Loading...
HomeMy WebLinkAboutPre-Plat VICINITY MAP : 111=21000, INDEX OF DRAWINGS APEX WEST SUBDIVISION PRELIMINARY PLAT SHEET NO. SHEET TITLE APEX WEST SUBDIVISION PP1 .0 COVER SHEET A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHEAST 1/4, THE NORTHEAST 1/4 OF THE SOUTHWEST PRE-PLAT BOUNDARY ELu PP1 .1 EXISTING CONDITIONS 1/4, AND THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, PP2.0 PLAT LAYOUT BOISE MERIDIAN, ADA COUNTY, IDAHO. a o PP2.1 PLAT LAYOUT o W PP2.2 PLAT LAYOUT BRIGHTON INVESTMENTS LLC DWT INVESTMENTS LLC PP2.3 PLAT LAYOUT N 51131244500 51131131675 \ E.LAKE HAZEL RD. PP2.4 PLAT LAYOUT PP3.0 PRELIMINARY ENGINEERING PLANS PP3.1 PRELIMINARY ENGINEERING PLANS E. QUARTZ CREEK ST. PP3.2 PRELIMINARY SEWER PROFILES = ZI 1 F FUTURE \ PP3.3 PRELIMINARY STREET SECTIONS FA ` 91 RESIDENTIAL R-8 O 34 BLOCK 6 PPL1 .0 PRELIMINARY PLAT LANDSCAPE COVER � I 43 35 33 RESIDENTIAL ZONE FF I FUTURE PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN FA BOUNDARY ` �f� 36 RESIDENTIAL R-8 �a 0 150 300 450 37 BLOCK 6 W ow- PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN 0BLOCK6 32 Plan Scale: 1" = 150' 36 a PPL4.0 PRELIMINARY PLAT LANDSCAPE PLAN 39 � O PPL5.0 FENCE EXHIBIT RESIDENTIAL �P d� Fq R-2 40 �� Q 10 \ Q`O O 11 PRELIMINARY PLAT DATA 12 a \ O13 RESIDENTIAL AREA (R-2) B m BL�10 I O 14 Qom. 29 w SITE DATA / o J 32 CURRENPROPOSEDZONINGZONIN R-2 / SHAFER VIEW ESTATES I (D 16 SUBDIVISION COMPREHENSIVE PLAN DESIGNATION LOW DENSITY RESIDENTIAL / z7 EG/ fG 16 FUTURE BUILDABLE LOT AREA 6.795 ACRES EG�� I 17ec fG C1 26 34 RESIDENTIAL R-8 COMMON AREA 3.143 ACRES ROW AREA 1.423 ACRES EG 25 35 G I Co �Q� O s BLOCKS W TOTAL AREA 11.360 ACRES \ 18 O a OVERALL LOT DATA \ Sc LLi �fG 36 ���' O W TOTAL LOTS 9 \ \ - Q 19 fG\ fG ��} O O P RESIDENTIAL LOTS 8 >_ 0. W � 23 O 31 I COMMON LOTS — LANDSCAPE 1 \ m 24 W MINIMUM PROPERTY SIZE 27,196 SQ. FT. \ (D I _j O� 30 e AVERAGE PROPERTY SIZE 36,998 SQ. FT. / BLOCK9 22 37 fG (D Q�� �a N z9 W DENSITY DENSITY 7UNITS/ACRE / 11„ 20 21 3B RESIDENTIAL C) 1 w GROSS DENS 0. 0 / M 9 (D NET DENSITY 1.18 UNITS/ACRE / o I 39 14 R-g zs Q 13 BLOCK 7 fG�,\ d W RESIDENTIAL AREA (R-8) \ - LLi I 44 43 42 41 40 12 11 10 fG w SITE DATA I 27 CD) CURRENT ZONING R-8/R-15 E� W PROPOSED ZONING R-8 S. EXTREME WAY 1 COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL — — Q E. SNAG ST. 23' 26 BUILDABLE LOT AREA 31.963 ACRES (D Q cc COMMON AREA 8.127 ACRES ROW AREA 13.665 ACRES II 2 O QzoCa) 2 0 C TOTAL AREA 53.755 ACRES O >u BLocKs + . . OVERALL LOT DATA I ' :\ 15 z 17 �a. vi TOTAL LOTS 232 Fob BLOCK 8 w RESIDENTIAL LOTS 197 COMMON LOTS — LANDSCAPE 30 14 13 lz 11 10 Q QB OQ Q6 Qs V 16 is 14 13 1z 11 10 G) 06 Q COMMON LOTS — SHARED DRIVEWAY 3 — — — — — — COMMON LOTS — ALLEYS 2 71 k I MINIMUM PROPERTY SIZE 4,796 SQ. FT. r AVERAGE PROPERTY SIZE 7,068 SQ. FT. O C' v E. CRESCENDO ST. �• �� �� �� DENSITY 0 GROSS DENSITY 3.665 UNITS/ACRE I 63 54 66 56 67 58 69 60 61 62 63 Ol Oz O3 O4 ( O6 Oj OS 0 10 11 12 z NET DENSITY 6.163 UNITS/ACRE 0 BLOCK 4 33 FUTURE RESIDENTIAL AREA (R-8) WHITE FAMILY LIVING TRUST 43 13 SITE DATA S1131346600 44 / I 41 40 39 38 37 36 35 34 32 31 30 29 28 27 26 26 4 14 CURRENT ZONING R-8 4z i z4 PROPOSED ZONING R-8 — 45 1 i L•.: is LEGEND COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL BLOCK IO O I; a 2 E. MAINACHT ST. 16 APEX NORTHWEST FUTURE BUILDABLE LOT AREA 47.453 ACRES 46 > SUBDIVISION No. 2 ROW AREA 0.787 ACRES 17 Q — — BOUNDARY LINE TOTAL AREA 48.240 ACRES 47 ui Lxu (R-15) OFFSITE PROPERTY LINE 1 O 0 O4 O6 G 0 O8 G 011 a 1 O2 O3 0O6 O6 0Og O9 10 11 w 18 Q OVERALL LOT DATA G w > TOTAL LOTS 3 > z Q 0 N LOT LINE FUTURE RESIDENTIAL LOT 3 49 N _ — — — SECTION LINE— a ;r BLOCK:lz,'.::".ALLEY(PRIVATE) BLocKz 12 :: ALLEY(PRIVATE) C7 zo O z 50 ~ = WORTHINGTON vi � 0 21 R-8 PROPERTY ZONE FUTURE RESIDENTIAL AREA (R-15) MANAGEMENT LLC 61 23 22 21 019 18 17 0 16 14 13 U 23 22 21 019 0 17 G 014 E = 22 1p LOT NUMBER SITE DATA 51131346850 vi RESIDENTIAL R-8 CURRENT ZONING R-15 52 z3 PROPOSED ZONING R-15 — — — COMPREHENSIVE PLAN DESIGNATION MEDIUM HIGH DENSITY RESIDENTIAL E. PHENOMENAL ST. FUTURE BUILDABLE LOT AREA 16.113 ACRES COMMON AREA — LANDSCAPE 0.255 ACRES RESIDENTIAL ZONE SURVEY CONTROL NOTES ROW AREA 3.349 ACRES BOUNDARY TOTAL AREA 19.718 ACRES 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE X I COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL OVERALL LOT DATA (NAVD88) DATUM. m TOTAL LOTS 2 FUTURE RESIDENTIAL LOT 1 COMMON LOT — LANDSCAPE 1 EAGLEI LLC o S1131347000 FUTURE APEX WEST SUBDIVISION BLOCK IO RESIDENTIAL R-15 OVERALL SITE 1 . BLOCKI APEX NORTHWEST MERIDIAN, IDAHO m SITE DATA SUBDIVISION No. 1 3 TOTAL SITE AREA 133.073 ACRES (R-15) COVER SHEET z > DEVELOPER/OWNER OVERALL LOT DATA BRIGHTON DEVELOPMENT INC. Z TOTAL LOTS 246 ~ 2929 W. NAVIGATOR DR., SUITE 400 SS\ONAL fNc = R-2 RESIDENTIAL LOTS 8 MERIDIAN, IDAHO 83642 \tvENSF 3 R-8 RESIDENTIAL LOTS 200 I m PHONE: (208) 378-4000 �� \ o R-15 RESIDENTIAL LOTS 1 CONTACT: JON WARDLE EAGLEI LLC v) COMMON LOTS — LANDSCAPE 32 EMAIL: wardle@bri htoncor com g 6860 > COMMON LOTS — SHARED DRIVEWAY 3 S1131347100 J, 03/86, 0 COMMON LOTS — ALLEYS 2 o E N G I N E E R I N G ENGINEER/SURVEYOR 7 0 qTF OF \�P !