGATION CONTROL VALVE WATER METER t � � \ — � \ � � � � \ \ \ \ � C iamm- FIRE HYDRANT FIRE HYDRANT CC-) POWER POLE POWER POLE POWER BOX ® POWER BOX \ \ EP EP EDGE OF PAVEMENT ED ED EDGE OF DIRT / �\ 1/ ✓ 30 2738.45 2743 I jeG loll 3o^G1��' MCBIRNEY LATERAL \ pG0 � � \ � 1 \ 30" PIPE MCBIRNEY LATERAL OPEN DITCH CONCRETE \c IRRIGATION DITCH \ / \ PROJECT BOUNDARY / \ WATKINS DRAIN 1 1 \ \ \\ \ \ \ IRRIGATION FIELD DRAIN PROJECT BOUNDARY VIP Iro \ \ \1 wE. CRESCENDO ST. w$ I WATKINS DRAIN ID POWER EASEMENT \ \ \ \ \ NI PER INST. No. 7524515cx WHITE FAMILY LIVING TRUST II I �1 \ \ \ <> � \ \\ S1131346600 I \ \ \ \ \ \ III I \ \ \2)3 \ \ APEX NORTHWEST \ SUBDIVISION No. 2 0 \ IRRIGATION PUMP \ \ \ \ I Lu (R-15) - \ a. _ APEX SEWER TRUNK — 00 \ \ \ \� \ \ \ \ N00 \ PHASE 2 PROJECT I �� \ APEX SEWER TRUNK — — PHASE 3 PROJECT \ APEX SEWER TRUNK — \ I \ PHASE 3 PROJECT \ WORTHINGTON o I \\� \ �2)3 \ 1 13 °° 1 \ MANAGEMENT LLC S1131346850 \\ ` \ '- ``" TAP Tf 8 S 18 8 18ILL, 18 18' 1 — S EG- - -EG — Ec_r, _ —Ec - - Ec — — Ec — — —Ec - - - - - — E. PHENOMENAL ST. "s 8"s — — — — TOP� TOP TOP101- TOP TOP TOP m I I WATKINS DRAIN \ \ — — — Z EAGLEI LLC �\ a S1131347000 \ \ \ \ ®1 I ) I \ z \ 0 OCLJ APEX NORTHWEST I I \ 0 \ \ \ \ \ SUBDIVISION No. 1 w I •_ m (R-15) \ \ \ \ \ 00 APEX WEST SUBDIVISION ,\ \ - - - - - EAGLE1LLc _ \ -\ - MERIDIAN IDAHO S1131347100 2>3s \ \ I ' 1 z 12 272924 � I I' EXISTING CONDITIONS g EXISTING TREES \ \ \ Y 12" 2735.03 CONCRETE I I \ Z \ IRRIGATION DITCH \ 12" PIPE (WATKINS DRAIN) I I 10 10 12" GRAVITY IRRIGATION PIPE 12" 2729.24 \ I \ . "P�— \pN A L — — — — — — — _ — E. LAKE HAZEL RD.- s `_ - �oF ENS /y 0 R R R FPw/A 1r(u 12" 2735.61 \ jy \ o - - - - - -= 860 — i'i' I ..; — :.... . ...:....•:....•......... .... •.:•....,: : . ....:_...... , , lii I — — s� 8116121 o Q\ \ \ I PROJECT BOUNDARY '�\\\\ �'— E N G I N E E R I N G \ I \ \ OVERHEAD POWERLINE \ \�`\\\�\ I L — \ �C F OF �� 1�,� 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 a \ \ \ I PHONE(208)639-6939 \ I D kmengllp.com \ I a�"� III�I DATE: 8/16/21 \ PROJECT: 21-028 SHEET NO. PP1. 1 a BRIGHTON INVESTMENTS LLC DWT INVESTMENTS LLC \\ \ S1131244500 S1131131675 \ \ w E. QUARTZ CREEK ST. \\ \\\ � \ 164.27' 214.51' 22.99' \ 122.36' \\ 0 60 120 180 Plan Scale: 1" = 60' FUTURE \ \ O RESIDENTIAL R-8 \ \v 11 \ 36,234 SF \\ 72Q \ J W W\ W \ \W Ap� � 4, 41,784 SF 3.45' \ A \ 13.45' \ A V `�Q bo \ � oo• 2 \ w 14.51' SHAFER VIEW ESTATES \\\ SUBDIVISION \ \ \ \ \ 1 45,916 SF 1 / \ I \ \ o \ \ G \ I 00W 48,502 SF W cn ao PRELIMINARY PLAT NOTES 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS g5.1a LISTED IN UDC TABLES 1 1-2A-6 AND 1 1-2B-3 FOR THE R-2, R-8, AND R-15 ZONING 63' DISTRICTS RESPECTIVELY. 1 co 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH �54� \ I \ 1, 1 n I Ci THE FINAL PLAT. COMMON LOT x / 23.81' Z I 3. ANY RE—SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED c SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 136,911 SF _ O 3F\ \ W W \ I mA 37,293 SF 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH Q. \ (V IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE CA r PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. 1 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED w CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS W w W W w BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A v W Q W NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION RESIDENTIAL SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT R-2 N OHERAT ON OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION Cocn \ \ \ W \ 1 BLOCK 10 I V) w 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD. IS PROHIBITED. ON w 7. COMMON LOT 12, BLOCK 2 AND COMMON LOT 12, BLOCK 3 ARE PRIVATE ALLEYS AND \ Lo \ w W W \ W\ W w 30,903 SF V) SUBJECT TO A BLANKET UTILITY EASEMENT FOR PRESSURE IRRIGATION, STORM DRAINAGE, \ - t 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 1 w WITH THE LAND. MAINTENANCE FOR SAID LOTS WILL BE PROVIDED FOR IN THE COVENANTS, w CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR \ W \ W , Z RESIDENTIAL MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S ?-2-7-5\ 1� I R-8 ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF \ W vV W W A w I J W MERIDIAN. THE PRIVATE ALLEYS SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. IW 8. COMMON LOT 24, BLOCK 4 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE / / \ k W TO PROVIDE ACCESS FOR LOTS 13, 14, 15 OF BLOCK 4. COMMON LOT 42, BLOCK 4 IS U SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS u W 42, 44, 45 OF BLOCK 4. COMMON LOT 23, BLOCK 6 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 24, 25, 26 OF BLOCK 6. SAID COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR \ w \ W O I ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR \ \W 1 28,152 SF I G PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. till) G 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. lA a 9$ W W Cp co a \ \ I / Cp_� �1 L E. EXTREME DR. w o W O a — — — — 1 w 4 o I _ _ \\ �I\\� W 27,196SF I APEX WEST SUBDIVISION MERIDIAN, IDAHO PLAT LAYOUT \ W RESIDENTIAL fJAI v W z S\ \ \ R-8 \cENS. . . . I tam FOG�y 6860 \ w W �, 8116121 0 V A W l� P� 0 ENGINEERINCJ 00 BOISE,IDAHO 83713 �C� TF OF !`� 5725 NORTH DISCOVERY WAY C K\N PHONE(208)639-6939 g p.