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HomeMy WebLinkAboutPublic Utility Plan V1VICINITY MAP: 1"=2,000' DVl APPROVED .._ Sao/2z PRELIMINARY PLAT DATA RESIDENTIAL AREA (R-2) SITE DATA CURRENT ZONING R-2 PROPOSED ZONING R-2 COMPREHENSIVE PLAN DESIGNATION LOW DENSITY RESIDENTIAL BUILDABLE LOT AREA 6.795 ACRES COMMON AREA 3.143 ACRES ROW AREA 1.423 ACRES TOTAL AREA 11.360 ACRES OVERALL LOT DATA TOTAL LOTS 9 RESIDENTIAL LOTS 8 COMMON LOTS - LANDSCAPE 1 MINIMUM PROPERTY SIZE 27,196 SQ. FT. AVERAGE PROPERTY SIZE 36,998 SQ. FT. DENSITY GROSS DENSITY 0.70 UNITS/ACRE NET DENSITY 1.18 UNITS/ACRE RESIDENTIAL AREA (R-8) SITE DATA CURRENT ZONING R-B/R-15 PROPOSED ZONING R-8 COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL BUILDABLE LOT AREA 32.319 ACRES COMMON AREA 7.771 ACRES ROW AREA 13.665 ACRES TOTAL AREA 53.755 ACRES OVERALL LOT DATA TOTAL LOTS 232 RESIDENTIAL LOTS 199 COMMON LOTS - LANDSCAPE 28 COMMON LOTS - SHARED DRIVEWAY 3 COMMON LOTS - ALLEYS 2 MINIMUM PROPERTY SIZE 4,796 SQ. FT. AVERAGE PROPERTY SIZE 7,074 SQ. FT. DENSITY GROSS DENSITY 3.702 UNITS/ACRE NET DENSITY 6.157 UNITS/ACRE FUTURE RESIDENTIAL AREA (R-8) SITE DATA CURRENT ZONING R-8 PROPOSED ZONING R-8 COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL FUTURE BUILDABLE LOT AREA 10.463 ACRES ROW AREA 0.787 ACRES TOTAL AREA 11.249 ACRES OVERALL LOT DATA TOTAL LOTS 2 FUTURE RESIDENTIAL LOT 2 FUTURE RESIDENTIAL AREA (R-15) SITE DATA CURRENT ZONING R-15 PROPOSED ZONING R-15 COMPREHENSIVE PLAN DESIGNATION MEDIUM HIGH DENSITY RESIDENTIAL FUTURE BUILDABLE LOT AREA 16.113 ACRES COMMON AREA - LANDSCAPE 0.255 ACRES ROW AREA 3.349 ACRES TOTAL AREA 19.718 ACRES OVERALL LOT DATA TOTAL LOTS 2 FUTURE RESIDENTIAL LOT 1 COMMON LOT - LANDSCAPE 1 OVERALL SITE SITE DATA TOTAL SITE AREA 96.082 ACRES OVERALL LOT DATA TOTAL LOTS 245 R-2 RESIDENTIAL LOTS 8 R-8 RESDENTIAL LOTS 201 R-15 RESIDENTIAL LOTS 1 COMMON LOTS - LANDSCAPE 30 COMMON LOTS - SHARED DRIVEWAY 3 COMMON LOTS - ALLEYS 2 REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. 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 1/4, AND THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO. BRIGHTON INVESTMENTS LLC S1131244500 SHAFER VIEW ESTATES SUBDIVISION WHITE FAMILY LIVING TRUST S1131346600 DWT INVESTMENTS LLC S1131131675 MURGOITIO LIMITED PARTNERSHIP S1131417220 APE PRE -PLAT BOUNDARY (k 0 150 300 450 Plan Scale: 1" = 150' LEGEND — — BOUNDARY LINE OFFSITE PROPERTY LINE LOT LINE — — — SECTION LINE R-g PROPERTY ZONE 10 LOT NUMBER SURVEY CONTROL NOTES 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL (NAVD88) DATUM. INDEX OF DRAWINGS SHEET NO. SHEET TITLE PP1.0 COVER SHEET PP1.1 EXISTING CONDITIONS PP2.0 PLAT LAYOUT PP2.1 PLAT LAYOUT PP2.2 PLAT LAYOUT PP2.3 PLAT LAYOUT PP3.0 PRELIMINARY ENGINEERING PLANS PP3.1 PRELIMINARY ENGINEERING PLANS PP3.2 PRELIMINARY SEWER PROFILES PP3.3 PRELIMINARY STREET SECTIONS PPL1.0 PRELIMINARY PLAT LANDSCAPE COVER PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN DEVELOPER/OWNER BRIGHTON DEVELOPMENT INC. 2929 W. NAVIGATOR DR., SUITE 400 MERIDIAN, IDAHO 83642 PHONE: (208) 378-4000 CONTACT: JON WARDLE EMAIL: jwardle®brightoncorp.com ENGINEER/SURVEYOR KM ENGINEERING 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE: (208) 639-6939 CONTACT: LACHLIN KINSELLA, P.E EMAIL: Ikinsella®kmengllp.com APEX WEST SUBDIVISION MERIDIAN, IDAHO COVER SHEET Sg\ONAL r \CENSF'o 2L 80 lam Jf8/16/21�o Q ENGINEERING 9C� 9Tf OF \OF Cv� 5725 NORTH DISCOVERY WAY `, K�Ny BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com itally signed by DATE: 8/16/21 hlin C Kinsella, P.E. PROJECT: 21-028 e: 2021.08.16 20:52:24 SHEET NO. 00, P P 1.0 No Text No Text APPROVED Ai2o 22 E. QUARTZ CREEK ST. (k 0 60 120 180 Plan Scale: 1" BRIGHTON INVESTMENTS LLC DWT INVESTMENTS LLC \ \\ 15.07' S1131244500 S1131131675 \ 311' 214.25' \ \ 403.44' 16.88' 8 \ O FUTURE � 8,885 SF RESIDENTIAL R-8 �° 5 \ \ 66. 