�� 5725 NORTH DISCOVERY WAY } Illnllll — KM ENGINEERING RY WAY �(\N� BOISE, IDAHO 837139 z REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. PHONE(208 639 6 3 — — — — — — _EP — PHONE ( 0 ) 639-6939 • ;. ,. 5725 NORTH DISCOVERY p ) 9 _ EP EP �`� —EP- EP — �P� PHONBOISEE: IDAHO 83713 kmengllp.com 2 8 — - ---- ---- - --- � I •" IIIIIII CONTACT: LACHLIN KINSELLAP.E.. DATE: 3/16/22a /w — — — — — — — E Digitally signed b— . lnseamengp.com 028 PROJECT: 21 acnnsea, P.E. . Date: 2022.03.16 SHEET NO. N 9 14:54:28 -061 00I P P 1.0 a BRIGHTON INVESTMENTS LLC DWT INVESTMENTS LLC \\ \ S1131244500 S1131131675 \ E. QUARTZ CREEK ST. \ \ � \ 164.27' 214.51' 22.99' \ 12236' \\ 0 60 -120 180 9 \ \ G`i�'O�P I \ Plan Scale. 1" - 60 0\� F' 119 FUTURE RESIDENTIAL R-8 \ \\ 7 N-\ <. I\' �6� 36,234 SF F \ \ W \\ �C� �s QG \ \\\\ CIF \ \ 41,784 SF 3.45' \ \ \ 13.45' \ s9 \ A \\ \\ 14.51' SHAFER VIEW ESTATES SUBDIVISION \\ \\ \ 01 1 45,916 SF rn \ I 000 W 48,502 SF \ / I Cn I \ 00 \ / \ N PRELIMINARY PLAT NOTES � 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS \ LISTED IN UDC TABLES 1 1-2A-6 AND 1 1-26-3 FOR THE R-2, R-8, AND R-15 ZONING 63' DISTRICTS RESPECTIVELY. I U-) \ \ 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH Ci THE FINAL PLAT. COMMON LOT 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 7 \ Z � O 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH 7 \ W \ w W\w w ; + 37,293 SF N IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE � r 0— PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, \ IN, \ / / w W \W WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED LLi w 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 Q W NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION RESIDENTIAL H SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT / w\ \ w Z OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION \ � \ R-2 C� THEREOF. Co w 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD. IS PROHIBITED. w 7. COMMON LOT 12, BLOCK 2 AND COMMON LOT 12, BLOCK 3 ARE PRIVATE ALLEYS AND \ \ W W \ \ W 30,903 SF V) SUBJECT TO A BLANKET UTILITY EASEMENT FOR PRESSURE IRRIGATION, STORM DRAINAGE, \ AND PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS AND EGRESS OVER SAID LOTS AND SAID PERPETUAL EASEMENT SHALL RUN \ CA 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 22-7 5-, 7 W RESIDENTIAL MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S \ I R-8 ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF J W MERIDIAN. THE PRIVATE ALLEYS SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. \W \-\W 1 8. COMMON LOT 24, BLOCK 4 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE / \ \ \ Z 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 \ 42, 44, 45 OF BLOCK 4. COMMON LOT 23, BLOCK 6 IS SUBJECT TO A BLANKET EASEMENT W FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 24, 25, 26 OF BLOCK 6. SAID Q 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 \ W \1\ W 28,152 SF I PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. d / P X V S. EXTREME WAY m a o \ W W W O o — — — — � 4 27,196SF APEX WEST SUBDIVISION v vv� v vv 'gyp MERIDIAN, IDAHO N PLAT LAYOUT - - �S�M \ \ V �0-7. 5 W RESIDENTIAL NAL S H rENse i V W \\ \\ \ W W� w 16860 \ \ \ V A Lu �� 03/16/22�o W OF !`� 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 a sL \W W \ W w v I C K PHONE(208)639-6939 z \ �� Lu kmengllp.com W Gc� A \ \ w DATE: 3/16/22 Tf �\ w PROJECT: 21-028 W SHEET NO. d W W w \ \ \w N W 130.43', w w W P P 2.0 BRIGHTON INVESTMENTS LLC DWT INVESTMENTS LLC \ \ \ S1131244500 S1131131675 \ \\ 3.1 1' \ 15.07' \ 214.25' \ \ 403.44' 16.88' \ 882.18' E. QUARTZ CREEK ST. 96,3�, \ \\ p \\ FUTURE \\\ \\ o� s,ss4sF RESIDENTIAL R-8 �, \ 0 2S ' 'S 27.35' 0 \ 20.00' \ O \ 52.50' 33 \ 3,948 SF 1000 SF Q�F c0� 35 \\ 1 O �O,ylo � 8,251 SF 8.94' 00. T JG� 64.22 13.12 36`SOp ROjp9 \\\S 110— !i 19.46' \ ' 2"00, 2,500 SF ��O 26.36` \ \ AL R-8 uj FUTURE 0 60 120 180 RESIDENT�� o0 37 \ \\ ' LU Plan Scale: 1" = 60' �Z9� sip) oo. ��s