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HomeMy WebLinkAboutPre-plat V1E APPROVED QUARTET SOUTH SUBDIVISION PRELIMINARY PLAT 0118122 A PARCEL OF LAND SITUATED BEING A PORTION OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 34, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO. PRELIMINARY PLAT DATA RESIDENTIAL AREA (R-8) SITE DATA CURRENT ZONING RUT PROPOSED ZONING R-8 COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL BUILDABLE LOT AREA 25.892 ACRES COMMON AREA 9.764 ACRES ROW AREA 13.169 ACRES TOTAL AREA 48.826 ACRES OVERALL LOT DATA TOTAL LOTS 270 RESIDENTIAL LOTS 229 COMMON LOTS - LANDSCAPE 32 COMMON LOTS - SHARED DRIVEWAY 2 COMMON LOTS - ALLEYS 7 MINIMUM PROPERTY SIZE 3,579 SQ. FT. AVERAGE PROPERTY SIZE 4,925 SQ. FT. DENSITY GROSS DENSITY 4.69 UNITS/ACRE NET DENSITY 8.84 UNITS/ACRE RESIDENTIAL AREA (R-15) SITE DATA CURRENT ZONING RUT PROPOSED ZONING R-15 COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL BUILDABLE LOT AREA 14.755 ACRES COMMON AREA 0.218 ACRES ROW AREA 3.809 ACRES TOTAL AREA 18.781 ACRES OVERALL LOT DATA TOTAL LOTS 3 RESIDENTIAL LOTS 2 COMMON LOTS - LANDSCAPE 1 TOTAL SITE AREA 67.607 ACRES OVERALL LOT DATA TOTAL LOTS 273 R-8 RESIDENTIAL LOTS 229 R-15 RESIDENTIAL LOTS 2 COMMON LOTS - LANDSCAPE 33 COMMON LOTS - SHARED DRIVEWAY 2 COMMON LOTS - ALLEYS 7 REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. QUENZER FARMS LP SO433417200 QUENZER FARMS LP SO433427800 BIRCHSTONE CREEK SUBDIVISION [a z > a U 0 z QUARTET SOUTHEAST SUBDIVISION No. 1 W. SIERRA MADRE DR. W. MACHADO DR. a w p p U' z W. DURANGO DR. 00, j � o 0 0 a 0 0 0 C O F! W BECKY DR. O 0 u 0 m z m W. ASPENSTONE ST. II II I I I I W.DUGAN FIVE MILE CREEK a O 2 O O O O Z co I (D0 0 z W. CREASON ST. G'1J QUARTET S SUBDIVISION PRE BOUNDARY VICINITY MAP: 1"=2,000' I.1 0 150 300 450 Q Plan Scale: 1" = 150' 0 O LEGEND O xL — — BOUNDARY LINE OFFSITE PROPERTY LINE LOT LINE © SECTION LINE FARMS LP R_8 PROPERTY ZONE (DNAOMI SO434346900 10 LOT NUMBER O 0 O SURVEY CONTROL NOTES o O 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL ,. (NAVD88) DATUM. 0 (D O (D O O 0 (D O O O O sk z (D O _ RESIDENTIALZONE BOUNDARY O ' s�s =0 ui RESIDENTIAL O RESIDENTIAL R-15 (D I W. TRILBY ST. 0 0 0 0 0 BLOIX 2 O O x a m I' p I z I — — —. — ... _.. .. . W. W. USTICK RD. NAOMI FARMS LP SO434346600 EP � 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 PP3.0 PRELIMINARY ENGINEERING PP3.1 PRELIMINARY ENGINEERING PP3.2 PRELIMINARY ENGINEERING PP3.3 PRELIMINARY SEWER PROFILES PP3.4 PRELIMINARY SEWER PROFILES PP3.5 PRELIMINARY STREET SECTIONS PPL1.0 PRELIMINARY PLAT LANDSCAPE COVER PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN PPL4.0 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 QUARTET SOUTH SUBDIVISION MERIDIAN, IDAHO COVER SHEET SS\ONAL fNC �oFF �YCENSk- iy Q 860 J 7115121 0 lam r r -k- E N G I N E E R I N G 9C) 9Tf OF YAP !vim 5725 NORTH DISCOVERY WAY y�//v C. K�N� BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com IigitaIly signed by achlin C Kinsella, P.E. late: 2021.07.15 1:27:30-06'00' DATE: 7/15/21 PROJECT: 21-027 KLAMATH BASIN SUBDIVISION STATEN PARK SUBDIVISION PP1.0 No Text APPROVED D1i8,22 a Y U O 2 m z 275.34 401' W. MACHADO DR. W. SIERRA MADRE DR. QUARTET SOUTHEAST SUBDIVISION