2 SS 2735 \ 882.18' \ �6)�P��� 20.00' \ °" 0 \ \ 52.50' 3,948 SF \ d 100,101 SF Q OF cp ,Oi� 7 8,251 SF 8.94 \ 64.22' ROB \ \ J` ° 36 °s• JG� 13.12' / \ \ !i 19.46' ,2'00, 2,500 SF <0 26.36' \ \ \ \\ FUTURE ° / \ RESIDENTIAL R-8 sp o° 8,250 SF 9� o e BLOCK6 2Sop, °o .00' °yo 5.05' c 12? \\\ 32 2 'Sp, \ 355,658 SF 36.58' 6y 12 8,250 SF °O O T \ \ � MURGOITIO LIMITED e 6.78' Spp 00' 71499SF 9 7\ o PARTNERSHIP m S1131417220 0 3,6565E (d \ � \\ 8,250 SF C� 2 O' 7 7,500 SF 6 \ 12 8.85' O \ 7.73' �?^ 7 8,250 SF 00 �2S 7,500 SF �23,71500 SF 10.21 8.85' 10.21 17.76' O° O \ Q 8.50' BLOCK 6 \ \ 41 / o° 71500 SF 10° 1 7,500 SF 2Spp. / �A,P> 31 0 8,091 SF \ \ J 42 �2s, 0� 00 °p �!F 10,798 SF \ \ 2.75544 SF 32.78' �Q \ COMMON LOT / O° 0 �2 71500 SF �2s °27 \ COMMON LOT \ 40.82' 0° �2S 7,500 SF `Sp0" / 00, �04, \ \ oO" ° 30 SOT 23� \ 21.37' O O 17. °� 0 600 13 0° 60 �2s 71500 sF 31 00, \ \ \ / P9 ry 7 7,500 SF /23, 7,500 SF ,Q� °O• 3,732 SF \ \ \ o. 2S 23.33' 46.23' °O• O 6.00' / °O 38.40' i� 54.. A� 14 0° / 7,500 SF 7 \ O2 h S N �� 8,380 SF S 8,250 SF pO' 00, 10.21' \ 00 12.00' 0� °a 28 0 72 7,500 SF 8.50' \ 2 hp 50 7,500 SF S \ °O• � 9,87SF � 8,250 SF OO" O \ COMMON LOT OO 12.00' 660 / 0p �2S 7 5000 SF �2S7O500 SF 31,774 SF \ � � \ 72S 8,250 SF OO 34 0° w \ \ \ °O'\6�L �2 7,500 SF �23,7,500 SF Q` V RESIDENTIAL °�� 3 114.60' R-2 20.11 OQ = >p 22, '�2 7,500 SF Qom t� 0 18 \ 600' % \ O,y1 �2 8,453 SF SO°, [�V vi 10,727 SF ,5-S 40.8.g \ \ \ — \ \ \ S°OI I 147.82' 7.82' 0 63' RESIDENTIAL n 10.31 1�k� 12,792 SF R-8 n 11.06' 734 73 Oy r �n •y 8.58' O � 19 \� �O r 13,573 SF Qh A N v ph 0 0 COMMON LOT _ \\ 11- 16�.5° 47.06 6 10,813 SF 22s 17,108 SFO ' � \ /1 00, w w 72 8,250 SF 601 \ �� = BLOCK 9 11,870 SF Sop, O a 21 N o 6 0 38 13,638 SF ° W o 20,259 SF 60 8,250 SF 2S w Op, ° 0 O° 15.86' "5 � 9y6' 66.03' 66.00' 66.00' 66.00' 39 Vj �2 8,871 SF z R J 15.74' = o 0 0 \ U a 44 0 43 0 42 0 41 m 40 N 7,922 SF 7,920 SF 7,920 SF 7,918 SF 11,457 SF Q � 12.90' 66.00' 1 66.00' 1 66.00' 1 53.11' 21.01' E. EXTREME DR. MEF40*-]= MEF40*-]= MEF40*-]= mw-m*-00 RESIDENTIAL R-8 \ \ PRELIMINARY PLAT NOTES 1. ITBAmRE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES 11-2A-6 AND 11-213-3 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 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 PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. 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 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 THEREOF. 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 11-3F. 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 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 ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. APEX WEST SUBDIVISION MERIDIAN, IDAHO PLAT LAYOUT offremoffimm 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: 8/16/21 PROJECT: 21-028 SHEET NO. PP2.1 �ERIDIAN;•- � \ APPROVED \ a M ChM,o M/22 \ 0 60 120 180 Plan Scale: 1" = 60' \\ PRELIMINARY PLAT NOTES W \ \ \ 1. FBXIDRE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS \ LISTED IN UDC TABLES 11-2A-6 AND 11-2B-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 \ \ SSSO' ,/QSj \\ RESIDENTIAL 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH 8.50' IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE Q�• 10.21' \\ PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. Q \ \ \ 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, MURGOITIO LIMITED WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION PARTNERSHIP THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED S1131417220 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 (�00• 2 C'f(�. \ \ OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. !V p O 5,2505E 5 /2 \ 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD. IS PROHIBITED. 