\ W W kmen II com DATE: 8/16/21 PROJECT: 21-028 a w w \ 0 \ W W W \W W J \W W V SHEET NO. o � W 130.43' W W P P . a — — — — — — — — — — — — — — — — — — — — BRIGHTON INVESTMENTS LLC DWT INVESTMENTS LLC \ \ 15.07' S1131244500 S1131131675 \ 3.11 214.25' \ \ 403.44' 16.88' \ 882.18' E. QUARTZ CREEK ST. \ FUTURE \\\ \\ o� 8,885SF RESIDENTIAL R-8 0 �, \ o �S S 27.35' O \ 20.00' y 7S 43 1OQ���\g�v� \ C 52.50' 3,948 SF \\ e 100,101 SF Q F °27 c \ O I Olt, 72 81251 SF 8.94' 0 \ o. T 36 Oso0, _ 64.22 0 \ p 13.12' �i 19.46' 7�.0 2,500 SF h 0� 26.36' \\ FUTURE 0 60 120 180 \ \ \\ RESIDENTIAL R-8 °o \ Plan Scale: 1" = 60' LG9� sip) °o' 72S0s,25o SF 20 0/ OI \\ BLOCK 6 01 O �g 5.05'/ c 7�A O,� Sp, \ 355,658 SF 36.58' O Oco 72 8,250 SF o 8 \ ° o °� MURGOITIO LIMITED 6.78' `sp0 coo' 7-1 7,499 SF 9 \\ o PARTNERSHIP p Oo \ 00 S1131417220 o 3,656 SF o Oc 7� 8,250 SF QQ� O� 7 O \ SO �.' co°' ��S 7,500 SF 7� 8.85' � O• p0, Spp, C;1F 7.73' 6p \ \ �Q� 40 � o O °p 10 \ \\ �,' 81250 SF coo 7�S 7,500 SF 7, 7,500 SF S 7, 10.21 8.85'8.50 O / 10.21\ \ <e 17.76' O 00 coo' 11 8.50' BLOCK 6 \ 7,500 SF \ 7 8,091 SF coo 7�S 7,500 SF 2s0 / FA 31 \\ �j 42 �� pp, O 10,798 SF \\ 2.754 SF 32.78' O Op 12 0° O Co �� \ COMMON LOT / O O 7,500 SF S 7,500 SF ��S 02� COMMON LOT \\ 40.82' 0 2S pp / 00, 00, O 21.37' 17. o ° 13 0�O co0'O �� 7,500 SF T 31,00' \ \\ 3 0 7,500 SF Q` `SO \ �`0. 72 7,500 SF 2S0 ,O O 3,732 SF \ °O \ 23.33' 46.23' p, O O 38.40' 54.59 O ' coo' 72 7,500 SF \ 0) 7`�S 8,380 SF 8,250 SF o0 O 10.21' \ Sp °° \ �IQ' O o �o' 0 28 °°. 32 \ 12.00' 15 0cO coo 7�S 7,500 SF 72S7O500 SF 8.50' tK'W W w \ 7 9,872 SF 7 8,250 SF asp 12 COMMON LOT .00' p° / p o 7 5000 5F 7�S 7,500 SF \ �s0 00• �/ PRELIMINARY PLAT NOTES � \ 72s 8,250 SF 31,774 SF O° 34 co° /� O 26 coo ` 1. ♦TBTmRE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS 7,500 SF 7�S 7,500 SF LISTED IN UDC TABLES 1 1-2A-6 AND 1 1-2B-3 FOR THE R-2, R-8, AND R-15 ZONING Q DISTRICTS RESPECTIVELY. RESIDENTIAL S= \ \ O O O ° �,�` 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH v�� ��v 1 14.60' O O 0 }��' J THE FINAL PLAT. R-2 �_� �p �2 20.11' 9\ 25 ° 72 7,500 SF Co o O `L 1 S �' 3. ANY RE—SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED Q om 0 18 \ coOO \ �^�• 7� 8,453 SF 00• SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. vi `o 10,727 SF �� p'484\ \ / \ S0p' ° 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH �! ^cO 0 �/ IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE 147.82'7.82' \ \ co 36 `� PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. � 12,792 SF 63' RESIDENTIAL 10.31 �� 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, R-8 WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION 1 1.06' S� �34 84 734 8 �A C .� THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED 8.58' �O 4 ��/ CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS O r, 19 t BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A (D 13,573 SF Qc° P NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION N COMMON LOT SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT nj �G� O 'M 7 23 24 1`L OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION 10,813 SF cO - o,� THEREOF. �O 47.06 6`7, 7 17,108 SF' \ N6$ D 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD. IS PROHIBITED. SO 1 O• �� `? 37 7. COMMON LOT 12, BLOCK 2 AND COMMON LOT 12, BLOCK 3 ARE PRIVATE ALLEYS AND W SUBJECT TO A BLANKET UTILITY EASEMENT FOR PRESSURE IRRIGATION, STORM DRAINAGE, 22 72 8,250 SF 60, AND PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT W BLOCK 9 i7 11,870 SF ��` `SOO, OF INGRESS AND EGRESS OVER SAID LOTS AND SAID PERPETUAL EASEMENT SHALL RUN co rn WITH THE LAND. MAINTENANCE FOR SAID LOTS WILL BE PROVIDED FOR IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR OO MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S w o 20,259 SF 13,638 SF 7 8,250 SF ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF 2 MERIDIAN. THE PRIVATE ALLEYS SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. LIJ °� sp0, 09� Oo 8. COMMON LOT 24, BLOCK 4 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 13, 14, 15 OF BLOCK 4. COMMON LOT 42, BLOCK 4 IS I 15.86' coo' SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 66.03' 66.00' 66.00' 66.00' 39 42, 44, 45 OF BLOCK 4. COMMON LOT 23, BLOCK 6 IS SUBJECT TO A BLANKET EASEMENT Lu 7� 8,871 SF FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 24, 25, 26 OF BLOCK 6. SAID A COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ��, �y ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR J 15.74' coo' \ PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. X � 0 44 0 43 0 42 0 41 0) 40 m U 7,922 SF N 7,920 SF - 7,920 SF - 7,918 SF 11,457 SF a z 12.90' �39• 0. 66.00' 66.00' 66.00' 53.11' 0 0 w 21.01' E. EXTREME DR. Z i, 0 a 0 0 APEX WEST SUBDIVISION a N MERIDIAN, IDAHO RESIDENTIAL PLAT LAYOUT R-8 z Y SS�pN A L £H �\C E N o 6860 8116121ENGINEERINCJ 0 o � �C) lF OF ��P !`� 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 Z PHONE(208)639-6939 kmengllp.com DATE: 8/16/21 a PROJECT: 21-028 V A� SHEET NO. N O N � PP2. 