s,z5o sF / o \ Lu BLOCK 6 op o .00' h�9 5.05' co,o 00 ��A ,� 2 •Sp, \ 355,658 SF 36.58' 00 38 0 / 'v'6, o�l �`3sp \ \\ ' w 00 72 8,250 SF Op 80 T \ in 6.78' `Spp coo' ��S 7,499 SF 9 \\ to 0 Ln 3,656 SF cO \\ 1 o O O °O 72 8,250 SF QQ� O° 7 O \ w Oc Sp c_• co0" ��S 7,500 SF 7� \8.85' 60' \\ 1 O 7.73' oro,O So 40 10 81250 SF 00 7�s 7,500 SF 7 S 7,500 SF 10.21' 8.85' Op. N\ \ Q�`'\ U I 17.76' Op oDO Op 11 O° 8.50 10.21' � 0 0' O 8.50' BLOCK 6 (D 0 7 7,500 SF / FA \\ Q �� 7 8,091 SF S F 31 �� 10,798 SF 2.754 SF 32.78' O Op 12 Co, O� \ COMMON LOT / p O 7 7,500 SF 7�S 7,500 SF �2S � COMMON LOT 40.82' `� �SOp. / 00• 00' ° 30 21.37' 17 O� �O° 13 0° O'o 7,500 SF O• 3 ° o �s 31 \ "190. �2 7,500 SF s7,500 SF JQ�' 00. 3,732 SF \ ' 04 \ 23.33' 46.23' O 0 O 38.40' 54.59 O 14 cOo c) O' 7,500 SF \ � 8,380 SF �� 8,250 SF 0) 0• 10.21' \\ O 60' 0 28 °0 O 12.00' O ° 0 7,500 SF 8.50' O h O 15 cOO co° �2s 7,500 SF �S � Op, 9,872 SF 7 8,250 SF O ° \ O sR `Sp , o•� 33 OO. s' O o 27 co COMMON LOT 0 12.00' �� / °o° 77 7,5oosF ��57,500SF �• \ • PRELIMINARY PLAT NOTES 0 Sp O• O �' 16 O O �` O \ 31,774 SF \ 7�s 8,250 SF 1. ffBTmRE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES 1 1-2A-6 AND 1 1-26-3 FOR THE R-2, R-8, AND R-15 ZONING \ � � \ \ � �\ O' O° / 07,500 SF S�O500SF �P, DISTRICTS RESPECTIVELY. co O S= \ 0 O• O° �� 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH RESIDENTIAL ,34 114.60' °° 35 coo ���' THE FINAL PLAT. R-2 �p 20.1 1' 25 0° m m o �2, �cL 0 7) 7,500 SF �' 0 S �' 3. ANY RE—SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED 8,453 SF p N h� 0 �s O• SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. vi V, c° 10,727 SF 40 g4 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH 147.82'7.82' \ O^� 36 o v IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE 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' �34 8 734 A THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED Lo 19 �5 8.58' �0� 84 A CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS O r 4_ tK• BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A CO ^ 13,573 SF Q`° 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 (� Ln S� ^�`� 23 24 �� \ OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION 06 , 10,813 SF O 17,108 SF� O' THEREOF. � \ 110— N6� 47 2`S 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD. IS PROHIBITED. 00, 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, w 22 K 7 8,250 SF 60' , AND PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT BLOCK 9 11,870 SF OF 2`SOp OF INGRESS AND EGRESS OVER SAID LOTS AND SAID PERPETUAL EASEMENT SHALL RUN co o) cL O WITH THE LAND. MAINTENANCE FOR SAID LOTS WILL BE PROVIDED FOR IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR 0 co MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S w o 20,259 SF 13,638 SF 0� 8 250 SF 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. W 00 sop, 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' o`o" 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 �� 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 ��p, �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. = o 0 0 uo a 44 N 43 0 42 0 40 U cv 7,922 SF 7,920 SF 7,920 SF 7,918 SF 11,457 SF 12.90' 1g9• o. 0 66.00' 66.00' 66.00' 1 53.1 1' d X 21.01' S. EXTREME WAY a N M lJ a 0 a O 0 APEX WEST SUBDIVISION N MERIDIAN, IDAHO RESIDENTIAL PLAT LAYOUT a R-8 Z Y a �c'�'S�\C E N 0%L 0 J o 03116122 860 0 o "9� qTF OF \1 P !`� 5725 NORTH DISCOVERY WAY C K�NS BOISE, IDAHO83713 a \ z PHONE(208)639 6939 kmengllp.com DATE: 3/16/22 Tf d \ \ PROJECT: 21-028 \ \ SHEET NO. o \ \ PP2. 1 a \ 0 \ 00 ' 0 60 120 180 \ ' Plan Scale: 1" = 60' \\ PRELIMINARY PLAT NOTES \ \ Lu \\ w \ 1. FrOTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS \ Z LISTED IN UDC TABLES 1 1-2A-6 AND 1 1-26-3 FOR THE R-2, R-8, AND R-15 ZONING \ DISTRICTS RESPECTIVELY. _ w 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH \ ' w THE FINAL PLAT. \ 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED(� \ SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. SS \ FUTURE ' FUTURE RESIDENTIAL R-8 RESIDENTIAL R-8 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH ,• 8.501, O �Sj \\ w IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE 10.21' \ ' 7 PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. Q \ \ L Q \ \ J 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, \ I 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 U 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 `. 00, OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. ° O \ �� 7�S 8,250 SF 5 \ 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD. IS PROHIBITED. p0 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, cow CO 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 ° 7 8,250 SF ��A alp ' \ �c���� WITH THE LAND. MAINTENANCE FOR SAID LOTS WILL BE PROVIDED FOR IN THE COVENANTS, �0 S S6 T 56.29' \ \P CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR 00' 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 Q. O 12S 8,249 SF 5.05' R50' p,��p \\ '� MERIDIAN. THE PRIVATE ALLEYS SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. 8,250 SF 00 ��� 4'lpT ' \ Q�Q 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 SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 7O `O J ASS 31 \ 42, 44, 45 OF BLOCK 4. COMMON LOT 23, BLOCK 6 IS SUBJECT TO A BLANKET EASEMENT �P gyp, \ FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 24, 25, 26 OF BLOCK 6. SAID 8,687 SF �2S 8,250 SF �� 5.00' 10,798 SF� , \ COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR 09, o Qp� O \\ ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. �3�84' 5.30' p° 17 8,776 SF w I` \\ 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. ) s \ 10,877 SF off. °O I 965� \\ RESIDENTIAL �PJ O BLOCK 7 �4�52 �F p° O h h 72 8,253 SF 2S \ o�` R-8 ��`� �° 20,863 SF �t. 40.44' cj• S) COMMON LOT 38.65' �o 7 8,266SF 14 •80, � \ � 9,351 SF R13p• >8•gs, 8,175 SF SA• 0t` , \ 10.21' °p 58.26' 66.00' 51.79' 24.46' N1 60' \\ may° 22.20' \ 34.39' 4>88, * W 3.50' 6S RESIDENTIAL 14.72 \ \ 1., ' I 10,846 SF O 10.21' R-8 i� �' \ • " \ 14.99' 13 � 0 0 � 60' 11,544 SF `O 3 W M� 12 0 11 0 10 ro r- I 126.00' �co CpS0Q9 70.64' 10O,620 SF 8,580 SF 9,204 SF 00 10 1�''�p A LO 20.32' 38.68' ^i A 23.22' 09 �jil 31.42'w R1 7.81' M 25.43' 8,62678 S W \ R 130' wN \L2 .8 105.13' 66.00' 52.00' 29.05 120.00' 10.98' ^ \ ru'O. 52.04'O 75.63' \ \\ , \ (� S. EXTREME WAY 10,746 SF '0) \ E. SNAG ST. 39 96' 1 1 g,gg' \ \ \ \ v J RS2p `0O1 o / 0cn O0 RESIDENTIAL r — — 0 0 13.10 1 0.21 o O o 1,867 SFR-2 cn 26.87' 23.00' 115.97' 2.99' 13.50' 9 4,077 SF 7,00 SF 7,20 SF 69` 120.00' 120.00' 66.00' 66.00' 60.00' 56.07' 60.66 60.00' 60.00' 60.00' 44.96' 23.29' 1 W 62• 45.14' o \ \ \\ \ \ \ w o o W 15.13' 23.14' w 3.93' O I o 0 0 0 e w W z_ � � � � _ _ Q W w CO 8,974SF L6 0 25 0o O O I �_� w CO 7,200 SF t° 7,200 SF o Q y COMMON LOT \ } W O O O O 00 0 0 0 0 r7 W W W .�. � rn 21 � 135.97' ,� � �, �, �. (POOL SITE) � � W J 0 16 0 17 0 18 0 19 0 20 nj N 22 0 18 0 19 0 20 0 21 22 �� 120.00' 120.01' } — r7 LO 0 0 0 7 W W 5 w N N N N N 7,669 SF 8,822 SF o 60' N N N N N 8,084 SF Q T 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 o` W W W W BLOCK 5 W W W W , w w w w m N o 0 0 Q o BLOCK 6 o w w w w w w u 0 4 O > 00 00 0 w w w w w w w w w w w w w v. w •v \ _ Z (6 O (D > I Z 0 24 0 O I 0 Q W W 8,974 SF p (D 9,000 SF t° 7,201 SF O 'u 66.00' 66.00' 60.00' 60.00' 60.00' 66.00' 54.00' 60.00' Q 0 00' 60.00' 60.00' 60.00' 60.00o0 6.00' 21.97 z / 60.00' 60.00' 60.00' 30.00' 30.00' 60.00' 30.03' N \ _ W ° N 17 z W W W W W W W W W W w W w W W W W W W w 3,725 SF U 4,982 SF w \ W \ V7 I 2i N A w w w SJ V W ( V W W O L W W W W W W W W W W W W W W V W W W •7� , N O O I W V W W W W W W W V W W W W W y W W y W I \ O O O O O O O O O U O O O O O O O O O O W O O O O O O O O o O O O O o 0 0 0 0 o W N 14 Lri 13 � 12 L 11 L 10 L O9 L O8 L O7 u O6 ,o; O � 16 0 15 0 14 0 13 0 12 0 11 0 10 0 O9 U O8 �, O7 W W W W W w W W W W \w W N N N N N N N N N N N N N N N N N N 5 N W W W W W W \ 8,242 SF 8,250 SF 7,500 SF 7,500 SF 7,500 SF 8,250 SF 7,500 SF 7,500 SF 7,500 SF 7,500 SF 7,500 SF 7,500 SF 7,500 SF 71500 SF 7,500 SF 7,500 SF 7,500 SF 7,500 SF — 3,635 SF W y W 2,737 SF O BLOCKI 10.82' I w WW WW W W W W 5.01' W W W W W W W W W W W 540.53. W 2 30.80' 55.48' 66.00' 60.00' 60.00' 60.00' 66.00' 60.00' 60.00' 60.00' I 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 12,820 SF COMMON LOT 1.51' E. CRESCENDO ST. 15.4710.21' 13.50' 14.07' 18.18' 10.21' 1.50' WHITE FAMILY LIVING TRUST 51131346600 MATCH LINE - SEE SHEET P P 2 . 3 � 0 W W w RESIDENTIAL x APEX NORTHWEST W W R-8 W Lu Q SUBDIVISION No. 2 (R-15) a 0 0 APEX WEST SUBDIVISION N MERIDIAN, IDAHO m PLAT LAYOUT a z Y g ���C�'SS�OC E N SF�cry 0 0 o 03116122 860 0 J o ��y TF OF �� �!`� 5725 NORTH DISCOVERY WAY BOISE, IDAHO83713 N C KEN PHONE(208)639-6939 a kmengllp.com DATE: 3/16/22 Tfd PROJECT: 21-028 SHEET NO. 0 N PP . a RESIDENTIAL R-8 , MATCH LINE - SEE SHEET PP2 . 