No. 1 A RESIDENTIAL (R-8) 1O. "` BLOCK 2 30.00' 4278 O 41.49' 9 40.00' 42.67' 50.12' 46.88' 'r0- 8,777 SF 7.33' N O 0 14.14' o � o O 'o 5,726 SF 0 0 0 No O 'o0 5,726 SF 50, - 3g O m 3,587 SF n COMMON LOT ry�ti � 13 24,047 SF RESIDENTIAL (R-8) m m N 120.00' 15.93' °� 14 0 m 5,477 SF rn 120.00' RSRg� \ O 15 o 1O�j1 5,280 SF 24.36' 20.00' 0 0 14.38' 0 16 a 0 a 5,280 SF 44.00' 44.00' 50.00' v0 10 0 11 0 N 12 n r 5,282 SF 5,280 SF 5,991 SF 32.64' 44.00' 43.50' 0 120.00' 0 0 5,280 SF = 120.00' 0 0 °' Z 18 a 5,280 SF 120.00' I 113 50' 0 4 0 0 19 a OO N O O OS oo- 6,191 SF 0� 5,280 SF 5,950 SF 6,000 SF 6,011 SF 6,435 SF 46' 0- 11.38' 10.21' 285 SF — 120.00' 5265 — 7.33' y 20 61.69 � 5,280 SF � COMMON LOT 60.37 / 50.00' 42.67' 50.08' o, COMMON LOT 50.26' 50.24' 25.93' a BECKY pR• g065' 120.14' O 120.00' o 26.20' N1- COMMON LOT 10.21 0 0 QUENZER FARMS LP - - -0 - O o 5,280 SF SO433417200 01� 6� W. BECKY DR. _ p2 1$ 18 0 COMMON LOT 24.47' 23.3111.72' / 40.18' 40 4T 11.55' 30.76' 40.00' 36.03' 40.03' 29 99 / 93 71, O r I 3.97 40.00' 40.00' 40.00' 40.00' 40.00' 18.87' 2,544 SF Q / 1 111.34' ro � ro �n 0 0 0 COMMON LOT 110'S o p w N M ao 0 0 148.67' 27 ,��° o O p `D o 0 0 �n o_ 0 0 0 / 3,384 SF O o rn O O � O O O O O8 O9 10 �_ 11 12 4,452 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 0 42 � C7 5,064 SF � 4,409 SF 4,413 SF 4,437 SF 4,541 SF 4,739 SF 6,822 SF 91,04' 111,25' Z N a 26 0 0 O 0 60 127.00" 4,07722 SF 4,448 SF 47.22' 1 40.00' 1 40.00' 1 40.00' 1 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' o 19 19 109.89' 1 1 1.15' 20.00' 35. 0 41 0 o cv 35.87' 6,120 SF 10 25 O O O v 3.22' 0 0 15.81' N 47.22' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 124.50' ( 4,538 SF 4,447 SF COMMON LOT 120.01 ' 7.16' 0 1 .78' 1 15.00' 1 1 1.65' a 40 N Q 0 24 0 0 5 0 �R180' 43 108.83 8.11' N] �p U1 d M N c�i 0 0 0 O b1 3,952 SF _ •_ 30' s,z8o sE 4,60o SF 4,s77 sF 41 40 39 38 37 35IQ U .' 42 5,663 SF n 120.00' 0 115.00' 117.10' 4,532 SF 4,389 SF 4,383 SF 4,437 SF 4,376 SF 4,372 SF 39 o m 0 23 0 o O o 1.41' 110.00' 48 5,280 SF Z60' 4,600 SF a 4,684 SF COMMON LOT 2��0 7 85' 1 1.95' 2 1 2 0 34 0 120.00' i� 1 15.00' 1 17.10' �� \ 32,82 28.06' 40.00' 38.23' 40.00' 40.00' 4,400 SF 0 0 0� 27.40' 0 38 °No ") 22 0 15 0 O 0 4.55' BLOCK 6 110.00' 5,281 SF 8.83 4,600 SF �g 557 SF� 0- 36 0 33 O 4,6845E 13.67' W. DUGAN DR. 0 0 15.83' 11 4.93' 1 17.10' O6 �o 2 12,085 SF 4,400 SF v 120.21' i� - 0 0 �S 0 0 0 00 21 0 BLOCK 9 O9 0 3,108 SF 110.00' z o Oo o 0 21.52' 37 4,564 SF O 4,684 SF ry p 0 32 0 U 5,3385E R570' Z ^ COMMON LOT 70.19 \ 4,400SFa Y a 112.79' 117.10' O O 122.99'A a 20 0 0 10 0 ^Q0 �S� 0 110.00' 19 m o 36 4,419 SF O a 4,684 SF ?� 0 31 0 Z 5,533 SF N 107.64' r 1 1 7.10' R730, 4,400 SF PRIVATE ALLEY 0 J 0 RESIDENTIAL (COMMON LOT) 129.05' 8.05' 19 11 0 O COMMON LOT 4,152 SF c,+ 4,58' 110.00'w 4,s1osE (R 8) 30 017.88' 94.0F- I co O o 8.1 1' 35 1,468 SF 14.75' O 99.52' 0 j 4,458 SF v 110.16' 1.97' � o z o 7.12' ro BLOCK 10 0 107.21' 18 o a o 12 m 0 110.00' o 0 0 O o 3,824 SF 4,400 SF ,.