1 a \ 0 \ 00 0 60 120 180 \ Plan Scale: 1" = 60' \\ PRELIMINARY PLAT NOTES \ \ \ 1. FrEITTRE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS \ LISTED IN UDC TABLES 1 1-2A-6 AND 1 1-2B-3 FOR THE R-2, R-8, AND R-15 ZONING \ DISTRICTS RESPECTIVELY. \ 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH THE FINAL PLAT. \ 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED \ FUTURE SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. s \ o >>p \\ RESIDENTIAL R-8 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH �• 8.50'� ,3> \ IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE Q10.21'\ \ PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. Q \ \ \ MURGOITIO LIMITED 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, \ WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION \ PARTNERSHIP THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED O `�� \ S1131417220 CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS O ` \ BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION �S \ 'p/�+ \\ SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT t. p0• OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION �`�/ O �ssp THEREOF. O 8,250 SF 5 \ 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD. IS PROHIBITED. \ �� pp 3,656 SF \ \\ 7. COMMON LOT 12, BLOCK 2 AND COMMON LOT 12, BLOCK 3 ARE PRIVATE ALLEYS AND \ SUBJECT TO A BLANKET UTILITY EASEMENT FOR PRESSURE IRRIGATION, STORM DRAINAGE, Coif 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 V 8,250 SF 56.29'�� 4'� \ WITH THE LAND. MAINTENANCE FOR SAID LOTS WILL BE PROVIDED FOR IN THE COVENANTS, A O \ �� F�� CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR 26.36' \\ �� MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S \ ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF Q8,249 SF 5.05' R50' o,��o \\ MERIDIAN. THE PRIVATE ALLEYS SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. 8,250 SF 00 M 4'"0T 8. COMMON LOT 24, BLOCK 4 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE \ TO PROVIDE ACCESS FOR LOTS 13, 14, 15 OF BLOCK 4. COMMON LOT 42, BLOCK 4 IS C�1• 8 \ SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS O O7 `O J s,3 31 \ 42, 44, 45 OF BLOCK 4. COMMON LOT 23, BLOCK 6 IS SUBJECT TO A BLANKET EASEMENT \ \ \ O o > 8,250 SF �P gyp' 10,798 SF \ FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 24, 25, 26 OF BLOCK 6. SAID \ 8,687 SF �Sp ��� 5.00' \\ COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR 134 84 �� PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. p 5.30' �tK• O <<I. ��. >�- 8,776 SF \\ 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. Gp, \ 10,877 SF 2 p0 I \\ >� � � BLOCK 7 14�S2• � 1� 29 � � \ RESIDENTIAL �O� 00, `'� �o. >�s 8,253 SF R-8 `Lv 20,863 SF O O O \ 40.44' \ COMMON LOT 38.65 28 cO >7 8,266 SF �• 14 S� � � � ' co • o• 9,351 SF R130, .95, 8,175 SF a'st• 0� \ ` \ 10.21' Op 58.26' 66.00' 51.79' \ �� � 24.46' ^�O 22.20' �� \ 34.39' 4>88 �. O / \ 2 \ O W 3.50' ss RESIDENTIAL 14.72' I 10,846 SF W 10.21' p' R-8 �`�' \ • W W \ 14.99' 13 60 N 7S4 \ 11,544 SF 0 11 0 � 12 o O o 10 126.00' w \ ��A9, 70.64' 8,580 SF 9,204 SF 00 10�SF ° w O 0 20.32' W W 38.68' ^M' \ w p 23.22' `9`3>,L�o�' 1ti0 31.42' M 25.43' 27 rn R 7.81' RSO, 8,668 SF � w w ��� R130'� ss \ A \J25.89' 105.13' 66.00' 52.00' 29.05' 120.00' 10.98 sR \ 52.04'O 75.63' 1 19 99 A \\ E. EXTREME DR. 10,746 SF a, A E. SNAG ST. 39 96 \ RESIDENTIAL w RSO 13.10' O — — — — 00� 0 26 0 4 0 W \\ \\\ O O O R-2 Lu 23.00' 26.87' 1 15.97' 1,867 SF 2.99' 10.21 13.50' 19,Q 4,077 SF 7,200 SF C° 7,200 SF 9• 120.00 120.00' 66.00' 66.00' 60.00' 56.07' 60.66 23 29' 62`'2 60.00' 60.00' 60.00' 44.96' w W o Q W w \ W 23.14' 45.14' o 3.93' 0 o 15.13' o zo W W = Z > w "' (0 `n g o 25 o O Q° _ � � w rn 135.97' o 0 0 0 7,200 SF C° 7,200 SF W �� W COMMON LOT W W w _ _ \ W 21 in W 22 Q m w W (POOL SITE) w W 16 17 18 19 20 N N 22 O 18 O 19 0 20 0 21 120.00' 120.01' } �> \ ui `n `ci `ri `n '� 8,822 SF o `ri `O ui ui � > W W J N N N N N 7,669 SF 60' N N N N N 8,084 SF Q 2 8,250 SF 8,250 SF 7,500 SF 7,500 SF 8,259 SF I 7,500 SF 7,500 SF 7,500 SF 7,507 SF 30.00' W W BLOCK 5 \ m OD W W J BLOCK 6 OI � .y W w. WW W W wwW W w. W .wW W W.W � Ww w �vW W W WW . �Q o O '0 Q N Z > 0wU > 6.00' ° Q o ° o co 2 9008 , 21.97' p 2 9,000 SF 7,201 SF vi O 0 'O 66.00' 66.00' 60.00' 60.00' 60.00' 66.00' 60.00' 54.00' 60.00' O o 60.00 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 30.00' 30.00' 60.00' 30.03' \\ \ \ \ N w w w \ J. W W W W O J Z W W W W W W W W W W V W W W W W y W W W W W W ✓ \ 3,725 SF zo y U 4,982 SF 2 W\ + 2 u/ I A W W W W W\W W w \ \ W N N 10 O O8 O O O °N O O O O O O O v LO OO OO O OO O O O O O O O O2 O1 O O N LO LO LO LO LO � LO i i i n n � N O 0 9OO7 LO � � N O N N N N N N N N NN O O 6 5 3 2 1 8,242 SF 8,250 SF 7,500 SF 7,500 SF C147,500 SF C148,250 SF 7,500 SF 7,500 SF C147,500 SF O7 I W W W W W W W W W W w WW WW Ww W WW w W WW W W W w WW w W WW W w W w W 7,500 SF 7,500 SF 7,500 SF 7,500 SF 7,500 SF 7,500 SF 7,500 SF 7,500 SF 7,500 SF 3,635 SF 2,737 SF W1.49'� W W BLOCK 10 10.82' 1 W W W W W W 5.01' w O 30.80' 55.48' 66.00' 60.00' 60.00' 60.00' 66.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 1.51' 12,820 SF COMMON LOT X0 E. CRESCENDO ST. 15.4710.21' 13.50' 14 07' 18.18' N 10.21' 1.50' Z WHITE FAMILY LIVING TRUST S1131346600 MATCH LINE - SEE SHEET P P 2 . 3 z w y w o > W RESIDENTIAL W w APEX NORTHWEST LL W w R-8 W Q SUBDI(RIS Oj No. 2 0 0 D APEX WEST SUBDIVISION a N MERIDIAN, IDAHO a PLAT LAYOUT z Y SS�pNAL C E N SF10 'y 3 Q 0 860 J, 8116121ENGINEERINCJ 0 0 N y S OF !`� 5725 NORTH DISCOVERY WAY BOISE IDAHO 83713 �N C• KEN PHONE(208)639 6939 kmengllp.com DATE: 8/16/21 PROJECT: 21-028 SHEET NO. 0 N a RESIDENTIAL R-8 , MATCH LINE - SEE SHEET PP2 . 