2 25 92' 3.50' E. CRESCENDO ST. 17.50' 1.50' 10.61' 0 60 120 180 50.07' 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' 0 J z O C� O G 0 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 0 53 0 54 0 55 0 56 0 57 0 58 0 59 0 60 0 61 0 62 0 63 0 0 1 0 2 0 3 0 O4 0 O5 0 O6 0 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 � 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 � 6,000 SF 6,000 SF � 6,000 SF � 6,000 SF � 6,000 SF � 6,002 SF W 2,961 SF W COMMON LOT 10.00' 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' 1 40.00' 1 50.00' 1 50.03' 25.00' W I W 19,303 SF JL — W co 43 00 BLOCK 4 BLOCK 4 0� 8,2515E o u') 8,705 SF `n 30.00' 30.03' O O o 0 0 0 0 o O o 0 0 0 0 0 0 o O O O O O O O O O O O O o 0 0 135.01' 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 0 0 0 H O N N N N N N N N N N N N N N N N J I O 14 O 0 0 0 6,232 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 6,000 SF 6,000 SF 6,000 SF 6,000 SF 6,004 SF 7,353 SF z o 0 J 44 z 0 M 0 I 5,400 SF 5,280 SF 2 0 15.00' o0 0 134.99' cD 120.00' a 14.64' 1 1.78' I t o 0 BLOCK 10 0 0 / 42 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' 50.07' 3g 24 0 15 0 0 45 0 42 0. 2 2,743 SF �s 60 2,747 SF I 5,399 SF 5,280 SF 134.98' 12,820 SF E. MAINACHT ST. 30 0 p — — — 0— — — — — — — ��' 23.10' 16 O o O 120.00' �� — 8.29' ��p 25.10' O APEX NORTHWEST 0 N O 46 16.53' 23 22' 22.82' �� 5,666 SF SUBDIVISION No. 2 WHITE FAMILY z I 5,538SF ' 22.82 23.12' 30.73' 135.83' (R-15) LIVING TRUST 2 87 37.47 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 It Lu 0 0 10.04' 0 8,20' 0 p o 5,257 SF 47 rn o BLOCK 3 z 60' z BLOCK 2 o Q 130.00' 5,282 SF 2 g 0 0 > I o 0 r o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V) 0 0 _ C 18 0 120.00' Q o u c 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 0 u n n U 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 u 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 11 48 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 = 0 130.00' 0 5,280 SF ~ 1,360 SF 1,762 SF 1,762 SF 1,353 SF o 19 0 `n 15.76' `� 0 0 120.00' 12.00' 15.7 1 1.97' 5,200 SF 0 490 I 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 20.00' 40.00' 1 40.00' 1 40.00' 1 40.00' 1 40.00' 40.00' 40.00' 1 40.00' 1 40.00' 1 20.00' 0 130.00' 0 PROPOSED 5,280 SF 20 00' oN 12 7,755 SF PRIVATE ALLEY(COMMON LOT) I PRIVATE ALLEY(COMMON LOT) 7,755 SF 12 0 20 0 19' GRAVITY I � 5,200 SF 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' 11.97' 12.01 0 o I 130.00' EASEMENT o o I o 15.76' 50 60'-----­ 0o 15.76' z z 60' 0 21 0 RESIDENTIAL R-8 z RESIDENTIAL R-8 0 5,280 SF 0 LLi O 0 0 2 o > o g 0 I 5,200 SF 0 ° � 0 0 0 0 0 0 0 0 0 `n Q `n 0 0 0 0 0 0 0 0 0 0 `n 120.00' � 0 0 0 0 0 0 0 0 0 0 � z "� � o 0 0 0 0 0 0 0 o M " 130.00' 00 0mn0 22 0 21 0 20 0 19 0 18 0 17 0 16 0 15 0 14 0 " o 0 o 0 22 0 21 0 20 0 19 0 18 0 17 0 16 0 15 0 14 0i 0 0 51 N N N N N N N N N 13 F 23 N N N N N N N N N_ � 13 O 22 O O O 13.49' W 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 4,800 SF 4,800 SF 4,799 SF 1,381 SF 5,200 SF PRELIMINARY PLAT NOTES 120.00' 4.58' 4.56' 130.00' 19.00� w 14,622 SF 52 COMMON LOT U I 13.50' 3,782 SF 23 COMMON LOT W O 35.48' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' vi 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 35.50' 107.00' 22.82' 25.91' 104.01' 13.42' 25.91' — 25.1.3 — — — — — — 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 1-26-3 FOR THE R-2, R-8, AND R-15 ZONING I 0_ — — — DISTRICTS RESPECTIVELY. (0 ,0 I E. PHENOMENAL ST. 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH Lq It THE FINAL PLAT. 00 00 „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 Lu IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE m Q PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. can �' 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, 0 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 z WITH THE LAND. MAINTENANCE FOR SAID LOTS WILL BE PROVIDED FOR IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR 0 MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S 0 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 SUBDIVISION No. 1 SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 11,106 SF BLOCK 1 (R-15) 42, 44, 45 OF BLOCK 4. COMMON LOT 23, BLOCK 6 IS SUBJECT TO A BLANKET EASEMENT Lq 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 � O LO ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR 701,902 SF PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. o d X N M CJ a 0 a O 0 i APEX WEST SUBDIVISION " MERIDIAN, IDAHO N O N z 0 o z PLAT LAYOUT J 0 z W 2 W' a 0 >W 10.78' �c`�'SS\oNE N o — — — — 34.69 a TO0 903/16/22 .31' 134.03' 311.74'ri 9.00' 115.60 P 21.42' 599.45' C�y< C F K N�!