660 S �� pp 3,6565E \ \\ 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, CO'L/ 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 8,2505E WITH THE LAND. MAINTENANCE FOR SAID LOTS WILL BE PROVIDED FOR IN THE COVENANTS, 6.29' ra• 7 2R ` !O 5\ 0 I o 2S •Js, � T . W W \Q��� CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR (V p0 W 26.36' W \\ �`�� MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S CO, \ 4 ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF 8,249SF 5.05' R50' � W \ MERIDIAN. THE PRIVATE ALLEYS SHALL MEET THE MERIDIAN CITY CODE 11-3F. W W W W .WWW W W N 8,250 SF SOO• 7` 0�10 W W \ \ Q�e 8. COMMON LOT 24, BLOCK 4 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE �0 2S O 01 T TO PROVIDE ACCESS FOR LOTS 13, 14, 15 OF BLOCK 4. COMMON LOT 42, BLOCK 4 IS ,O � W \ SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 6 J / /`rS W 31 \ 42, 44, 45 OF BLOCK 4. COMMON LOT 23, BLOCK 6 IS SUBJECT TO A BLANKET EASEMENT 8,250 SF �P 20• 10,798SF \ FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 24, 25, 26 OF BLOCK 6. SAID W W W 5.00' 8,687 $F ��S / \ COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR 09• O�� \ ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR Q 30 W \ PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. �34.84• 5.30' �� Q�� oo A 8,776SF W \\ 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. O SO' �W �W W �W W 10,877SF �� �2 ��W BLOCK7 W 14jS2 �0 RESIDENTIAL �O�` 00' �0. 8,253 SF I DSO A R-g � �o W W W W W pe x \ 20,863 SF W W W W W W\ F. W W 0 4i COMMON LOT ` W W W� 40.44' W 38.65' 28 6 12 8,266 $F `L \ 8p W 9,351 SF R130% ,. 28.g5, 8,175 SF �SR• 10.21' Op 58.26' 66.00' 51.79' \ W W I 24.46' a^ 60 \\ 6 22.20' �(� 34.39 3.50' S RESIDENTIAL 14.72' 10.21' SO' I ^.�� \ \ W W W W W W W 10,846 SF R-8 \ 14.99' 13 0 0 60 N �54.3 11,544 SF °j 4 11 � ° n 10 9p \ 70.6412 n 5,580 SF a0 6�fo Cps y9 ' 10,620 SF 9,204 SF I o \ ®�W� WI W \ 9 \ \ 20.32' W Y W W W38.68' �� ^�'�� w 23.22' 09Si ylOr 1�0 31.42' n 25.43' 27 N W WWW .WWW w R 7.81 RSp• 8,668$F in W W ��� W RI 0' W ��W 'P 25.89' 105.13' 66.00' 52.00' 10 98• 2`?O• 52.04'O 75.63' 29.05' 120.00' W W W W W W W W W yW \\ E. EXTREME DR. 39 96 119.99 W �W '� 10,746 SF 0> \ E. SNAG ST. RESIDENTIAL W �-�-� �-�-� �-�-� RSp• - - $ - - —� $ 26 $ o I W�� W W W W \ 0 13.10' 1,867 $F 10.21' 23 0 0 W \ R 2 w 23.00' 26.87' 115.97' 2.99' 13.50' 1_ 9 4,077 SF o 7,200 SF m 71200 SF W W W W W W W \W = = W \ \ 69 120.00' 120.00' W W W W W W W W\ 66.00' 66.00' 60.00' 56.07' 60.6fi 6252 60.00' 60.00' 60.00' 44.96' 45.14' o WWW 23.29' 23.14' o 0 z W v��� w 3.9 3' o O 0 15.13' 0 0 0 0 W 2 W W W W W W W \ z > Oo Oo m i o 25 o O o I WW¢ S� WWWWWWWWWWWW W W W =W \ Q 8,974 SF o 0 0 o h 21 n 135.97' o 0 0 o M O " W W 2�$ WWWW W W. W (POOL SITE)W W W W W W W W 1 \ \ 0 0 0 0 0 0 0 0 0 22 0 7,200 SF `D 7,200 SF <0 0 2 COMMON LOT O 'CoN 22 120.00' 120.01' } o W W W W \ J g W 0 16 0 17 ,5 18 ,5 19 ,5 20 W 5 18 5 19 5 20 5 21 - A./ W W Zi . N N N N N 7,669 SF 8,822 $F N 8,259 $F 60 W N N N N N 8,084 SF 30.00' .` W W W W 'W W W W W W W W W W W W BLOCK W W = 8,250 SF 8,250 SF 7,500 SF 7,500 SF I 7,500 SF 7,500 SF 7,500 SF 7,507 SF W W W W W W W W W W W W W W W m > r BLOCK 6 \ 0 0 o a o 0 0 0 w M WQ \ 0 0 0 W\\WWW W WW U vi z m O m �I z o 24 o O o ¢ nWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWW \ W W I— o BLOCK 8 6.00' <0 8,974 SF 21.97' m 0 . 2 m 9,000 SF tO 7,201 SF tO vi W W W W W W Q o 0 66.00' 66.00' 60.00' 60.00' 60.00, 66.00' 60.00' 54.00' 60.00' a o 0 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 30.00' 30.00' 60.00' 30.03' W W W W W W W W W W W W \ N U W r. N V W 15 17 z 3,7255E Wy ( 4,982 $F �'�i W W W WWW W W W W W W W W W W W W WWW W WWWWWWW WWWWWWW W WWW W W W W WWW W?7 ui W W W W W\W W Wg Wo.