2 25 92' 3.50' E. CRESCENDO ST. 17.50' 1.50' 1 10.61' 0 60 120 180 f5O.O7' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 80.43' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' Plan Scale: 1" = 60' Z Co W W cL O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O u 1 0 53 0 54 0 55 0 56 0 57 0 58 0 59 0 60 0 61 0 62 0 63 0 w W W O O1 O O2 O O3 O O4 O O5 O O6 O O7 0 O8 0 O9 0 10 0 11 0 N N N N N N N N N N N N N N N N N N N N N N N N 12 W 6,007 SF 6,000 SF 6,000 SF 6,000 SF 6,000 SF C' 6,000 SF C' 6,000 SF C' 6,000 SF � 6,000 SF � 6,000 SF � 6,000 SF 6,000 SF � 6,000 SF � 6,000 SF � 6,000 SF 6,000 SF � 6,000 SF � 6,00o SF � 6,00o SF � 6,00o SF 6,002 SF 2,961 SF COMMON LOT 10.00' W 50.05' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 33 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 40.00' 50.00' 50.03' 25.00' W 1 w 19,303 SF in 0 o O o W 00 43 00 BLOCK 4 BLOCK 4 o s,251 SF o 1 `O 8,705 SF `O 30.00' 30.03' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 o O O O O O O O O O O O O O O O F 135.01' W 120.00' 41 0 40 0 39 0 38 0 37 0 36 0 35 0 34 0 0 32 0 31 0 30 0 29 0 28 0 27 0 26 0 25 O H N N N N N N N N N N N N N N N N J i o 14 0 0 0 0 6,232 SF � 6,000 SF � 6,000 SF 6,000 SF C' 6,000 SF Cq 6,000 SF � 6,000 SF Cq 6,000 SF � � 6,000 SF Cq 6,000 SF cq 6,00o SF C4 6,000 SF C4 6,00o SF C4 6,00o SF C4 6,004 SF � 7,353 SF z 0 0 z 0 r) 0 5,400 SF 5,280 SF 2 � 15.00' o01 22 134.99' 1 1.78' u 120.00' / 14.64' I 15 BLOCK 10 0 0 42, 50.00' 1 50.00' 1 50.00' 1 50.00' 1 50.00' 1 50.00' 1 50.00' 1 80.43' 1 50.00' 1 50.00' 1 50.00' 1 50.00' 1 50.00' 1 50.00' 1 50.07' 39 6 24 1 0 O 0 0 2,747 SF 5,399 SF 0 45 0 42 2 5,280 SF t 2,743 SF �s 134.98' 0 12,820SF 1 0- — — — E. HIGH POINT ST. — — — — — `;O 0 120.00' TA — 8.29' ,50 25.10' � APEX NORTHWEST 46 16. 3 22° 22.82' �� 5,666 SF SUBDIVISION No. 2 WHITE FAMILY z 5,538 SF 22.82 23.12 30.73' 135.83' (R-15) LIVING TRUST 087 7.47 32.03' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 31.95' 17 0 S1131346600 I 120.63' 10.02' 0 ou 0 10.04' 0 8•20' o 0 0 5,257 SF J I J Lu 1 47 o BLOCK 3 z 60' z BLOCK 2 o Q 130.00' 5,282 SF <2 2 2 w 1 0 2 o 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 2 0 1 = 0 18 0 O O O O O O O O O O O O O O O O O O O r7 O O 0 120.00' Q o u 00 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 0 u r�i ro u 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 �' 0 O O V) O N O N O N O N O N O N O N O N O N O O O O N O N O N O N O N O N O N O N O N O O = 5,200 SF O1 11 1 III- 48 0 O 4,796 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 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,796 SF = o 130.00' 0 5,280 SF ~ 1,360 SF 1,762 SF 1,762 SF 1,353 SF o 19 0 15.76' 0 0 1 120.00' 12.00' 15.76' 1 1.97' 5,200 SF 0 49 0 1 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 20.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 20.00' 0 130.00' 0 PROPOSED $,280 SF 0 12 7,755 SF PRIVATE ALLEY(COMMON LOT) I PRIVATE ALLEY(COMMON LOT) 7,755 SF 12 0 0 2� o 19' GRAVITY 20.00' IRRIGATION 120.00' � 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 20.00 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' F 1 1 97' 5,200 SF 12.00' EASEMENT o O o I z 15.76. p 0 1 130.00' 1 5,280 SF 6I RESIDENTIAL R-8 o w'76 0 RESIDENTIAL R-8 0 60 6 21 6 2 O > 0 2 0 1 5,200 SF 1 0 d23 i� o 0 0 0 0 0 0 0 0 2 `� Q `� 2 0 0 0 0 0 0 0 0 o i� `n 120.00' Ln O O O O O O O O O o �") z "� o 0 0 0 0 0 0 0 o M u M 130.00' 0 O 0 "'0 rn 22 0 21 0 20 0 19 0 18 0 17 0 16 0 15 0 14 0 u o 0 o 0 22 0 21 0 20 0 19 0 18 0 17 0 16 0 15 0 14 0; 0 0 W 51 N N N N N N N N N 13 23 N N N N N N N N N_ 13 0 22 O O O w 5,280 SF 1,381 SF 4,799 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 1,762 SF Z 1,762 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 4,800 SF 40800 SF 40800 SF 40799 SF 1,381 SF 5,200 SF W 13.49' 1 120.00' 1 458' 1 4.56' 130.00' 19'0° PRELIMINARY PLAT NOTES W 14,622 SF 52 COMMON LOT u I 13.50' 3,782 SF 23 COMMON LOrl 1 r35'.48' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' v; 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 35.50' I W 107.00' 22.82' 25.91�j'_ 104.01' .42' 25.91' — 2 21.3 — — — — — — I 22.82'— — — — — 1. FUTURE DEVELOPMENT SHALL - CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS W 21.33' L 21.36' LISTED IN UDC TABLES 1 1-2A-6 AND 1 1-2B-3 FOR THE R-2, R-8, AND R-15 ZONING DISTRICTS RESPECTIVELY. ,0 1 E. PHENOMENAL ST. 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH THE FINAL PLAT. „J 1199.50' 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED > 25.92' 1.50' ; SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 13.43' Q 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH ,X IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE co1 Q PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. (.n `^ 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, vi WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A 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 EAGLET LLC THEREOF. S1131347000 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD. IS PROHIBITED. 7. COMMON LOT 12, BLOCK 2 AND COMMON LOT 12, BLOCK 3 ARE PRIVATE ALLEYS AND SUBJECT TO A BLANKET UTILITY EASEMENT FOR PRESSURE IRRIGATION, STORM DRAINAGE, o AND PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT 1 OF INGRESS AND EGRESS OVER SAID LOTS AND SAID PERPETUAL EASEMENT SHALL RUN z WITH THE LAND. MAINTENANCE FOR SAID LOTS WILL BE PROVIDED FOR IN THE COVENANTS, 2 I CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR 2 MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S 87 ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. THE PRIVATE ALLEYS SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. BLOCK 10 FUTURE APEX NORTHWEST 8. COMMON LOT 24, BLOCK 4 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE RESIDENTIAL R-15 TO PROVIDE ACCESS FOR LOTS 13, 14, 15 OF BLOCK 4. COMMON LOT 42, BLOCK 4 IS O I SUBDIVISION No. 1 SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 42, 44, TO A BLANKET 11,106 SF BLOCK 1 (R-15) FOR THE4CK COMMON ODRIVE TO PROVIDE ACCESS F4. COMMON LOT 23, OOR CK LOTS 24,6 ISB 25,T26 OF BLOCK 6. SAID ASEMENT C' COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR � O ran ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR 701,902 SF PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. 