� r O > 0 29 0 0 0 4 74 SF r 92.12' 110.00' 65,4015E Q o a M o 0 0 4,400 SF R630, 17 0 0 13 � '-'-' N N � � 110.00' 30' 115.14' o O 0 0 O o a 3,579 SF 4,400 SF > o QUENZER FARMS LP 0 33 0 ( N 28 0 w � Z O iv l7 COMMON LOT N Z o 50433427800 4,695 SF 87.23 16 14 1 10.00' 3.50' Z 5,500 SF on 27 4.90' 1,680 SF 2,142 SF Z 110.00' J.Ei SF 0 119.17' ;,� 24.54' 20.00' O o 70.36' 25.92'I 3.50' 27 2,142 SF 4,802 SF o COMMON LOT o 93.50' 25 i92' O 20.00' 20.00' co COMMON LOT COMMON LOT 20.00' 93.50' p0.00'— � W. CREASON ST. �_ �� MATCH LINE - SEE SHEET PP2.1 W. CREASON ST. I I ( I LQ BLOCK 5 43 114,283 SF 50.02' 40.00' 14.14' opro "2 44 0 45 m o 46 6,660 SF 6,362 SF 2,397 8I1 7,330 SF o ° 120.00' 0 0 a 22 0 40.00' 40.00' 47.50' 5,280 SF 120.00' 0 0 0 0 0 ¢ 23 0 13 0 0 _o 5,280 SF 14 15 4,400 SF 4,400 SF 5,225 SF Q I 120.00' cc 0 co 24 O Z 5,280 SF 40.00' 40.00' 47.50' 120.00' 20.00' t 25 87.00' 5,280 SF 2,135 SF (�DCOMMON LOT 20.Do, 1 13.83' 120.00' 8.1 1' 0 0 _ 26 0 ,� 18 a 5,280 SF 5,920 SF a 60' — 1 120.00' 1 15.00' 0 O a 0 19 0 5, 80 SF 4,600 SF a 115.00' io 120.00' 0 20 0 I 28 BLOCK 2 0 oo 0 4,598 SF9.04' N 15.83' S,281 SF 1 14.66' 120.21 ' 0 0 21 o a 29 0 t 4,538 SF � `r 5,338 SF J n 5F R570'� 1 1 1.76' 122.99' 000 22 0 o a 30 O 4,362 SF `* `F 5,533 SF � 7 105.84' 0 129.05' j 0 23 18.48' 0 17.88' 4,067 SF M n 94.03' w O 14.75' J 97.39' J 32 1,468 SF Q Z i p 24 j COMMON LOT 107.21' ' vo `° O 8.1 1 ' a 0 3,752 SF o 33 0 u 90.64'4,477 SF n a U LR63o'— . io 115.14 30' O 25 O ( N O O 'n 4,392 SF 85 70' I 4,695 SF M 1,651 SF 26 1 19.17 p 31 4.39' C5 4,802 SF 35 0 0 16,292 SF 68.97 25.03' � � 0 20.00' COMMON LOT 120.50' ) I NAOMI FARMS LP SO434346900 4) 0 60 120 180 Plan Scale: 1" = 60' 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-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 NAMPA MERIDIAN 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 N. BLACK CAT RD., W. USTICK RD., W. MACHADO DR., W. ASPENSTONE ST., N. MORNING STAR WAY, N. SUNNY SIDE WAY, AND W. HEERSINK DR. IS PROHIBITED. 7. COMMON LOT 31, BLOCK 2; LOT 27, BLOCK 5; LOT 16, BLOCK 6; LOT 14, BLOCK 7; LOT 18, BLOCK 8; LOT 15, BLOCK 9; AND LOT 8 BLOCK 10 ARE PRIVATE ALLEYS AND SUBJECT TO A BLANKET UTILITY EASEMENT FOR THE CITY OF MERIDIAN FACILITIES, 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 58, BLOCK 2 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 54 55 56 57 OF BLOCK 2. COMMON LOT 17 BLOCK 5 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 14, 15, 16 OF BLOCK 5 RESPECTIVELY. 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 CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. 9. LOT 1, BLOCK 1; LOTS 1, 13, 31, 32, 39, 58, 68, BLOCK 2; LOT 1, BLOCK 3; LOTS 17, 27, 28, 35, 43, 46, BLOCK 5; LOTS 7, 16, 17, 26, 27, 36, 43, BLOCK 6; LOTS 1, 13, 14, 15, 27, BLOCK 7; LOTS 1, 10, 18, 33, 42, BLOCK 8; LOTS 1, 6, 14, 15, 16, 27, BLOCK 9; LOTS 1, 8, 9, 16, BLOCK 10 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. QUARTET SOUTH SUBDIVISION MERIDIAN, IDAHO PLAT LAYOUT SSYONAL fNC �oFF �YCENSf iy a 860 lam J r 7115121 0 r 9C) 9Tf OF YAP !vim 5725 NORTH DISCOVERY WAY C• K�YjS BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: 7/15/21 PROJECT: 21-027 PP2.0 APPROVED 0118122 MATC QUENZER FARMS LP S0433427800 BIRCHSTONE CREEK SUBDIVISION ( I RESIDENTIAL H LINE - SEE SHEET PP2.0 (R-8) W. CREASON ST. NAOMI FARMS LP S0434346900 COMMON LOT W. CREASON ST. 0 0 120.50' M3�S3 '20 00' COMMON LOT COMMON LOT 0 0 31 I 25.92' 1,--�m n 0 0 