`� 572 BOISE,HDAHO 837 S DISCOVERY WAY z — — PHONE(208)639-6939 LO kmengllp.com d E. LAKE HAZEL RD. DATE: 3/16/22 PROJECT: 21-028 SHEET NO. PP2.3 0 a 0 80 160 240 Plan Scale: 1" = 80' \ \ - - - -1300.68-- - - - - - - - - - - - - - - \ W ' �4-rye W ' ���C5 \\ / CITY OF MERIDIAN WATER MAIN EASEMENT \ PER INST. NO. 2017-001446 ' 7 \ Lu Lu 1 \ z_ J ' � U Q 1 \ FUTURE \\ ' RESIDENTIALR-8 PRELIMINARY PLAT NOTES \ \\ BLOCK 5 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS \ 3 `o LISTED IN UDC TABLES 1 1-2A-6 AND 1 1-26-3 FOR THE R-2, R-8, AND R-15 ZONING \ ' 1,611,293 SIF DISTRICTS RESPECTIVELY. 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH \1 \ THE FINAL PLAT. ' ' \ 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. / ' \ 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE \ EXISTING 25' ACHD PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. ♦ \\ PRESCRIPTIVE — ♦ \ RIGHT-OF-WAY 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 6S+ ♦ \ to 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 \ �C��� (D SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT ♦ \ t�,� N OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION m THEREOF. \ U 60 ♦ \ 1��� O 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, AND PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT ♦ \\ OF INGRESS AND EGRESS OVER SAID LOTS AND SAID PERPETUAL EASEMENT SHALL RUN WITH THE LAND. MAINTENANCE FOR SAID LOTS WILL BE PROVIDED FOR IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR \ MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S \ ♦ \ ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF \ \ MERIDIAN. THE PRIVATE ALLEYS SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. 8. COMMON LOT 24, BLOCK 4 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE \ \ \ AQ ♦ \\ TO PROVIDE ACCESS FOR LOTS 13, 14, 15 OF BLOCK 4. COMMON LOT 42, BLOCK 4 IS \ ♦ SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS \\ \ \\ \\ 42, 44, 45 OF BLOCK 4. COMMON LOT 23, BLOCK 6 IS SUBJECT TO A BLANKET EASEMENT v w ♦ \ 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 ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. w w w w w w w w ��� � � ♦ —�_� �� � 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. wwwwwwwwwwwwwwwwww �� ♦ \ _ wwwwwwwwwwwwwwwWww (/��/ � — � \ wwwww wwwwwwwwwwww •V\ / ♦ � _ � _ � — � wwwwwwwwww ,� ♦ _ _ - _ X wwwwwwwwww _ _ _ _ _ a w cJ w w w w w w w w w w •,J+ \ o w w w w w w w w w � ♦ \ � _ — _ � � 38.50' _ - - - - o wwwwwwwww www 47.64'� 12.96' APEX WEST SUBDIVISION o wwwwwwwww www . w \ _ w w w w w w w w w w w w w w w 557.40 N wwwwwwwwwwwwww 2932 \ ' — - - - — MERIDIAN, IDAHO o \\ \\ PLAT LAYOUT Y E. CRESCENDO ST. \\ \\ Z \ \ SS�pNAL fNC G E N S 0 14,, ` J \' \ 16860 Im, J� 03/16/22 0 o �C� qTF OF ��P !`� 5725 NORTH DISCOVERY WAY C K�NS BOISE, IDAHO83713 a PHONE(208)639-6939 kmengllp.com DATE: 3/16/22 Tfd PROJECT: 21-028 SHEET NO. 0 N PP .4 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 o o 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 \o I Plan Scale: 1" = 100' RIM:2718.33 DEPTH:16.1' � �x I III \ \<o SEWER ALIGNMENT"A"- � jO � INV IN:2703.45 8" (E) v � r SSMH #A-2 O REFER SHEET PP3.2 FOR \ i I RIM:271852 \ \ 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 op , \ x I � DEPTH:14.4' o'r \ op \ \ I I INV IN:2704.70 8" (SE) \ o AG��\fix / °p I�nx�I INV OUT:2704.60 8" (NW) c, \oo o \ v @ \ op °moo \ \ \Op \ co I o ,\ \\� � I \ \ \ \ 010 op-op-op-op OP OP OP OP 0 OP OP OP OP OP- x I I \ \ Op \ c� SSMH #A-4 \ \xo c RIM:2721.58 °p + I \\� DEPTH:15.3' \ \ \ op x I N 1 INV IN:2706.40 8" (SE) I c`"i I� INV OUT:2706.30 8" (NW) \ 9 op 0 o I A \xo \ c DWT INVESTMENTS LLC + I \\ x I I O o, \\ �' \ 51131131675 °p\ I o o \ o BRIGHTON INVESTMENTS LLC qc \'o 51131244500 Lo �o x I `� I � SSMH #A-5 73.4' of 8" PVC ® 0.41% + I \ O \ RIM:2727.03 \ i Ao9 \ DEPTH: \ I INV IN:2708.10 8" (SE) SSMH #A-7 + INV OUT:2708.00 8" (NW), v I w \\ \\o DEPTH:20.9' INV IN:2709.90 8" (E) + \ \ \ INV OUT:2709.80 8" (SW) E. QUARTZ CREEK ST. \ \xo 52.5' of 8" PVC ® 0.40% a 12" 12"GI 12"GI \ \O \ \ \\ SSMH #A-8 FUTURE �� \\ V o A RIM:2730.92 RESIDENTIAL R-8 w � X \ DEPTH:20.8' \- J, FUTURE \s \� 34 o INV IN:2710.21 8" (SE) \ t RESIDENTIAL R-8 \ �00 INV OUT:2710.1 1 8" (W) 278,9' of 8" PVC @ 0.40% SEWER ALIGNMENT"A"- 325.0' of 8" PVC C� 0.40% 8, �R o \ REFER SHEET PP3.2 FOR ` x 8' A SANITARY SEWER PROFILE APEX SEWER TRUNK - \ 9� N 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 \ �•- / $ o bo LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAIN IN E. c �Ox SSMH #A-9 LAKE HAZEL RD. AND THE PROPOSED WATER MAINS IN APEX NORTHWEST SUBDIVISION Nos. 1 %o \ RIM:2733.82 AND 2. SHAFER VIEW ESTATES \o� 39 Qom.' ��, c \ DEPTH:22.5' SUBDIVISION \ �� J .5 �' �' s �;� \ 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 �0• Q> \ MURGOITIO LIMITED DETERMINED WITH THE FINAL PLAT DESIGN PHASE. d01- \ 1 ^� 11 \ \ 310.0' of 8" PVC ® 4.50% PARTNERSHIP 'lop d01 i\ \\ - 41 O S1131417220 doh roP� � � � o \ 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH do ado o 6. 