0 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. X N M d Z F Q F E 0 Q W W d O D APEX WEST SUBDIVISION 1 Z MERIDIAN, IDAHO 0 Z PLAT LAYOUT zJ O�W U) ui Y NO -W a 1 0>W 10.78' �\ F�'S\OG E N S - - - - - - - - - - - - - - - - - � � �o - - - - - - - - - - - - - - - - - - - — 1 34.69 6860 g - - - - - - - - J, 8116121 0 ENGINEERINCJ 9.31' 134.03' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 311.74' l Q 19.00' 115.60' 0 1 '�� DNS v BOISE,IDAHO 83713 21.42' S99.45' �C� lF OF �� !`� 5725 NORTH DISCOVERY WAY z — — C• K PHONE(208)639-6939 LO kmengllp.com E. LAKE HAZEL RD. DATE: 8/16/21 PROJECT: 21-028 SHEET NO. N 1 1 PP2.3 a v I I IN, I I c I I 185.2' of 8" PVC Q 0.40% \ Ln o I APEX SEWER TRUNK - I 0 0 x h 0 - - 2+00- - - -\xo 74.6' of 8" PVC ® 0.40% x PHASE 1 PROJECT \ \\ I - - - 8"� - - - \ o \ 0 100 200 300 Op EXISTING SSMH #A-1 I �, \ \ I \° I Plan Scale: 1" = 100' RIM:2718.33 � 8' x I III \ \�0 SEWER ALIGNMENT"A"- � jO DEPTH:16.1' � INV IN:2703.45 8" (E) v r SSMH #A-2 0 REFER SHEET PP3.2 FOR I \ RIM:2718.52 \ \ SANITARY SEWER PROFILE c op INV IN:2702.37 21" (S) \ INV OUT:2702.27 21" (N) I DEPTH:14.3' x I INV IN:2704.30 8" (SE) I INV OUT:2704.20 8" (W) ` \ \ \ RO I I I I SSMH #A-3 0 Sx °p , \ x I � DEPTH:14.4' °'° \ °p \ \ I I INV IN:2704.70 8" (SE) \ o I�nx�I INV OUT:2704.60 8" (NW) c, \oo o \ C @ \ °p °r0 \ \ I \Op \ I \ \ c 0 OP OP OP OP op-op-op OP 0 OP OP OP OP OP- x I I \ \ °p \ c� SSMH #A-4 \ \xp c $ RIM:2721.58 \ 10 \ + / °p + I \\� DEPTH:15.3' \ \ \ 0p Cg x I N 1 INV IN:2706.40 8" (SE) INV OUT:2706.30 8" (NW) \ 9 op 0 0 I A \xo \ c DWT INVESTMENTS LLC + I \\ x I I o o, \\ \ S1131131675 °p\ I o o \ o BRIGHTON INVESTMENTS LLC qs \'o 51131244500 Lo �o x I `� I O SSMH #A-5 73.4' of 8" PVC ® 0.41% + I \ I p \ RIM:2727.03 \ I � i A09 \ DEPTH:19.0' \ I INV IN:2708.10 8" (SE) SSMH #A-7 + \ s•.\� RIM:2730.71 \ 0 o INV OUT:2708.00 8" (NW) v v I �, w j \\ \�o DEPTH:20.9' INV IN:2709.90 8" (E) + \ \ \ INV OUT:2709.80 8" (SW) E. QUARTZ CREEK ST. \ \x0 0 52.5' of 8" PVC ® 0.40% a 12" 12"GI 12"GI \ \O � \ \ o \\ SSMH #A-8 ��� \\ 8,� A RIM:2730.92 RESIDENT FUTURE R-8 w \ \ DEPTH:20.8' \- J, FUTURE \s \� 34 o INV IN:2710.21 8" (SE) t RESIDENTIAL R-8 INV OUT:2710.1 1 8" (W) 278,9' of 8" PVC @ 0.40% \ SEWER ALIGNMENT"A"- 325.0' of 8" PVC @ 0.40% 8, 7R o \ REFER SHEET PP3.2 FOR ` V' Gfi x 8' A SANITARY SEWER PROFILE APEX SEWER TRUNK - ap \ 9� SSMH #A-6 36 00 c \ \ PHASE 2 PROJECT �� 6S N RIM:2731.64' \ SRSM273A7160 s O DEPTH:22.2' 37 �c c \ DEPTH:19.8' BLOCK6 INV IN:2709.50 8" (NE) \ INV OUT:2711.96 8" (SW) 32 PRELIMINARY ENGINEERING NOTES INV IN:2709.50 8" (SW) Q� S9 G, \ INV OUT:2709.40 8" (NW) 38 \ 132.5' of 8" PVC ® 0.40% 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE \ �•- v LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAIN IN E. �Ox SSMH #A-9 LAKE HAZEL RD. AND THE PROPOSED WATER MAINS IN APEX NORTHWEST SUBDIVISION Nos. 1 \ RIM:2733.82 AND 2. SHAFER VIEW ESTATES \o� 39 Qom.' ��, c \ DEPTH:22.5' SUBDIVISION \ �� J .-5 �' ( s \t& \ INV IN:2711.43 8" (NE) 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL O Q INV IN:271 1.43 8" (SE) BE SERVED BY THE SANITARY SEWER TRUNK LINES CONSTRUCTED WITH THE APEX SEWER r INV IN:2711.43 8" (SW) RETAIN AND PROTECT \ o- � 40 � ok O io \ TRUNK - PHASES 1-3. WATKINGS DRAIN \ \ \ INV OUT:271 1.33 8" (NW) 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE t0• Q> \ MURGOITIO LIMITED DETERMINED WITH THE FINAL PLAT DESIGN PHASE. dol W ^� 11 \ \ 310.0' of 8" PVC ® 4.50% PARTN ERSH I P Top d01 �\ 41 5 O S1131417220 doh ToP ° \ 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH do ado. 0 CW °�° 5 8 THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. boo SSMH #B-1 dol=dO�T 1 1 r w�1 60 iz \ RIM:2737.92 EG�cc dol\p\ / \ \r 42 O� \ o \ DEPTH:12.5' 5. THE ALLEYS LOCATED WITHIN COMMON LOT 12, BLOCK 2 AND COMMON LOT 12, BLOCK 3 a°O1 00 J \ ARE PRIVATE ALLEYS. ALL ALLEYS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE to o� T �oy r' e�ocK9 JC' Q 3o� c INV IN:2725.48 8" (SE) O� �` _ \ \ HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT \\o p 13 3i" INV IN:2725.48 8" SW \ 'o \ o ) LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY FC °o y'p/� \ INV OUT:2725.38 8' (NW) STREET SECTIONS, SHEET PP3.5. ,� �, \ SSMH #C 1 � 5 O'' S.� o \ o� o, I RIM:2742.07 \ RESIDENTIAL � DEPTH:15.5' 14 00 ��? o \ 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE COLLECTED AND ROUTED TO STORM ( ) \ 266.5' of 8" PVC @ 2.76% FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE / •c / � R-2 INV OUT:2726.62 8" NE � \ F a .. O 32 \ \ 1 AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE / f o / �� i WWI' iD SSMH #D-3 28 o SSMH #B-2 FINAL PLAT DESIGN PHASE. 