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' COMMON LOT 20.00 0 "� 27 4,802 SF (2 68.91' 93.50' O 2,142 SF 93.50' 20.00' <0 20.00' 70.38' 24.53' 0 36 0 16,292 SF 4,802 SF o 119.17' 50.26 50.00 2' .92 COMMON LOT of 0 71' 110.00' 0 0 30 N20.00' 20.00' 0 0 0 0 0 0 0 0 3.50' 27 2,142 SF 1,680 SF O 4.90' 1 19.17' 0 n 30' 0 0 0 0 0 0 0 0 0 0 0 0 o 0 4,695 SF 0o0o O2 o O3 0 4 0 50 6 71 10.00' 87.25'O OO O R63 ( SF 00 00 5,500 SF Lo B0' 4,000 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF I 0 0 4,695 sFo115.14' 0 -� 60' 0 26 0 oR630'16,29254,400 SF 3,580 SF %14 4' o 294,477 SF T O i t 0.00' 0,.� o 0 0 15.05' 8.11' n PRIVATE ALLEY 8.11' v 0 0 0 14.55' 110.00'92.15' N107.21' o o 0 I 40.00' 40.00' 40.00' 40.00' 40.00' 40.00'20.00' 0 o 0 o p COMMONSF COMMON LOT) PRIVATE ALLEY 14.75SF 4,400 SF 20.00' 0 25 o O o O p I (COMMON LOT) 28 1 g•27• PRIVATE ALLEY (COMMON LOT) O8 5,3915E 14.55' o O 97.43' 1 10.00' 4,400 SF Z 3,826 SF � I17.88' 94.03' 0 } >w0 o Q 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' O 14.75'0 COMMON LOT N N 39 o J 4 0 110.00' � ' on ,:� o o O �5.00' 0 - 99.56'N 17.88'4,069 SF Q 4,400 SF w>0 o O o 7.84' o129.05' F p �n o 0 0 0 o Q24 no ,.� 0 00 0 o ov M 105.88' Q 110.00' o m o 0 '2 4,4005E 4,1545E129.05'BLOCK 5 26 do>0o (D 16 rn 15 0 14 0 13 0 12 0 11 0 10 m 9 oo 0 J0 v oo a o o 110.00' 107.68'40 05,533 SF y, o a Z 1,404 SF 3,999 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF `^ 0 o Q o41 1. SF 4,400 SF > o 0 0 0 122 99' 1--R570' 1,397 5F Z 0 00w5,533 SF1 1 1.79' 1 10.00' 5.25' Z 4,400 SF a Q 4,420 SF0 0 0 0 - R50' 1.95' N > 122.99'u 25 a v 37 0 0BLOCK 8 6 3•89 34.81' 40.00' 40.00' 40.00' 40.00' 38.05' Z 0 110.00' a 112 81' R570'05,338 sF 4,539 SF 184,400 SF n 26.120 o 0 05, 38 SFU O COMMONLOT 23 96' 0 00 O120.21' 114.6T 110.00' - W. BEECHSTONE ST. COMMON LOT 4,4005E4,565 SFm '18.83' o0 0 - - -0- 120.21'0 7o `�8 '° -0110.00' 0 0 114.93' 3' o 5,2815E N 4,5985E v 4,400SF o� 2 25.92' 0 21 0 o O 8.62' oo q2 0 N o 0 14 0 7 "? O a 115.00' 110.00' 5�66• 4,400 SF �g g03 SF� 4,6005E n N 5,2815E 30' 120.00' o 0 o O o 40.00' 40.00' 40.00' 40.00' 40.00' 31.00' > 0 0 0 35 0 0 $ 0 110.00' 115.00' 120.00' a 5,280 5E 1.86' 0 20 0 0 BLOCK7 @ 43 0 4,6005E 4,4005F o 0 0 0 0 -48' 1 1 5.00' 110.00' O 0 0 0 0 4,600 SF 5,280 SF 10 0 0 0 0 0 4,400 SF a 0 0 0 =1 120.00' I o n o 0 7,013 SF N 0 0 0 0 0 0 1 15.00' Q 0 0 60' 0 34 v v O o 11 12 13 14 15 16 r 17 m 0 110.00' o o m 120.00' o y 22 0 'n 5,747 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 5,167 SF o 19 0 0 O o Z 0 O 0 O 5,749 SF 4.70' 4.52' 5,499 SF 0 5,280 SF 5,280 SF a o y 44 11 4.61' 109.64' 4,400 sF 4,600 SF 23.11' COMMON LOT I 110.00' 115.00' 60' 120.00' 33 39.40' COMMON LOT '00 O o 0 120.00' 0 0 I gg,g3' 2,505 SF 113.47' S0.00' 40.00' 40.00' 40.00' 40.00' 40.00' 47.50' 0 18 0 0 10 0 0 0 21 0 > 5,280 SF I 20.00' 39.35' 4,400 SF v 4,600 SF 45 5,280 SF Y 46.36' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 47.50' 110.00' 115.00' 120.00' u 0 0 0 0 17 0 0 11 0 120.00' a 20 m 60' v 4,4005E 4,6005E 0 46 5,280 SF Z �n o 0 i a y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 115.00' I 5,280 SF 0 0 0 0 ,� 110.00' 120.00' °0' 32 31 30 0 29 0 28 0 27 0 26 0 25 0 24 23 22 21 20 19 °M' N 16 ;" 5. N 0 120.00' 0 0 5,000 