� I W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWS//W �W W WWI W W aN0 0 0 0 0 0 0 0 0 0W°W 0 0 0 0 0 0 0 0 0 0 W WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 14 ,5 13 ,5 12 ,5 11 ,5 10 ,5 O9 ,O O8 ,O O7 ,5 © ,5 W ,5 16 ,5 15 ,5 14 ,5 13 ,5 12 ,5 11 ,5 10 ,5 O9 ,5 O8 ,5 W O7 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W N N N N N N N N N rj N N N N N N N N N N 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 7,500 SF 7,500 SF 7,500 SF 7,500 SF 7,500 SF — 3,635 SF W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W f 2,737 SF ^ w W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 149'W W W W W W W W W W W W W W W W WWWWWWW W W WWW WWWWWWWWWWWWWWWWWWWW BLOCKIO 10.82' W I W 5.01' WWWWWWWW W W W W W W W W W W WW W W W W "WWWW W W W W W W W W W W W W W W W W W 540.53' W O30.80' S5.48' 66.00' 60.00' 60.00' 60.00' 66.00' 60.Do' 60.00' 60.00' W I 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 12,820 SF COMMON LOT W .18' E. CRESCENDO ST. 15 47?0.21' 13.50' 18.18' 10.21 ' 14.07' 1.50' �-�-E MfE MfE MfE m I�fE mfE M-�-E MfE MfE M-�-E M-�-E WHITE FAMILY LIVING TRUST 51131346600 MATCH LINE - SEE SHEET PP2.3 I W � W > W RESIDENTIAL W W APEX NORTHWEST W W R-8 W a SUBDIVISION No. 2 W W W W W (R-15) vi APEX WEST SUBDIVISION MERIDIAN, IDAHO PLAT LAYOUT 1101713rdwiff ME 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: 8/16/21 PROJECT: 21-028 SHEET NO. PP2.2 APPROVED 04i2m22 RESIDENTIAL R-8 MATCH LINE - SEE SHEET P P 2.2 25 92' 3.50' E. CRESCENDO ST. :77. j0'' .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 Plan Scale: 1" = 60' 0 0 0 53 0 0 0 54 0 0 O 55 0 0 0 56 0 0 0 57 0 0 0 0 0 58 0 59 0 0 0 60 0 0 0 61 00 0 0 0000000 0 0 0 0 0 0 0 62 0 63 0 0 1O 0 O2 0 O3 0 0 4O 0 0 OS 0 0 O6 0 0 7O 0 0 O8 0 0 O9 0 0 10 0 o 0 11 0 u N N N N N N N N N N N N N N N N N N N N N N N 12 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 6,000 SF 6,002 SF 2,961 SF BLOCK 2 12,820 SF WHITE FAMILY z LIVING TRUST 0 S1131346600 0 PROPOSED 19GRAVITY IRRIGATION EASEMENT EAGLET LLC S1131347000 0 z 0 C, 0 u BLOCK 10 O 11,106 SF 0 0 25.91 - COMMON LOT 10.00' 50.05' 1 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' 25.0( 19,303 SF O O O C 00 BLOCK 4 BLOCK 4 s,( SF a, os SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30.00' 30.03' 41 0 0 09 0 0 39 0 0 38 0 0 37 0 09 0 0 35 0 0 0 34 0 0 0 32 0 0 31 0 0 30 0 0 29 0 0 28 0 0 27 0 0 26 o 0 25 F 0 0 135.01' C 120.00' F N N N N N N N N N N N N N N N N O 14 0 0 0 9 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 c 44 0 0 � 2 v 5,400 SF ` 5,280 SF N 15.00' o0 0 134.99' 120.00' 14.64' 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' Li 1.78' u 24 0 15 45 00 42 A2' h0' 3g 6 0 5,399 SF 2,747 SF 5,280 SF z,743 SF so E. HIGH POINT ST. 30 1098 o- 23.10' c 120.00' O^h .5 �� - - - - - - - - - 8.29' �50 16 25.10' O O 46 16.53' 2322" 22.82' �� 5,6665E 5,538 SF 37 47• 22.82 23.12' 30,73' 135.83' C 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 c 120.63' 10.02' C 0 10.04' 0 8.20' 0 0 0 5,257 SF 47 rn 0 BLOCK 3 z 60 z BLOCK 2 0 w > 130.00' 5,282 SF „"�� ui 0 >¢ o0 ou a 2O2 o 0oO3 0 00O4 0 ooOS 0 00 6O 0 0o07 0 00 8O 0 00 9O 0 o 00 10 0 � g ° o Mo o Iq ° o 0O 0 0O 0 oO 0 0O 0 0O 0 oO 0 0O 0 0O 0 o 10 2 o o O 18 5,2005E C c ` 120.00' 48 O 1 N 11 a O N N N N N N 11 o 1 30.00' 5,280 SF ~ 1,360 SF 4,796 SF 4,800 SF 4,800 SF 4,800 5F 4,800 SF 4,800 SF 4,800 5F 4,800 sF 4,800 SF 1,762 SF 1,71 5F 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 1,353 SF x 0 O 19 C C `^ 15.76' vi O 120.00' 12.00' 15.76' 11.97 5,200 SF 0o I 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' 130.00' 49 5,280 SF 20.00' oN 12 7,755 SF PRIVATE ALLEY (COMMON LOT) PRIVATE ALLEY (COMMON LOT) 7,755 SF 12 20.00' 1 I o 00 20 C 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 5,200 SF 0 12.01 o I z o 15.76' p F o 1 1 I 130.00' t 60 RESIDENTIAL R-8 o w '76 o RESIDENTIAL R-8 0 60 00 0 21 C s, 8o SF I o > o 2 g o ) 5,200 SF ` o 120.00' o 'n o ri O M m 22 0 O 0 21 o O 0 20 o O 0 19 o O o 18 o O 0 17 o O 0 16 O O 0 15 o o O O 0 14 o 2 o u `n Q M o z O_ `n M o 2 O u O o 0 22 O 0 0 21 O 0 o 20 O o o 19 O o o 18 O 0 o 17 O 0 0 16 O 0 0 15 o I� o r� o 14 O u m 'n Nj O 130.00' O 51 O o o 23 N N N N N N N N N 13 23 N N N N N N N N N 13 O 22 C 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 O 5,200 SF c ) 130.00' SF COMMON LOT u 13.50' 3,782 SF COMMON L OT 3548" 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' 014,622 107.00' 25.92' 22.8 ' 22 25.91' 04.01' - -13.4 -. 