0 ~ o / i C RIM:2743.83 15 60 a \c \ RIM:2741.24 �� DEPTH'12.4' �✓ 27 33 0��1 \ DEPTH:8.4' 7. THE GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE PRELIMINARY AND SHALL BE / d1 �� \ INV IN:2731.53 8" (SW) �/ 8, c \ INV IN:2732.94 8" (S) DETERMINED WITH THE FINAL PLAT PHASE DESIGN. / I (0 1 INV OUT:2731.43 8" (NE) 16 s. p \ INV OUT:2732.84 8" (NW) 'G�/ I p �� 34 JG �5�. 0 \ 8. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE APEX o a / I a \ 133.5 f 8" PVC @ 0.64% n Q O. ' \ 43.1' of 8" PVC ® 0.60% NORTHWEST AND APEX SOUTHEAST PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE / #D-2 Cb �� \ IRRIGATION SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT �44 o # DESIGN PHASE. t � RIM:2742.53 BLOCK9 k <c,• c \ SSMH B-3 DEPTH:10.2' 3s �� s ' 8 \c \ RIM:2742.90 100.2' of 8" PVC @ 0.61% �, / � 30„�1 -� 3 BLOCK I° _ � I 18 _ INV IN:2732.48 8" (W) �00• O�,' S \\ DEPTH:9.7' 9. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE `o3�r ��� �p ". � ' INV OUT:2732.38 8" (NE) ,� INV IN:2733.30 8" (SW) STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE "G� �� 36 o V INV OUT:2733.20 8" (N) IRRIGATION. "0 �\/� W�1 W,'�" 5 II R4g•g3• s �� \ 60' ° 10. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED O •S o[ / O �c DURING THE FINAL PLAT DESIGN PHASE. SSMH #D-1 23 3pi P� 31 \ SMH #J-4 1 1. REFER TO SHEET PP3.2 FOR THE ALIGNMENT "A" SANITARY SEWER PROFILE. W RIM:2741.59 SSMH #E-1 \ W �$ 46.8' of 8" PVC ® 3.99% col z4 o RIM:2746.08 4 DEPTH:8.5' \ RIM:2745.64 �� �1 12. REFER TO SHEET PP3.3 FOR STREET SECTIONS. O�5 DEPTH:8.3' SSMH G-3 DEPTH:8.2' o F / W INV OUT:2733.09 8" (E) # �0 -� Q 30 INV OUT:2737.78 8" SW �Q � zi zz RIM:2741.77 37 I INV OUT:2737.44 8" (NE) BLOCK7 0 ( ) Q 13. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL E E � SSMH #H-3 DEPTH:17.8' / �` ' ��� / O Q� z9 \ C �� PLAT DESIGN PHASE. zo RIM:2739.74 INV IN:2724.1 1 8" (SW) 148.8' of 8" PVC @ 0.60% c A\ � �`' DEPTH:14.9' INV IN:2724.1 1 8" (NE) G- SSMH #G-4 \� A� SSMH #B-4 \ / w INV IN:2724.90 8" (E) INV OUT:2724.01 8" (SE) 38 RIM:2742.14 9 RIM:2746.22 O INV OUT:2724.80 8" (NE) ii - 63 171.2' of 8" PVC ® 0.40% DEPTH:16.2' _ _ _ _ A DEPTH:12.0' / 1 v1 q SSMH #H-2 INV OUT:2725.98 8" (SW) 1. ,.• INV OUT:2734.20 8" (NE) RIM:2738.94 v w 39 14 125.2' of 8" PVC 0.41% `� 28 1 I DEPTH:13.6' .� �� ter,- \ � Q INV IN:2725.41 8" (W) SSMH #G-2 INV OUT:2725.31 8" (E) RIM:2741.23 iz �� 60' DEPTH:17.8' B B 62.2' ��8' PVC ® 0.61% � a1 J 44 43 4z 4i o S INV IN:2723.50 8" (NW) SSMH #J-3 SSMH #H-1 m_ g ,_ ro \ INV OUT:2723.40 8" (SE) RIM:2747.67 MCBIRNEY LATERAL TO RIM:2735.55 � � `b SSMH #I-2 \ cnF O7 13 DEPTH:10.4' \ BE TILED IN CURRENT DEPTH:8.2' 40.8' of 8" PVC © 1.42% RIM:2743.60 X V I �� '.� vi ' I \ OPEN DITCH ALIGNMENT a / �� INV OUT:2727.35 8" (E) 61.4' of 8" PVC ® 0.41% DEPTH:8.2' � y INV IN:2737.40 8" (NE) s INV OUT:2737.30 8" (S) / r �� ^. . a.•W � E. SNAG ST. INV OUT:2735.39 8" (SW) = \ \ \ 0 322.1' of 8' PVC @ 0.60% 8"S 8"S ^� C \ C \ \\ 8"s Q E. EXTREME DR. s 309.1 of 8" PVC ® 3.74% o � SSMH #G-160 L -• ��_ ��, � 199.9' of 8" PVC 0.82% - -� RIM:2740.78 z SSMH #I-1 M• I o . �� o BLOCK6 - APEX WEST SUBDIVISION \ / W-o. . RIM:2743.01 - - A W 102.5' of 8" PVC ® 0.40% DEPTH:17.7' f.••• � W y '�1 B�ocKs INV IN:2723.15 8" NW Q DEPTH:8.3' 25 q p 21 zz ( ) z, INV IN:2734.81 8" NE zz I:. : SSMH #J-2 - I V I E R A N �A H 0 is n i8 i9 zo INV IN:2723.15 8" (E) i8 ( ) I I, RIM:2744.42 - 301 1 E E INV OUT:2723.05 8" (S) «� INV OUT:2734.71 8" (W) DEPTH:8.9' B�ocKs 'w' 1 APEX SEWER TRUNK - `� .� �_ -.-�� - I I I Q (p - - w - PRELIMINARY ENGINEERING PLANS z PHASE 2 PROJECT oq s SSMH #F-3 SSMH F-4 v 316.0' of 8" PVC ® 0.40% SSMH F 5 za INV IN:2735.66 8" (N) 2 w w o of ' \ RIM:2735.51 # vi RIM:2740.34 INV OUT:2735.56 8" (S) x _ _ w w o A 301 = I RIM:2737.50 w _ \ �s DEPTH:16.0' DEPTH:15.8' �� DEPTH:8.4' Q INV IN:2719.65 8" (E) INV IN:2721.78 8" (E) B g INV IN:2732.03 8" (E) 121.9' of 8" PVC 1.51% vi \ o� - \ INV OUT:2719.55 8" (W) INV IN:2721.78 8" (N) INV OUT:2731.93 8" (W) v� PROPOSED ' '�`,�_'w'�',�, _"w"� A\ �O�C �\CENSF� �L RETAIN AND PROTECT �" INV OUT:2721.68 8" (W) D 00 D _'w POOL SITE zWATKINGS DRAIN \ \� is 3 iz ii io Q Qs Qi Q Qs 60> 16 is i4 B 1z ii io Q w v 860 EXISTING SSMH #F-1 w w w W c J QENGINEER RIM 2733.74 41.1' of 8" PVC ® 3.99% W w s 8/16/21 0 �, ( . _ C� F OF ��P !`� 5725 NORTH DISCOVERY WAY DEPTH:28.2' o \ EXISTING SSCO #J 1 ly, \Nc� v _ c RESIDENTIAL R 8 BO SE IDAHO 83713 INV IN:2706.50 8 (SE) o RIM:2742.92 ^/ C K a g 8"W 8"W PHONE(208)639-6939 INV IN:2705.67 18" (S) oar o 0 E. CRESCENDO ST. o DEPTH:9.2' \ kmengllp.com INV OUT:2705.57 18' NW z I 28 ig"S 8'S 8"S s 8"S 8"S �1'S 8"S 00 INV IN:2733.72 8' w ( ) 3.8' of 8" PVC ® 3.99% N SSMH #F-2 0 337.5' of 8" PVC © 0.60% 400.0' of 8" PVC ® 2.54% 161.5' of 8" PVC 0.60% INV OUT:2733.72 8" (S) DATE: 8/16/21 g r 6"P6' SSMH #F-6 RIM:2733.36 a I' _ ao PROJECT: 21-028 WHITE FAMILY LIVING TRUST DEPTH:25.2' w RIM:2741.20 " (E) I `� INV OUT:2733.00 8" (W) APEX NORTHWEST MATCH LINE - SEE SHEET P P 3 . 1 DEPTH:8.2' N SHEET NO. S1131346600 INV IN:2708.24 8 SUBDIVISION No. 2 N INV OUT:2708.14 8" (NW) I I iz _ (R-15) PP3.0 a 0 0 100 200 300 Plan Scale: 1" = 100' N `o WW.W.W. ..WW.W...y..WW C, APEX SEWER TRUNK o E�_-._ - - - - - - - PHASE 2 PROJECT V. - ' cc RESIDENTIAL R-8 - - - - - - - - - - - \ 0 00 �° - 8..W 8„W B..W IN o MATCH LINE - SEE SHEET P P 3 .0 E. CRESCENDO ST. g 5 8's 8"s s"s � W ' � Lo O O O O O O O O O O O O O O O O O O O O O O °° ro 53 64 56 66 57 68 69 60 61 62 63 1 2 3 4 5 6 7 8 9 10 11 12 W I•I O 00 cc N w I SSMH #K-4 _00 cc 3 p RIM:2735.03 SSMH #K-3BLocKa DEPTH:10.6' ow " I 43 R M 2732.99 C 3� INV IN:2724.50 8" (E) zs zz z6 zs 13 $~ I DEPTH:11.8' INV OUT:2724.40 8" (W) SSMH K-5 ~ `vo F F al INV IN:2721.31 8" (E) 37 36 3s 34 3z 31 3o z9 RIM:2737.52 I a0 cc ~ INV OUT:2721.21 8" (SW) I DEPTH:11.4' 4 WHITE FAMILY LIVING TRUST fllm 44 I ao 39 3s c� INV IN:2726.27 8" (SE) I. SSMH #K-6 S1131346600 ao ,:42I j INV OUT:2726.17 8" (W) 2... 