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 5,167 SF O 0 19 5,280 SF 3.84' o 6,066 SF 'n 6,342 SF a 31.37' 110.00' 115.00' 5,280 SF 120.09' 25.92' 26.14 40.00' 40.00' 40.00 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 31.00' 25.92' 15 2,142 SF 2,242 SF 13 25.92 3.50' 120.00' 0 21.00' 18 N� �\ 93.50' 20.00' 20.00' 98.50' 48 0 0 6,352 SF �cj0 - W. TRILBY ST. COMMON LOT 20.00' COMMON LOT 5,280 SF 75.83' _ _ _ _ COMMON LOT- �0 120.00' 44.00' O �p SHARED DRIVEWAY 0 W. TRILBY ST. 0 17 p0 24.38' 49 0 25.93' `3360' 5,280 SF 44.00' 44.00' 41.19' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 32.50' 44.00' 44.00' 44.00' 33.50' 16.78' 2.81' O BLOCK 5 25.92' 0 120.00' 43 0 0 0 m o 0 0 0 0 0 0 0 0 0 0 0 0 0 81' 0 0 0 o a 50 N 504314 466 OFARMS LP 0 O o co 0 0 0 0 0 0 0 o 0 0 0 0 0 o u? `n 5,280 sF a 16 15 14 13 12 r 11 10 O9 O8 7O O N O5 0 �¢ o O o O 0 O o 0 N 67 oN 66 oN 65 oN 64 o x 6,1605F 5,099 SF 5,104 SF 5,398 SF 5,280 SF 5,280 SF 5,280 SF 5,280 SF 5,280 SF 5,280 SF 5,280 SF 5,280 SF� 5,280 SF ^ 5,280 SF 5,280 SF 5,280 SF_ 0 > z 0 120.00' 0 ^o Q �n �5,280 SF� 5,280 SFP 5,280 SF 5,942 SF m o RESIDENTIAL " 51 z a0 (R-$) 17.72' p 60I ' 5,2805E 44.00' } COMMON LOT 2 9p 120.00'444.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' I 5.84' ..1 44.0050.00 740.16' COMMON LOT �-yo j 95.11' 0 90 0 0, 27,966 SF 0 BLOCK 2 24.36' I 5,280 SF z o 63 W. ASPENSTONE ST. 52 5 7,361 SF yS/ 0 120.00' 0 EEE Nf EfE Nf �� EfE Nf 142.96' 53 RESIDENTIALZO NE 0 m 5,280 SF BOUNDARY MATCH LINE - SEE SHEET P P 2.2 62 120.00' 5,969 SF R54.33' 9 23• o 134.94' N 60.12' ^ 54 0 °' COMMON LOT- a 01 5,280 SF SHARED DRIVEWAY n RESIDENTIAL (R-15) 0 120.00' 45.35 55 0 0 5,280 SF 3,961 SF _ 120.00' 0 56 0 59 �; 5,280 SF 5,017 SF 0 120.00' 0 57 5,280 SF 44.00' 120.00' 21.75' 0 60 120 180 Plan Scale: 1" = 60' 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-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 NAMPA MERIDIAN 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 N. BLACK CAT RD., W. USTICK RD., W. MACHADO DR., W. ASPENSTONE ST., N. MORNING STAR WAY, N. SUNNY SIDE WAY, AND W. HEERSINK DR. IS PROHIBITED. 7. COMMON LOT 31, BLOCK 2; LOT 27, BLOCK 5; LOT 16, BLOCK 6; LOT 14, BLOCK 7; LOT 18, BLOCK 8; LOT 15, BLOCK 9; AND LOT 8 BLOCK 10 ARE PRIVATE ALLEYS AND SUBJECT TO A BLANKET UTILITY EASEMENT FOR THE CITY OF MERIDIAN FACILITIES, 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 58, BLOCK 2 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 54, 55, 56, 57 OF BLOCK 2. COMMON LOT 17, BLOCK 5 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 14, 15, 16 OF BLOCK 5 RESPECTIVELY. 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 CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. 9. LOT 1, BLOCK 1; LOTS 1, 13, 31, 32, 39, 58, 68, BLOCK 2; LOT 1, BLOCK 3; LOTS 17, 27, 28, 35, 43, 46, BLOCK 5; LOTS 7, 16, 17, 26, 27, 36, 43, BLOCK 6; LOTS 1, 13, 14, 15, 27, BLOCK 7; LOTS 1, 10, 18, 33, 42, BLOCK 8; LOTS 1, 6, 14, 15, 16, 27, BLOCK 9; LOTS 1, 8, 9, 16, BLOCK 10 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. QUARTET SOUTH SUBDIVISION MERIDIAN, IDAHO PLAT LAYOUT sS\ONAL fNC �oFF �YCENSf iy 6860 lam `Jf7/15/21�o Q ENGINEERING 9C� 9Tf OF YAP !vim 5725 NORTH DISCOVERY WAY C. K�N� BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: 