5 8 THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. 1 �& W \ SSMH #B-1 dol=do�T 1 1 \ �Y 60' iz \ RIM:2737.92 EG�EG d\\p\ \ 1 4z �' \ o \ 5. THE ALLEYS LOCATED WITHIN COMMON LOT 12, BLOCK 2 AND COMMON LOT 12, BLOCK 3 dog ao / \ G� JO• \ DEPTH:12.5' ARE PRIVATE ALLEYS. ALL ALLEYS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE 1 BLOCK9 J Q 30� c INV IN:2725.48 8 (SE) o a o \ X \ HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT \\o p 13 ai" INV IN:2725.48 8" SW \ �, O � � A \ c � ) LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY F0 °o \ y'p/� \ INV OUT:2725.38 8' (NW) STREET SECTIONS, SHEET PP3.5. 1101 r 0 \ � SSMH #C 1 0 5 �." d C \ � o� � \ I RIM:2742.07 O � 29 �F RESIDENTIAL � DEPTH:15.5' 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 o \ F a .. 32 \ \ AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE / f o o / �� i $ "WI' iD SSMH #D-3 28 o SSMH #B-2 FINAL PLAT DESIGN PHASE. $ ~ o C RIM:2743.83 15 6O a \c \ RIM:2741.24 .4@ DEPTH:12.4' (b 27 33 0 \ 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 (u 1 INV OUT:2731.43 8" (NE) 16 s'. p \ INV OUT:2732.84 8" (NW) EV�/ I p �� 34 JG �5- - 0 \ 8. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE APEX o a / I a \ 133.55� 8" PVC @ 0.64% n Q O. ' \ 43.1' of 8" PVC ® 0.60% NORTHWEST AND APEX SOUTHEAST PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE SSMH #D-2 q� �� \ IRRIGATION SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT S ����� 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 1 N , a- � p ". ' INV OUT:2732.38 8" (NE) ,c� INV IN:2733.30 8" (SW) STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE 30„0=� oW W O I \ I�j \ / 36 OffQ o \ INV OUT:2733.20 8" (N) IRRIGATION. �'�' "0�/3� R48.83• s d� \ 60' ° 10. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED `ri I O ^S °[ / O �c DURING THE FINAL PLAT DESIGN PHASE. SSMH #D-1 23 3pi P� 31 \ SSMH #J-4 11. REFER TO SHEET PP3.2 FOR THE ALIGNMENT "A" SANITARY SEWER PROFILE. RIM:2741.59 SSMH #E-1 \ W �$ 46.8' of 8" PVC ® 3.99% col za Xo RIM:2746.08 F, DEPTH:8.5' \ RIM:2745.64 �� �� 12. REFER TO SHEET PP3.3 FOR STREET SECTIONS. kL DEPTH:8.3' SSMH G-3 "' DEPTH:8.2' o F, / W INV OUT:2733.09 8" (E) # �o / Q�°`' 30 INV OUT:2737.78 8" SW �Q �. 0 zi zz RIM:2741.77 37 INV OUT:2737.44 8" (NE) BLOCK7 0 ( ) Q 13. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL SSMH #H-3 DEPTH:17.8' / 1 \��� / O$ Q\ z9 PLAT DESIGN PHASE. E zo RIM:2739.74 ° 1 INV IN:2724.11 8" (SW) 148.8' of 8" PVC @ 0.60% DEPTH:14.9' INV IN:2724.1 1 8" (NE) � INV IN:2724.90 8" (W) INV OUT:2724.01 8" (SE) 3a SSMH #G-4 \` SSMH #B-4 c \ � INV OUT:2724.80 8" (NE) Z/ RIM:2742.14 9 RIM:2746.22 o \ 1 63' 171.2' of 8" PVC 0 0.40% DEPTH:16.2' \ DEPTH:12.0' INV OUT:2734.20 8" NE / r SSMH #H-2 INV OUT:2725.98 8' (SW) ( ) �\ -u RIM:2738.94 39 ► 1 z8 6 c \ \ w 14 125.2' of 8" PVC 0.41% , , 1 I DEPTH: .� �� ter,- \ � Q INV IN:2725.41 8" (W) SSMH #G-2 �o �� ; INV OUT:2725.31 8" (E) RIM:2741.23 iz „ 60' � DEPTH:17.8' B B 62.2' `�8'\PVC ® 0.61% W a1 J as 43 az ai o S INV IN:2723.50 8" (NW) \ \ SSMH #H-1 m_ g SSMH #J-3 \ INV OUT:2723.40 8" (SE) RIM:2747.67 MCBIRNEY LATERAL TO RIM:2735.55 � `b SSMH #I-2 \ cn FO7 13 DEPTH:10.4' \ BE TILED IN CURRENT DEPTH:8.2' � � 40.8' of 8" PVC © 1.42% � RIM:2743.60 � INV OUT:2727.35 8" (E) `� 61.4' of 8" PVC ® 0.41% DEPTH:8.2' � y ! " ' A OPEN DITCH ALIGNMENT INV IN:2737.40 8" (NE) \ INV OUT:2737.30 8" (S) O E. SNAG ST. .�` I INV OUT:2735.39 8" (SW) �\� \ 322.1 of 8" PVC @ 0.60% C C \ - - $..S rs. � Ol } $..S -0ns.-p �23'• .�� 26 O _ E. EXTREME DR. s Q 309.1' of 8" PVC ® 3.74% 3 SSMH .� RIM:2740.78 z SSMH #I-1 199.9' of 8" PVC 0.82% � \ o I` ; • BLOCK6 - APEX WEST SUBDIVISION \ / o RIM:2743.01 - - A W 102.5' of 8" PVC ® 0.40% DEPTH: f.••• �1 BLocKs INV IN:2723.15 8" NW Q DEPTH:8.3' N'.' 25 MERIDIAN, p zi zz ( ) Z: INV IN:2734.81 8" NE zz I" SSMH #J-2 - I V I E R I D I A N I DA H O is n i8 i9 zo � @ INV IN:2723.15 8" (E) i8 ( ) @ I I, RIM:2744.42 - 301 1 \ - E E INV OUT:2723.05 8" (S) «� INV OUT:2734.71 8" (W) DEPTH:8.9' BLocKs 'w' 1 \ I Q (� . . w . . ` PRELIMINARY ENGINEERING PLANS APEX SEWER TRUNK - A �$� . �, I 4 I 24 INV IN:2735.66 8" (N) z PHASE 2 PROJECT - s- SSMH #F-3 SSMH #F-4 v 316.0' of 8" PVC ® 0.40% SSMH #F-5 INV OUT:2735.56 8" (S) x `�', w ." o A Uoi, 7_ i I \ RIM:2735.51 RIM:2737.50 RIM:2740.34 Lu - - - - - w \ g � -A �s DEPTH: DEPTH:15.8' �� DEPTH:8.4' S�pfJAL fH INV IN:2719.65 8" (E) INV IN:2721.78 8" (E) B g INV IN:2732.03 8" (E) �S G� 121.9' of 8" PVC @ 1.51% vi \ '®�\�0,.