21.33' - - - - - L2I - - - -4.56' - 21.36' - E. PHENOMENAL ST. 25.92' 1199.50' 1. 134343 ' I FUTURE RESIDENTIAL R-15 co BLOCK 1 rn M O 701,902 SF Z O oQ z 0 Z "�W (N �m O W a- o>w MU - - - - - _ U - - 9.00' 9.31' 134.03 115.60' 21.42' �59945' i In E. LAKE HAZEL RD. I 10. 34.69' APEX NORTHWEST SUBDIVISION No. 2 (R-15) 19.00, 3.42' APEX NORTHWEST SUBDIVISION No. 1 N (R-15) N PRELIMINARY PLAT NOTES 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES 11-2A-6 AND 11-213-3 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 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 PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. 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 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 THEREOF. 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 11-3F. 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 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 ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. APEX WEST SUBDIVISION MERIDIAN, IDAHO PLAT LAYOUT SS\ONAL fNC �oFF �YCENSf iy 4 860 lum J� 8/16/21 0 90 9Tf OF YAP !vim 5725 NORTH DISCOVERY WAY C. KBOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: 8/16/21 PROJECT: 21-028 PP2.3 CifI nx APPROVED 9II 9 I BASE o M/22 I APEX SEWER TRUNK - PHASE 1 PROJECT v x EXISTING SSMH #A-1 RI M:2718.33 DEPTH:16.1' 9 x INV IN:2703.45 8" (E) $I IN IN:2702.37 21" (S) INV OUT:2702.27 21" (N) I V Ix I9I x v Ix Ix �Il�x �I Ix O � Ix �x I NIII185.2' of 8" PVC ® 0.40% O I c - - 2+00- 74.6' of 8" PVC ® 0.40% 8 \x0 \\c II \Rx� SEWER ALIGNMENT"A" - \\o SSMH #A-2 \\\� REFER SHEET PP3.2 FOR RIM:2718.52 \ SANITARY SEWER PROFILE DEPTH:14.3' \ m\ INV IN:2704.30 8" (SE) INV OUT:2704.20 8" (W) \R \�x� c SSMH #A-3 .0. \� o RIM:2718\\ c\\ DEPTH:14.4.4' OF INV IN:2704.70 8" (SE) ,o s INV OUT:2704.60 8" (NW) c o II \\ \\\d\o c+ v� SSMH #A- x 4 \ RIM:2721.58 DEPTH:15.3' \ \ N I INV IN:2706.40 8" (SE) 3 INV OUT:2706.30 8" (NW) \ \\ `0. \ o \ o\ BRIGHTON INVESTMENTS LLCos\\4o �\ IN 151131244500�0 SSMH #A-5 p RIM:2727.03 n I 'Rp9 \ DEPTH:19.0' v� \ s \/ INV IN:2708.10 8" (SE) w \S �x INV OUT:2708.00 8" (N' \ \ \\\\ 72 " \ \ DWT INVESTMENTS LLC S1131131675 \ \\oP\ +\ Op\ \ \ \ \ I of 8" PVC 00.41 + I \ SSMH #A-7 ,p\ RIM:2730.71 DEPTH:20.9' INV IN:2709.90 8" (E) + INV OUT:2709.80 B" (SW) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OP ---- - - - - - - - - - - - - - - - - - - - - - 52.5of 8" PVC ® 0'40% �o ' \ SSMH #A-8 FUTURE \ RIM:2730.92 0 100 200 300 Plan Scale: 1" = 100' e,\ o RESIDENTIALR-8 J FUTURE \S �p G c \ \ DEPTH:20.8' \ J RESIDENTIALR-8 \ \oo \ INV IN:271o.0. 8" (SE) ' G o \\ INV OUT:2710.11 8' (W) 278,9' of 8" PVC ®0.40% -a - ss SEWER ALIGNMENT"A" - 325.0' of 8" PVC ® 0.40% ---g �sr c \ REFER SHEET PP3.2 FOR x g SANITARY SEWER PROFILE APEX SEWER TRUNK - \\\ \ o� �\ �9L - SSMH #A-6 SSMH #A-10 , PHASE 2 PROJECT \ `� \, 6'S RIM:2731.64� \ _ o DEPRIMTH: PRELIMINARY ENGINEERING NOTES N DEPTH:22.2' � \ \ DEPTH:19.8' NV IN:2709.50 8" (NE) c PRELIMINARY v �\ m, v wv ouT:2711ss 8" (sw) INV IN:2709.50 8" (SW) Q9 L9 c \ INV OUT:2709.40 8" (NW) 3e \ 132.5' of 8" PVC ® 0.40% 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE Q' B 0 C p0 LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAIN IN E. g o Ox SSMH #A-9 LAKE HAZEL RD. AND THE PROPOSED WATER MAINS IN APEX NORTHWEST SUBDIVISION Nos. 1 o ti RIM:2733.82 o` \ AND 2. SHAFER VIEW ESTATES \ °� E 39 ® Q g,, o \ DEPTH:22-5' SUBDIVISION \ a �\ QJ �h �' ' G) s C \ INV IN:2711.43 8" (NE) 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL INV IN:2711.43 8" (SE) BE SERVED BY THE SANITARY SEWER TRUNK LINES CONSTRUCTED WITH THE APEX SEWER RETAIN AND PROTECT \ do ' 0 6 0� INV IN:2711.43 8" (SW) TRUNK - PHASES 1-3. WATKINGS DRAIN r \ \\ INV OUT:2711.33 8" (NW) MURGOITIO LIMITED \ \` "� 0 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE \ °� �" \ ' " DETERMINED WITH THE FINAL PLAT DESIGN PHASE. -aoi„ \ \ 310.0of 8PVC ® 4.50% op ..... dou\\ V -r, 61 �� O S1131417220 PARTNERSHIP 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH dot idol \ o o r� d•. \ SSMH B-1 THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. EG _d T \ 42 4 @ �' \ RIM:2737.92 AEG of \ -0, ' / \\ '1 LL� - C ® Q•' s \ c \ 5. THE ALLEYS LOCATED WITHIN COMMON LOT 12, BLOCK 2 AND COMMON LOT 12, BLOCK 3 \ O. DEPTH:12.5' t o \ .� \ ARE PRIVATE ALLEYS. ALL ALLEYS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE EG ao! r1 \oti \ 1 BLOCK9 JG P �� c INV IN:2725.48 8" (SE) O a o• \ \ \ Q O L F \ \ \\\\( HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT �\ - INV IN:2725.48 8° SW ) LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY ` f e•!r \ INV OUT:2725.38 8" (NW) STREET SECTIONS, SHEET PP3.5. SSMH #C-1 o,g �" S•¢ o RIM:2742-07 RESIDENTIAL � o' c \ 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE COLLECTED AND ROUTED TO STORM 1 DEPTH:15.5' O 'P \oq oq p a \ 266.5' of 8" PVC ® 2.76% FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE R-2 NV OUT:2726.62 8" (NE) c \ \ I 0 3z \ I AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE z0 SSMH o SSMH #B-2 FINAL PLAT DESIGN PHASE. RIM:2743.83 6e \ RIM:2741.24 0 / / I I 1 �LL • - , - , • - DEPTH- 12.4' 33 DEPTH:8.4' 7. THE GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE PRELIMINARY AND SHALL BE INV IN:2731.53 8" (SW) 'hg„ c \ INV IN:2732-94 8" (S) DETERMINED WITH THE FINAL PLAT PHASE DESIGN. INV OUT:2731.43 8" (NE) 16 INV OUT:2732.84 8" (NW) - - JG �`��. o \ 8. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE APEX o a / I - - - /� tQ a •\ 133.5' off 8" PVC ® 0.64% 61 G Q O \ 43.1' of 8" PVC ® 0.60% NORTHWEST AND APEX SOUTHEAST PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE SSMH #D-2 6 �O \ IRRIGATION SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT as o Q 0 ., s - \\ R MM274290 RIM:2742.53 BLocK9 q C _ o # DESIGN PHASE. DEPTH:10.2' / 3 BLOCKIO 4 I 100.2' of 8" PVC ® 0.61%' -INV IN:2732.48 8" (W) oo O� s \ DEPTH:9.7' 9. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE Q '.'.',INV OUT:2732.38 8" (NE)°c� \ INV IN:2733.30 8" (SW) STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE LG3�l /ao / EG 30"Gl ' � � � . -�,'. . � \ 1 om4,� � -� ,�I% % - �� - - � � [nf 0 INV OUT:2733.20 8" (N) IRRIGATION. �OQ-,\, G \ I I a �\? ems\ 0 0 10. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED R4 8.83 ,S �301\ r z © o \ DURING THE FINAL PLAT DESIGN PHASE. SSMH #D-1 3p1 P, 31 \\ \ SSMH #J-4 11. REFER TO SHEET PP3.2 FOR THE ALIGNMENT "A" SANITARY SEWER PROFILE. o \ r RIM:2741.59 46.8' of 8" PVC ® 3.99% 30� SSMH #E-1 Q J� \ \ \ 1- 4 \ C RIM:2746.08 \ / ; DEPTH:8.5' v RIM:2745.64 \ �� 12. REFER TO SHEET PP3.3 FOR STREET SECTIONS. INV OUT:2733.09 8" (E) SSMH #G-3 \. ' DEPTH:8.2' p�.e C DEPTH:8.3' �� \ \ © I RIM:2741.77 m INV OUT:2737.44 8" (NE) BLocK2 �Q e 30 \ INV OUT:2737.78 8" (SW) Q�Q 1 zl 22 3. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL \ III SSMH #H-3 DEPTH:17.8' �11 0 \ \\ \ �roF PLAT DESIGN PHASE. _Q� 29 0 1 \ zo RIM:2739.74 INV IN:2724.11 B" (SW) 148.8' of 8" PVC ®0.60%`' o \ \ ��Q DEPTH, 14.9' INV IN:2724.11 8" (NE) - <- l INV IN:2724.90 8" (W) INV OUT:2724.01 8" (SE) 3B SSMH #G-4 SSMH #B-4 C \\ h INV OUT:2724.80 8" (NE) ii RIM:2742.14 ' �RIM:2746.22 0 c \ 171.2' of 8" PVC ® 0.40% DEPTH:16.2' ��` :. DEPTH:12.0'RIM\ SSMH #H-2 INV OUT:2725,98 8" (SW).'