7/15/21 PROJECT: 21-027 PP2.1 No Text APPROVED 03 is22 PRESSURE IRRIGATION PUMP STATION TO BE CONSTRUCTED WITH QUARTET NORTHEAST SUBDIVISION No. 1 IRRIGATION POND TO BE CONSTRUCTED WITH QUARTET NORTHEAST SUBDIVISION No. 1 QUENZER FARMS LP S0433417200 PROPOSED RUTLEDGE DRAIN QUENZER FARMS LP S0433427800 mmm MATCH LINE - SEE SHEET PP3.1 Io 0 v! � QUARTET SOUTHEAST SUBDIVISION No. 1 12+00 I y l 13+00 i �Q.P /R REFER TO QUARTET xO0 SOUTHEAST SUBDIVISION No. 1 PLANS FOR SEWER IMPROVEMENTS SSMH #B-6 RIM:2540.54 DEPTH:18.0' INV IN:2522.62 8" (S) INV OUT:2522.52 8" (NE) SSMH #B-4 RIM:2540.30 DEPTH:18.9' INV IN:2521.52 8" (SE) INV OUT:2521.42 8" (NW) SSMH #B-5 RIM:2540.58 DEPTH:18.9' INV IN:2521.81 8" (SE) INV IN:2521.81 8" (SW) INV OUT:2521.71 8" (NW) 1.5' of 8" PVC ® 0.41 % SSCO #B-5A RI M:2540.75 DEPTH:20.7' INV OUT:2522.02 8" (NW) NAOMI FARMS LP S0434346900 4) 0 60 120 180 Plan Scale: 1" = 60' PRELIMINARY ENGINEERING NOTES 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAINS IN N. BLACK CAT RD. AND W. USTICK RD., AND THE PROPOSED 12" WATER MAIN IN W. MACHADO DR. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY THE 8" SEWER MAIN STUB THAT WILL BE CONSTRUCTED WITH QUARTET SOUTHEAST SUBDIVISION NO. 1, LOCATED IN W. DURANGO DR. 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. ALL ALLEYS LOCATED WITHIN COMMON LOT 31, BLOCK 2; LOT 27, BLOCK 5; LOT 16, BLOCK 6; LOT 14, BLOCK 7; LOT 18, BLOCK 8; LOT 15, BLOCK 9; AND LOT 8 BLOCK 10 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 QUARTET NORTHEAST SUBDIVISION No. 1 PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE IRRIGAITON 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 SHEETS PP3.3 AND PP3.4 FOR SANITARY SEWER PROFILES. 12. REFER TO SHEET PP3.5 FOR STREET SECTIONS. 13. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN PHASE. QUARTET SOUTH SUBDIVISION MERIDIAN, IDAHO PRELIMINARY ENGINEERING sS\ONAL fNC �oFF �YCENSf� �9 a 860 lam J 7115121 0 r r E N G I N E E R I N G 90 9Tf OF YAP !vim 5725 NORTH DISCOVERY WAY C. K�N� BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: 7/15/21 PROJECT: 21-027 PP3.0 �((E �• io m � ; APPROVED 0118122 o� o v II o u+i 3 m m io - - h RESIDENTIAL MATCH LINE - SEE SHEET PP3.0 w (R8' o NAOMIFARMS LF SO434346900 w m 0 o W. CREASON ST. ie + 0 � � � � � I � � � � � III I� � )• � t � � t �0 m A30'---- W. CREASON ST. a Gi w 36 F- QUENZER FARMS LP w 27 O z' SO433427800 j I' 30 R673.5' + 41 O j a O O O O O O PI y BIRCHSTONE CREEK SUBDIVISION °0 111 SEWER ALIGNMENT "C" REFER SHEET PP3.3 FOR THE 60' I °p 60' 26 2)o B Q B y SANITARY SEWER PROFILE I SSMH # 0 29 Q ; RIM:2544.13 a RE ER SHEET IPP33 FOR THE R613. 5' 38 «. B B Ft2a , 4D O oa ro P DEPTH:10.3' SANITARY SEWER PROFILE 0 30' - 28 3 w o jj j g 247. 3' of 8' PVC ®060%: Q : INV IN:2533.92 8" (S) 25 INV IN:2533.92 8" (W) O3 o R2g' N 27 ® INV OUT:2533.82 8" (N) o 3 39 31. A SOE A z E SSMH #F-1 E E a So + oo Lj RIM:2544.07 DEPTH:8.7' O 2 n `o ! INV OUT:2535.41 8" (E) n 26 N 3g O SSMH #D-4 5 RM:2542.49 O 16 15 14 13 12 11 10 9 ;. ® +o DEPTH:8.4' `2 A A 40 o _ cw INV N:2534.24 8" (SE) 61.1' of 8" PVC ®0.41% SSMH #D-6 23 5 O 0 BLOCK 8 INV OUT:2534.14 8" (N) RIM.2544.38 m � < u 25 SSMH #C-8 !