4 I I':",.., RIM:2737.42 o W 48.9' of 8" PVC @ 3.99%�. INV IN:2726.55 8" (S) 8"s s"s (o s"s s"s 8"s INV OUT:2726.45 8" (NW) APEX NORTHWEST 46 415.2' of 8" PVC ® 0.74% E. HIGH POINT ST. 415.2' of 8" PVC ® 0.40% 87' ... ... SUBDIVISION No. 2 _ O w # ( ) 0 o f RSM:2732.58 n n 43.2' of 8" PVC ® 0.42% Q zoo R-15 DEPTH:13.4' BLOCK 3 > BLOCK 2 I`__ 18 INV IN:2719.26 8" (NE) 1 0 0 0 0 Q to u . Q: Qi Qz Q Q Qs Q Qi Qs Q l0 11 •_ _ r INV OUT:2719.16 8" (S) L6 z D 209.0' of 8" PVC ® 0.60% O J I � Q Nro 285.5' of 8" PVC C�? 4.00% D D = 19 00 1 LD W • N V) Q 49 z 0 ,. lz ALLEY(PRIVATE) ' .12, 0` ALLEY(PRIVATE) vi zo ° C vi C p p w °e rOp 50 60' D D 60' a �Q WORTHINGTON APEX SEWER TRUNK - ci rOF r) C C �w> MANAGEMENT LLC PHASED PROJECT 51 T°i0 cn 23 22 21 20 19 18 17 16 15 14 13 23 22 21 20 19 18 17 16 15 14 13 22 Q S1131346850 I of dog r°AF 60 SSMH #K-7 vi _ / RESIDENTIAL R-8 0 o RIM•2736.01 DEPTH:8.2' J z3 OUT:2727.81 8" (N) PRELIMINARY ENGINEERING NOTES 8"S 18 1 1 18"S 18" 5 0 1 "S 1 S 18"S I L S i 18"S 1 ' 18"S 18" "S 18"S EG G G G G EG E -E. PHENOMENAL ST. - -EG EG EG EG EG EG 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE - - - - LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAIN IN E. / .a r LAKE HAZEL RD. AND THE PROPOSED WATER MAINS IN APEX NORTHWEST SUBDIVISION Nos. 1 EXISTING SSMH #K-1 00 AND 2. RIM:2731.13 >10 APEX SEWER TRUNK - oQ "' \ PHASE 3 PROJECT DEPTH:24.2' _ 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL / INV IN:2707.74 8" (N) T BE SERVED BY THE SANITARY SEWER TRUNK LINES CONSTRUCTED WITH THE APEX SEWER INV IN:2706.91 18" (E) 1d TT°F TRUNK - PHASES 1-3. oe INV OUT:2706.91 18" (W) °p 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE I APEX SEWER TRUNK - \\ -s -s ap DETERMINED WITH THE FINAL PLAT DESIGN PHASE. / PHASE 3 PROJECT oe F F �p�°F a° 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. N co • EAGLET LLC 0 5. THE ALLEYS LOCATED WITHIN COMMON LOT 12, BLOCK 2 AND COMMON LOT 12, BLOCK 3 o ARE PRIVATE ALLEYS. ALL ALLEYS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE S1131347000 00<" HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT FUTURE - LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY 00 STREET SECTIONS, SHEET PP3.5. RESIDENTIAL R-15 APEX NORTHWEST Lu EXISTING WATKINS ro 0 1 Q DRAIN TO BE �,Q 00 SUBDIVISION No. 1 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE COLLECTED AND ROUTED TO STORM N RELOCATED O 00 (R-15) FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE 1 �uj AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE �Q c = FINAL PLAT DESIGN PHASE. m �'o° w 7. THE GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE PRELIMINARY AND SHALL BE V) Q' DETERMINED WITH THE FINAL PLAT PHASE DESIGN. 0 c) vi vi - 8. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE APEX °roo moo NORTHWEST AND APEX SOUTHEAST PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE �oqF IRRIGATION SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT 's 8" 8"s 8" ..s DESIGN PHASE. 9. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE EAGLET LLC 0 I I STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE �o F N IRRIGATION. S1131347100 N q 00 d PROPOSED I 10. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED N WATKINS DRAIN 'o �° �' DURING THE FINAL PLAT DESIGN PHASE. 0 ° I _ _ _ - • _ I II �„ _ 11. REFER TO SHEET PP3.2 FOR THE ALIGNMENT "A" SANITARY SEWER PROFILE. - - - - So" I 6" 6"PI 6"PI 10"PI 10 - - GI - - - - - - -G1�� GI GI GI L`' 12. REFER TO SHEET PP3.3 FOR STREET SECTIONS. - - - - - - - - - - - - - - - - - - - - - - - O • 0 13 LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL amp PEDESTRIAN CROSSING t PLAT DESIGN PHASE. UL EP a ---- -- �. EP EP EP EP - N M P P OP OP OP OP OP OP OP OP �g- ? _-nP P OP OP OP d OP OP OP- a - - F P Li Li '--Li- Li Li a - - - - - - - R)/-W R/W R/W R R - - - - - - - - E. LAKE HAZEL RD. - - - - - \ \ \ \\\\ \ 00 - N APEX WEST SUBDIVISION I� I MERIDIAN IDAHO I I al �`�� PRELIMINARY ENGINEERING PLANS Z I S�pNAL fH z 860 p 8116121 0 o "9 qTF OF ��P !`� 5725 NORTH DISCOVERY WAY C K�NS BOISE, IDAHO83713 a PHONE(208)639-6939 kmengllp.com d DATE: 8/16/21 PROJECT: 21-028 SHEET NO. N PP . a 2760 2760 w�Z „� ww�Z �. Z (n 0 i. w � Z (n (n U �i O U U a N U O U U U > 2750 p > > --�- 0 0 > > > U 2750 > o ao o _ p > 00 O > o a Co O a W 00 00 O 0 > i� - o0 Co Co 00 n O U O a - � 00 O U > 00 Itrn o oo O O p co O _L� ^ O a ��t�DNO0 O O p OOrN^ p O �rn� � � � � r Q 00 N I- r 0) O) I O p 00 - N Q 00 vi N r- r- � N O p_ �. Z 00 O +pr) NNN H �N�_ O Q�p6r, +toNNNN H N� 00r- 2740 ^ �i w O O p =fir = z_ z_ 0 1 aor0? p +r7NN Co � 2Z ZZ QN� OiN z cn N �r- _ 0 2740 (w U U > ao 00 �Q a_ >-Q+� NNN F- F- z O �Q � > > > > 0� � Z) ^� `. > p > O_ M� aO (nH- wZZ Z �I� O �Q� O- > > (nH4 LLJZZZ Z H w O U O � _ 00 p N (n(n� 0 - - - 2�N = Z O NH- WZ Z (n(n0 0 - - - - �NNaO v Z v0 O d O 00 Q+NO) N �Q � > > NNE 0 _ (nH� LJZ O >� O > a O 00 L� 0 2�NH Z 00 000 NNO_ 0 LL' Z Z (n(n� 0 O a I cL N O 00 p O cpo O 't (o N�� w > > z z — a w Co N ao p _ �00 0 to (n(n a 0 _ — — — _ 2730. 