.-.•,','.-. .\� INV OUT:2734.20 8" (NE) \ c \ / \ I DEPTH: 39 14 125-2' of 8" PVC 00.41 % �..� , V8 - \ Q I INV IN:2725.41 8" (W) SSMH #G-2 @ - _ � NV OUT:2725.31 8" (E) RIM:2741.23 601, ?� - \ rGb- \ J I \ 62.2' of 8" PVC ®0.61 DEPTH:17.8' B -_ B INV IN:2723.50 8" (NW) - - • SSMH J-3 v SSMH # INV OUT:2723.40 8" SE RIM:2735.55 "° � w - e � (. ) SSMH I-2 - _' RIM:2747.67 MCBIRNEY LATERAL TO \ \ I DEPTH:8.2' 40.8' of 8" PVC ® 1.42% ya RIM:2743.60 I INV IN 10.4' BE TILED IN CURRENT vi ' I \ \ \ OPEN DITCH ALIGNMENT / INV OUT:2727.35 8" (E) 61.4' of 8" PVC ® 0.41% a DEPTH:8.2' �3 y0 \ *INV IN:2737.40 8" (NE) .__. INV OUT:2737.30 8" (S) \ / opt 0 E. SNAG ST. � INV OUT:2735.39 8" . . . I 322.1' of 8" PVC ® 0.607. o o C B"S -co 0 > 8"S 8"S - xi (a\ .. E.. EXTREME DR. s - Q 309.1' of 8" PVC ®3.74% SSMH #G-1 o \ RIM:2740.78 z0 SSMH #I-1 BL°CKfi 199.9' of 8" PVC 0 0.82%��1 LL c \ co102.5' of 8" PVC ® 0.40% DEPTH:1.78 \ BLOCKS INV IN:2723.15 8" (NW) ¢ DEPTH:8.3'`�-�y� Q \\ \ INV IN:2734.81 8" NE SSMH #J-2 Q° zz INV IN:2723.15 8" (E) Vz, Q ( ) RIM:2744.42 \ ` E E INV OUT:2723.05 8" (S) _ INV OUT:2734-71 8" (W) r e sLoeKs' , • - - - - `- aw DEPTH:8.9' ¢ APEX SEWER TRUNK - \ o e. ,',• �,', .... \ SSMH SSMH F 5 INV IN:2735.66 8" (N) � PHASE 2 PROJECT - - -° , e • #F-3 SSMH #F-4 - y 316.0' of 8" PVC ® 0.40% # INV OUT:2735.56 8" S \ RIM:2735.51 vi RIM:2740.34 () x RIM:2737.50 w \ \ A. \ •'-� - ILL - DEPTH:16.0' DEPTH:8.4' I a \ \- I DEPTH: Q .. I --- LL - LL INV IN:2719.65 8" (E) NV IN:2721.78 8" (E) B ' , " J B INV IN:2732.03 8" (E) o 121.9' of 8" PVC ® 1.51 % v \ INV OUT:2719.55 8" (W) INV IN:2721.78 8" (N) INV OUT:2731-93 8" (W) H - - PROPOSED - \ I \ ' \\ INV OUT:2721.68 8" (W) aD POOL SITE \ RETAIN AND PROTECT -`' ` V D-_. D'.' WATKINGS DRAIN ,\, \, \�"- � 13 10 � © '0 © .0 60' © 0 ( 0 0 0 � @ '0- o EXISTING SSMH #F-1 II O -I O O _ - - - - RIM:2733.74 \ % N 41.1' of 8" PVC ® 3.99% RESIDENTIAL R-8 DEPTH:28.2' o EXISTING SSCO #J 1 EXISTING SS LL, _ o INV IN:2706.50 8" (SE) or a' INV IN:2705.67 18" (S) r oror I o o E. CRESCENDO ST. o BDEPTH:9-2' e w e w \ INV OUT:2705.57 18" (NW) \ 1 28'B"S 8"S Lo-8"S s"s 8"S 8"S LOWS 8"S INV IN:2733.72 8" (N) SSMH #F-2 w - 3.8' of 8" PVC ® 3.99% , .. 337.5' of 8" PVC ® 0.60% . 400.0' of 8" PVC ® 2.54%7r 161.5' of 8" PVC ® 0.60% INV OUT:2733,72 8" (S)Ilk 6' SSMH #F-6 RIM:2733.36 �' - >t = � � � = RIM:2741.20 WHITE FAMILY LIVING TRUST DEPTH:8.2' SUBDIVISION No. 2 DEPTH:25.2' a Y o o APEX NORTHWEST 51131346600 INV IN:2708.24 8" (E> MATCH LINE -SEE SHEET P P 3 .1 N INV OUT:2733.00 8" (W) (R-IS) INV OUT:2708.14 8" (NW) I, - ` I I- - 12 APEX WEST SUBDIVISION MERIDIAN, IDAHO PRELIMINARY ENGINEERING PLANS 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: 8/16/21 PROJECT: 21-028 HEET NO. PP3.0 APPROVED AiM22 0 100 200 300 Plan Scale: 1" = 100' PRELIMINARY ENGINEERING NOTES 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. LAKE HAZEL RD. AND THE PROPOSED WATER MAINS IN APEX NORTHWEST SUBDIVISION Nos. 1 AND 2. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY THE SANITARY SEWER TRUNK LINES CONSTRUCTED WITH THE APEX SEWER TRUNK — PHASES 1-3. 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. 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. 5. THE ALLEYS LOCATED WITHIN COMMON LOT 12, BLOCK 2 AND COMMON LOT 12, BLOCK 3 ARE PRIVATE ALLEYS. ALL ALLEYS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY STREET SECTIONS, SHEET PP3.5. 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE COLLECTED AND ROUTED TO STORM FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. 7. THE GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE PRELIMINARY AND SHALL BE DETERMINED WITH THE FINAL PLAT PHASE DESIGN. 8. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE APEX NORTHWEST AND APEX SOUTHEAST PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. 9. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE IRRIGATION. 10. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN PHASE. 11. REFER TO SHEET PP3.2 FOR THE ALIGNMENT "A" SANITARY SEWER PROFILE. 12. REFER TO SHEET PP3.3 FOR STREET SECTIONS. 13. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN PHASE. APEX WEST SUBDIVISION MERIDIAN, IDAHO PRELIMINARY ENGINEERING PLANS 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: 8/16/21 PROJECT: 21-028 PP3.1 No Text APPROVED AiM2z 20' PL-PL 1' LANDING, TYP. CONCRETE 3/4"-MINUS CRUSHED AGGREGATE BASE STREET SECTION A (PRIVATE ALLEY) SCALE: NTS 60' RIGHT-OF-WAY 41- 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' 5' SIDEWALKr8' 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 NOTE: \ .. .. r ... STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING��������j REPORT AND ACHD'S REQUIREMENTS. � � V��������� ������������VA�� �/ 1' LANDING, 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE 60' RIGHT-OF-WAY 41- 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' 5' SIDEWALK 8' PLANTER 7.5 9 9 7.5 8' PLANTER 5' SIDEWALK 3:1 MAX. PARK LANE-TBC THRU LANE THRU LANE PARK LANE-TBC SLOPE TO EXISTING 1' LANDING, TYP. 3" ROLLED CURB, AND GUTTER, TYP. COMPACTED SUBGRADE STREET SECTION B (LOCAL) SCALE: NTS ASPHALT PAVEMENT -3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE 60' RIGHT-OF-WAY 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' 5' SIDEWALK 8' PLANTER 7.5 9 9 7.5 8' PLANTER 5' SIDEWALK 3:1 MAX. PARK LANE-TBC THRU LANE THRU LANE PARK LANE-TBC SLOPE TO EXISTING 1' LAN D N TYP., VERTICAL CURB 3" ROLLED CURB ASPHALT PAVEMENT AND GUTTER AND GUTTER COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE STREET SECTION C (LOCAL) SCALE: NTS 2' 10' MULTI -USES' PLANTER PATHWAY 3:1 MAX. SLOPE TO EXISTING 11.5' nl ITQnC I AKIC STREET SECTION G (PRINCIPAL ARTERIAL 26.5' TBC-TBC -3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE 110.5' RIGHT-OF-WAY 9' MEDIAN STREET SECTION D (LOCAL) SCALE: NTS 0.5' T^-7j�5`SIDEWALK 8' PLANTER 3:1 MAX. SLO EX 63' RIGHT-OF-WAY 18' TBC-CL 18' CL-TBC 6 BIKE LANE E y� OUTSIDE LANOUTSIDE LANE ~�BIKE 6LANE� STREET SECTION E (RESIDENTIAL COLLECTOR) SCALE: NTS I� `- 0.5' 3:1 MAX. I SIDEWALK 8' PLANTER SLOE f T EX 8 RIGHT-OF-WAY 0.5' 8' PLANTER 5' SIDEWAL 0.5' 21' TBC-TBC 18' MEDIAN 21' TBC-TBC �8' PLANTER 5' SIDEWALL1 STREET SECTION F (RESIDENTIAL COLLECTOR) SCALE: NTS 26.5' TBC-TBC COMPACTED SUBGRADE 8' PLANTER �1.5' ACHD SIDEWALK EASEMENT 3:1 MAX. SLOPE TO EXISTING SCALE: NTS ROW ROW 1.5' ACHD SIDEWALK 122' RIGHT-OF-WAY EASEMENT 0.5' 2 10' MULTI -USE 8' PLANTER 48.5' TBC-TBC 8.5' MEDIAN 26.5' TBC-TBC - 8' PLANTER 10' MULTI -USE PATHWAY 11.5' 11.5' 11.5' 11.5' 11.5' 11.5' PATHWAY 3:1 MAX. 3:1 MAX. SHOULDER TURN LANE THRU LANE TURN LANE THRU LANE OUTSIDE LANE SLOPE TO SLOPE TO EXISTING EXISTING i 6" VERTICAL CURB AND GUTTER, TYP. ASPHALT PAVEMENT 6" VERTICAL CURB, COMPACTED SUBGRADE TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE STREET SECTION H (PRINCIPAL ARTERIAL) 6" MINUS PIT -RUN SUBBASE SCALE: NTS 1.5' ACHD SIDEWALK 122' RIGHT-OF-WAY EASEMENT 0.5' 10' MULTI -USE 2 PATHWAY 8' PLANTER 26.5' TBC-TBC 8.5' MEDIAN 48.5' TBC-TBC 8' PLANTER 10' MULTI -USE 3:1 MAX. 11.5' 11.5' 11.5' 11.5' 11.5' 11.5' PATHWAY SLOPE TO OUTSIDE LANE THRU LANE TURN LANE �THRU LANE TURN LANE SHOULDER 3:1 MAX. EXISTING SLOPE TO EXISTING COMPACTED SUBGRADE �/ 6" VERTICAL CURB, J---6" VERTICAL CURB PAVEMENT AND GUTTER, TYP. TYP. �ASPHALT /4-MINUS CRUSHED AGGREGATE BASE STREET SECTION I (PRINCIPAL ARTERIAL) 6 MINUS PIT -RUN SUBBASE SCALE: NTS APEX WEST SUBDIVISION MERIDIAN, IDAHO PRELIMINARY STREET SECTIONS SgYONAL fNc �oFF �YCENSf iy 6860 lum Jf 8/16/21 0offremoffimm -7 9A- OF YAP !vim 5725 NORTH DISCOVERY WAY C• K�N� BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: 8/16/21 PROJECT: 21-028 PP3.3