- \ INV OUT:2719.55 8" (W) INV IN:2721.78 8" (N) INV OUT:2731.93 8" (W) PROPOSED RETAIN AND PROTECT 'T" INV OUT:2721.68 8" (W) D 00 D POOL SITE zWATKINGS DRAIN \ \ \ is 3 iz ii io Q Qs Qi Q Qs 60> 16 is i4 B 1z ii io Q w . . _ _ . . . _ w . . w _ . . _ _ . . w _ w . . w _ . v 860 EXISTING SSMH #F-1 w w W c rUp 8116121 Q RIM 2733.74 41.1' of 8" PVC ® 3.99% W �, ( . _ C� F OF !`� 5725 NORTH DISCOVERY WAY RESIDENTIAL R-8 y 9T v DEPTH:28.2' o \ EXISTING SSCO #J 1 y c) INV IN:2706.50 8" (SE) o� RIM:2742.92 �/N C K\N BOISE, IDAH083713 a �°0 8 8"W 8"W PHONE(208)639 6939 INV IN:2705.67 18" (S) -0 Me 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 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 S1131346600 INV IN:2708.24 8" (E) I `� OUT:2733.00 8" (W) APEX NORTHWEST MATCH LINE - SEE SHEET P P 3 . 1 NV 2' N SUBDIVISION No. 2 INV SHEET NO. N INV OUT:2708.14 8" (NW) I I iz _ (R-15) PP3.0 a o �' 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 �° - s..W s„W a..W IN o MATCH LINE - SEE SHEET P P 3 .0 E. CRESCENDO ST. g 5 8's 8"s s"s o~ x1� _ 6" U O O O O O O O O O O O O O O O O O O O O O O00 °° 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 � cc N w I SSMH #K-4 3 p RIM:2735.03 BLocKa DEPTH:10.6' Go SSMH �K-3 ow " I 43 R M 2732.99 C 3� INV IN:2724.50 8" (E) zs z z6 zs 13 $~ I DEPTH:11.8' INV OUT:2724.40 8" (W) SSMH K-5 ~ wo F F al INV IN:2721.31 8" (E) 37 36 3s 34 3z 31 3o z9 RIM:2737.52 I a0 ~ INV OUT:2721.21 8" (SW) I DEPTH:11.4' 4 WHITE FAMILY LIVING TRUST m 44 I ao 39 3s c� INV IN:2726.27 8" (SE) I. SSMH #K-6 51131346600 a o ,:42I j INV OUT:2726.17 8" (W) 24., RIM:2737.42 o W DEPTH:1 1.0' 48.9' of 8" PVC @ 3.99%�. INV IN:2726.55 8" (S) 8"S 8"S -8"S s"S 8"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 RIIM:2732.58 n n 43.2' of 8" PVC ® 0.42% Q 00 R-15 0 DEPTH:13.4' BLOCK 3 Lu BLOCK 2 18 Lu INV IN:2719.26 8" (NE) 1 0 0 0 � � O' � ( to u . Q: Qi Oz Q Q Qs Q Qi Qs Q 10 11 •= _ r INV OUT:2719.16 8" (S) Lii z C7 209.0' of 8" PVC ® 0.60% O J I � a°- Q Nro 285.5' of 8" PVC C�? 4.00% D D = 19 1 (DW 0w • N N Q � 49 z O 0 ,. lz ALLEY(PRIVATE) ' .lz; �` ALLEY(PRIVATE) vi zo o C vi C p p u.i °e rop 50 60' LD D 60' a �Q WORTHINGTON APEX SEWER TRUNK - ci rOF r' C C �w> MANAGEMENT LLC PHASED PROJECT 51 T°p z3 zz 21 z° 19 is 17 16 15 14 13 23 zz z1 zo 19 lE 17 16 15 14 13 ZZ Q 51131346850 I of dog r°AF 60 SSMH #K-7 vi _ / RESIDENTIAL R-8 0 o RIM•2736.01 52 �' A DEPTH:8.2' z3 / ° INV OUT:2727.81 8" (N) .:. ..' � PRELIMINARY ENGINEERING NOTES 8"S 18 1 5tu 0 0 1 "S 1 S 18"S r �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 oQ i � - - - - - 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 )o 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 o\ 06, oe F F 'A°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 � • � 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<" 00 HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT FUTURE n - LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY 00 STREET SECTIONS, SHEET PP3.5. RESIDENTIAL R-15 LAIEX NORTHWESTLu EXISTING WATKINS r 0QDRAIN TO BE �� UBDIVISION 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 �Ji AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE �Qch = FINAL PLAT DESIGN PHASE. m �'o° w 7. THE GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE PRELIMINARY AND SHALL BE a • Ln Q' DETERMINED WITH THE FINAL PLAT PHASE DESIGN. ° c) vi uj - 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 s" s"s s" 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 � I 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. ;A ° I _ _ _ - • _ I �II �„ _ 11. REFER TO SHEET PP3.2 FOR THE ALIGNMENT "A" SANITARY SEWER PROFILE. r �. - - - - So" I 6" 6"PI 6"PI 10"PI 10 - - GI - - - - - - -G��� GI GI GI Lo 12. REFER TO SHEET PP3.3 FOR STREET SECTIONS. - - - - - - - - - - - - - - - - - - - - - - - O • o ' •'•••'•• '••�•` w� % 13 LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL c PLAT DESIGN PHASE RIAN IN a ---- -- �. EP EI EP EP - N . M P P OP OP OP OP P �g- ?--�Rr�� _-nP P OP OP OP d op-op-op- OP-OP-OP-0 a - - F P Li Li '--Li- Li Li a - - - - - - - R-W R/W R/W R R - - - - - - - - E. LAKEHAZELRD. - - - - - 03 N APEX WEST SUBDIVISION MERIDIAN IDAHO al �`�� � PRELIMINARY ENGINEERING PLANS Y \ \ L - - � Z I S�pNAL fH z 860 E J� 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