2730 =p � � N O O N '�oo� 4o Q0)� LO � N — - - — M - N LO N t- NOr7- It r') NO NON O Q0)00 � N H +^ = Z 0 �,, _ - - -- - - N r7 � 0 =�N O 060 � � N QLnC0 't � 2MN � Z O NQ ,a- > > EXISTING GROUND ZO NN +� 0 NH W > > U)(n0 0Z Z ±N � ZZ O 2NN � Z O (n(n0_ 0z Z N Q a > > > N�� W > > WNO_ OZZ Z (n(n0 OZ Z 2720 — — 2720 278.9' of 8" PVC @ 0.40% 2710 325.0' of 8" PVC @ 0.40 2710 400.0' of 8" PVC ® 0.40% 185.2' of 8" PVC ® 0.40% 52.5' of 8" PVC @ 0.40% 132.5' of 8" PVC @ 0.40% I 73.4' of 8" PVC @ 0.41 L= 400.0' of 8" PVC ® 0.40% 1---7 2700 74.6' of 8" PVC ® 0.40% 2700 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2690 2690 N r- r- N 0) LO 0) 0 r Co N 0) Co 0 0) O 00 CO N r- PO O V) P- r to 0) (0 V) ko Z6 O 00 LO N c0 rn O p O It � I M 00 t0 O I� �_ 00 p p O N M 't LO 00 00 0i Oi O 6 O O CV CV M CV CV I� 00 00 p O N O N N N N N N N N N N N N N N M M M � ) M M M M M in M M M M n N r- r- r r r r n r r r- N ^ N N ^ N � N ^ N N N ^ N N ^ N N N N N � N N ^ N N CN N N N N N N N N N N N N N N N N N N N N N 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 SEWER ALIGNMENT A 0 100 200 300 0 10 20 30 Plan Scale: 1" = 100' Profile Vertical Scale: 1" = 10' NOTE: SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE DETERMINED AT FINAL DESIGN. X a N M lJ d Z F Q F Z u 0 O 0 Q w Z l7 a Q 0 O F N APEX WEST SUBDIVISION O N a MERIDIAN, IDAHO n PRELIMINARY SEWER PROFILES z Y Z 2 S�ONAL £H \C E N SFo z 6860 a z J, 8/16121ENGINEERINCJ 0 N O N y S�C) F OF !`� 5725 NORTH DISCOVERY WAY BOISE IDAHO 83713 a </N C K\N PHONE(208)639-6939 kmengllp.com DATE: 8/16/21 PROJECT: 21-028 SHEET NO. 0 N a 60' RIGHT-OF-WAY 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' 20' PL-PL 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 / STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED \ \ \ \ \ \ \ \ \ \ \ \ \ AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING r�\ \\ \\ \\ \\ \\ \\ \\ \\ \\ REPORT AND ACHD'S REQUIREMENTS. // // 1' LANDING, /�\\\\\ \ \\ \\ \\ \\\\\\\\\ \\\\\\\\\\\ \ \\\\\ \\ \\ \ \ 1' LANDING, TYP. /� \ /\ /\ /\ /\ /\ �\ �\ \ \ \ \�\ .\/// / TYP. 6" VERTICAL CURB ASPHALT PAVEMENT CONCRETE AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE STREET SECTION A ( PRIVATE ALLEY) STREET SECTION D ( LOCAL) SCALE: NTS SCALE: NTS 60' RIGHT-OF-WAY 63' RIGHT-OF-WAY 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 9 9 7.5 8' PLANTER 5' SIDEWALK 5' SIDEWALK 8' PLANTER 6' 11.5' 11.5' 6' 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 TO EXISTING EXISTING //\//\ 1 LAND ING, DING,1' LANDING, i i /. /. /. /� /�///\//\ /\ /\ /\ /� /� /. /. /. � i 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 B ( LOCAL) STREET SECTION E ( RESIDENTIAL COLLECTOR) SCALE: NTS SCALE: NTS 60' RIGHT-OF-WAY 87' RIGHT-OF-WAY 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' 0.5' 0.5' 5' SIDEWALK 8' PLANTER 7.5 91 91 7.5 8' PLANTER 5' SIDEWALK 3:1 MAX. PARK LANE-TBC THRU LANE THRU LANE PARK LANE-TBC 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC-TBC 18' MEDIAN 21' TBC-TBC 8' PLANTER 5' SIDEWALK SLOPE TO SLOPE TO EXISTING EXISTING \\ \\ \\ \\ \\ \\ \ \/ /\/\/ 1' LANDING, \ �\// ///\//\//\ � /\/�\ //\ \//� �//// /\ \/\ 1' LANDING, \\/\\ TYP. / �\ �\ �\ �\ �\ \ / / / //. 6„ VERTICAL CURB TYP. ' / /\ /\ /\ / A 3" ROLLED CURB ASPHALT PAVEMENT AND GUTTER 6" VERTICAL CURB AND GUTTER COMPACTED SUBGRADE \ 3/4"-MINUS CRUSHED AGGREGATE BASE AND GUTTER, TYP. ASPHALT PAVEMENT 6" MINUS PIT-RUN SUBBASE 6" VERTICAL CURB, 3/4"-MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE TYP. 6" MINUS PIT-RUN SUBBASE STREET SECTION C ( LOCAL) STREET SECTION F ( RESIDENTIAL COLLECTOR) SCALE: NTS SCALE: NTS ROW ROW 1 10.5' RIGHT-OF-WAY 1.5' ACHD SIDEWALK EASEMENT 2' 10' MULTI-USE 8' PLANTER 26.5' TBC-TBC 19' MEDIAN 26.5' TBC-TBC 8' PLANTER 10, MULTI-USE PATHWAY PATHWAY 3:1 MAX. 11.5' 11.5' 11.5' 11.5' 3:1 MAX. SLOPE TO OUTSIDE LANE THRU LANE THRU LANE OUTSIDE LANE SLOPE TO EXISTING EXISTING 77 6" VERTICAL CURB AND GUTTER, TYP. ASPHALT PAVEMENT 6" VERTICAL CURB, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE STREET SECTION G PRINCIPAL ARTERIAL 6" MINUS PIT-RUN SUBBASE SCALE: NTS ROW ROW 1.5' ACHD SIDEWALK 122' RIGHT-OF-WAY EASEMENT 0.5' 2 10' MULTI-USE 48.5' TBC-TBC 8.5' MEDIAN 26.5' TBC-TBC 8' PLANTER 10' MULTI-USE PATHWAY 8' PLANTER 3:1 MAX. 11.5' 11.5' 11.5' 11.5' 11.5' 11.5' PATHWAY 3:1 MAX. SHOULDER TURN LANE THRU LANE TURN LANE THRU LANE OUTSIDE LANE SLOPE TO SLOPE TO EXISTING X EXISTING d \\\\ / \ \\/\\\ //,\V/\\/\\ \\/\\/\\/\\/\\�/\\�/\\�/\\�/\\�/\\�/\\�/\\ 0 6" VERTICAL CURB 9 AND GUTTER, TYP. ASPHALT PAVEMENT 6" VERTICAL CURB, COMPACTED SUBGRADE TYP. E 3/4"-MINUS CRUSHED AGGREGATE BASE a STREET SECTION H ( PRINCIPAL ARTERIAL) 6" MINUS PIT-RUN SUBBASE a SCALE: NTS N APEX WEST SUBDIVISION O N a MERIDIAN, IDAHO z Row Row PRELIMINARY STREET SECTIONS Z 1.5' ACHD SIDEWALK 122' RIGHT-OF-WAY a EASEMENT 0.5'10' MULTI-USE 0 8' PLANTER 26.5' TBC-TBC 2' Sg\DNA PATHWAY 11.5' 11.5' 8.5' MEDIAN 11.5' 11.5' 48.5' TBC-TBC 11.5' 11.5' 8' PLANTER 10 PATHWAY SE F�' ENSf Z 3:1 MAX. OUTSIDE LANE THRU LANE TURN LANE THRU LANE TURN LANE SHOULDER 3:1 MAX. w SLOPE TO EXISTING EXIOST NGO 6860 \ \ \ \ r J� 8/16/21 �o /\\/ / / / /\ �� qTF OF �/ 5725 NORTH DISCOVERY WAY /\\ ENGINEERINCJ \\/ K\NSF. BOISE,IDAHO 83713 NE 639- //\\///\\///\\//\\//\\/\\/\\/�\/�//�\/�\ /\//\\/\ C PH 0 kme ng8p.com6939 6" VERTICAL CURB COMPACTED SUBGRADE 6" VERTICAL CURB, DATE: 8/16/21 a ASPHALT PAVEMENT AND GUTTER, TYP. TYP. PROJECT: 21-028 0 3/4"-MINUS CRUSHED AGGREGATE BASE STREET SECTION I ( PRINCIPAL ARTERIAL) SHEET NO. Q 6" MINUS PIT-RUN SUBBASE N P P . SCALE: NTS a