� fO "" R553.5' 37 18 `- O6 ,y Q" DEPTH:8.5' INV OUT:2535.86 8" (W) E C0 SSMH #B-11 RIM:2545.04 41 ��°. 2 RIM:2542.03 DEPTH:10.4' w R553 5' O DEPTH.17.2 ' Q '. INV IN:2531.74 8" (S) _ 03 ': ,�' a"W -'..w 8_ W "W .`;, -. INV IN:2527.89 8" (S INV OUT:2527.79 8" (N) m z INV OUT:2531 64 8" (N) - o=i. ro w O W. BEECHSTONE ST. BLOCK 7 o . 24 O rs 211.0' of 8" PVC B 0.60. :.... 21 14, O7 0 }` 42 D D CC N ¢ 30' �'_ ,'r:a ...r SSMH #D-5 RIM:2542.70 E ¢ 3 23 Q DEPTH:8.2' w N =. 60' INV IN:2534.59 8" (E) 20 > 43 of O 48' ci - 3 ;, 10 O 11 O INV OUT:2534.49 8" (NW) > Z 358.4' of 8" PVC W 0.60%� : z 0 34 O 12 13 14 15 16 17 y 22 O 0 + a 19 �, 9 O io ® ° E z 3 E D oO D 44 H H ur am} 33 ¢ a M cs 21 ¢ �aD33 I P P 1g 10 `o aD , ALLEY (PRIVATE) 0 45 m = a 3 20 N m z ¢ 0) 17 11 co o a0 PROPOSED RUTLEDGE v o y 0 60' I SSMH #E-3 SEWER ALIGNMENT "B" - o !� 46 DRAIN SSMH #C-9 RIM2543 72 NN3 32 O 31 O 30 O 29 O 28 O 27 O 26 O 25 O 24 O 23 O 22 O 21 O 20 O 19 O 0 RIM:2544.38 DEPTH:8.3' REFER SHEET PP3.3 FOR THE SANITARY SEWER PROFILE + i INV OUT:2536.08 8" (N) 4i 19 P INV IN28 53288" (SE) 59.1' of 8" PVC ® 0.41% SEWER ALIGNMENT "C" - REFER SHEET PP3.3 FOR THE I I � 16 O 12 "' ' 60 i 47 INV OUT:2532.78 8" (N) SANITARY SEWER PROFILE 3 . ,,.�. M _ ,I - 104.2 o8" ®0.60D I D w BLOCK 2 O x°o 48 r ' m :. 8••w 22+00 8 w z3 0o -_ w.. 8..w 8"w 0 24+00 W. TRILBY ST. 25+00 8 126+00 8 W g•.w 8..w 8„w 8 W 8••g 8'IS �8"S 8 S W. TRILBY ST. 183.5' of 8" PVC W 0.40% 00 .. 17 `' 400.0' of 8" PVC ®0.40% _-_ 8"S 8"S + _ ....... ... - M 49 n w '. SSMH #C-10 D .. SSMH C-11 # SSMH #G-1 RIM:2546.11 - ,. D SSMH #B-12 3 I DEPTH43.96 DEPTH:10.8' RIM:2543.46 SSMH #C-12 DEPTH: RIM:2545.74 j 16 INV IN:2533.22 8" (E) INV OUT:2533.12 8' (NW) DEPTH:8.6' RIM:2543.75 DEPTH:8.2' INV IN:2534.92 8" (E) INV OUT:2529.95 8" (E) DEPTH:16.6' INV IN:2529.21 8" (S) 50 O NAOMI FARMS LP w BLOCK 5 INV OUT:2534.82 8" (W) INV OUT:2535.55 8" (W) G G INV IN:2529.21 8" (W)" a rn I 15 14 13 12 11 10 O9 O8 7O O6 OS O4 O3 O2 81 INV OUT:2529.11 8" (N) ,:, .. 199,2' of 8" PVC ® 0.40% SO434346600 j 1O 67 66 65 64 m: W RESIDENTIAL C on C4 +, O10 O , C 51 j ao (R-8) 17.72' 3 ¢ Z n PI pi Pi j F I } I 68 52 ,..._ .:.:. .. ..,..,.... ,...,_ .._:._..; �i Z SSMH#B-13 ...._:. _ .:;... :.: _ ,,:,. .._ .... .. .., ..c. ...�_....,.. .. :.,. ;... 63 RIM:2546.63 8"W 8"W 8•'W 3♦mmmmm�, 7�V 8"W _ 8"W 8"w 8"w 8"W 8"W Z ( _ 52.5' a DEPTH: 16 6' INV IN:2530.11 8" (S) INV OUT:2530.01 8" (N) w 3 - 53 W. ASPENSTONE ST. o MATCH LINE SEE SHEET 62 O 0 47.8' of 8" PVC ® 0.40% I i - PP3.2 , R132 w 0 F _ 54 j a j v_ , �t I EZhBa BLOCK2 SSMH #B-14 7.28 v DEPTH�7.0' 55 61 , ijji INV 0.40 8" (S) I \ f UT o :2 O '; INV UT:2530.30 8' (N) o- ' 6 :2 56 j I ,y 60 59 58 , 0\ v j'REFER B SEWER ALIGNMENT"B" - SHEET PP3.3 FOR THE 57 SL, SANITARY SEWER PROFILE I SSMH B 17 RIM 2546.35 :2251.8' of 8" PVC ® 0.40% DEPTH:14.3' t i `J G) RESIDENTIAL F�(.9+ B f' o PI M SY�Y� INV IN:2532.18 8" (E) INV OUT:2532.08 8" (SW) I (R-15) + F.E� ,-' 37.6' of 8" PVC ® 0.40% = :2s ,\ N g••nXpO C z7 v , 102.0' of 8" PVC ® 0.40% SSMH #B-16 g RIM:2515.56 DEPTH:14.0' 14.0' of 8" PVC ® 0.43% INV IN:2531.67 8" (NE) A �p a SSMH #B-15 6 , RIM:2545.49 NV OUT:2531.57 8' (W) DEPTH: 14.1' INV IN:2531.51 8" (E) INV IN:2531.51 8" (SW) 4. INV OUT:2531.41 8" (N) (k 0 60 120 180 Plan Scale: 1" = 60' PRELIMINARY ENGINEERING NOTES 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAINS IN N. BLACK CAT RD. AND W. USTICK RD., AND THE PROPOSED 12" WATER MAIN IN W. MACHADO DR. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY THE 8" SEWER MAIN STUB THAT WILL BE CONSTRUCTED WITH QUARTET SOUTHEAST SUBDIVISION NO. 1, LOCATED IN W. DURANGO DR. 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. ALL ALLEYS LOCATED WITHIN COMMON LOT 31, BLOCK 2; LOT 27, BLOCK 5; LOT 16, BLOCK 6; LOT 14, BLOCK 7; LOT 18, BLOCK 8; LOT 15, BLOCK 9; AND LOT 8 BLOCK 10 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 QUARTET NORTHEAST SUBDIVISION No. 1 PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE IRRIGAITON 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 SHEETS PP3.3 AND PP3.4 FOR SANITARY SEWER PROFILES. 12. REFER TO SHEET PP3.5 FOR STREET SECTIONS. 13. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN PHASE. QUARTET SOUTH SUBDIVISION MERIDIAN, IDAHO PRELIMINARY ENGINEERING SgYONAL fNC NYCENSf3 0 J 7115121 0 r r E N G I N E E R I N G 9� 9Tf OF YAP !vim 5725 NORTH DISCOVERY WAY C. K�N� BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: 7/15/21 PROJECT: 21-027 SHEET NO. PP3.1 APPROVED 0118,22 BIRCHSTONE CREEK SUBDIVISION 48' F 7 W 11 mmmmmm F �I PROPOSED RUTLEDGE DRAIN 'a RESIDENTIAL (R-8) z � 3 N ap Z — I PI P1 pi P I I MATCH LINE - SEE SHEET PP3.1 W 6.. W . � W. ASPENSTONE ST. 3 A� PI PI PI PI PI 36"GI 36"GI 36"GI 36"GI — KLAMATH BASIN SUBDIVISION RESIDENTIAL (R-15) BLOCK 4 O PI PI PI PI PI — 36"GI 36"GI 36"GI 36"GI — W. USTICK RD. F EXISTING RUTLEDGE DRAIN TO BE RELOCATED F 120.6' of 8" PVC © 0.41 SSCO #B-15A RIM:2545.78 DEPTH:13.8' INV OUT:2532.00 8" (NE) PROPOSED RUTLEDGE DRAIN — PI PI PI PI PI — 36"GI 36"GI 36"GI 36"GI PI F '! SSMH #B-15 RIM:2545.49 DEPTH: 14.1' INV IN:2531.51 8" (E) INV IN:2531.51 8" (SW) INV OUT:2531.41 8" (N) RESIDENTIAL (R-15) 3 I BLOCK 3 wa 0 >� O FI Z O NAOMI FARMS LP S0434346600 �EP—r: -EP I " — — _ _ Ep EP STATEN PARK SUBDIVISION (k 0 60 120 180 Plan Scale: 1" = 60' PRELIMINARY ENGINEERING NOTES 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAINS IN N. BLACK CAT RD. AND W. USTICK RD., AND THE PROPOSED 12" WATER MAIN IN W. MACHADO DR. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY THE 8" SEWER MAIN STUB THAT WILL BE CONSTRUCTED WITH QUARTET SOUTHEAST SUBDIVISION NO. 1, LOCATED IN W. DURANGO DR. 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. ALL ALLEYS LOCATED WITHIN COMMON LOT 31, BLOCK 2; LOT 27, BLOCK 5; LOT 16, BLOCK 6; LOT 14, BLOCK 7; LOT 18, BLOCK 8; LOT 15, BLOCK 9; AND LOT 8 BLOCK 10 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 QUARTET NORTHEAST SUBDIVISION No. 1 PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE IRRIGAITON 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 SHEETS PP3.3 AND PP3.4 FOR SANITARY SEWER PROFILES. 12. REFER TO SHEET PP3.5 FOR STREET SECTIONS. 13. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN PHASE. QUARTET SOUTH SUBDIVISION MERIDIAN, IDAHO PRELIMINARY ENGINEERING sS\ONAL fNC �oFF �YCENSf0 �9 860 lam `Jf7/15/21�o Q ENGINEERING 9� 9Tf OF YAP !vim 5725 NORTH DISCOVERY WAY C. K�N� BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: 7/15/21 PROJECT: 21-027 PP3.2 No Text No Text APPROVED 0118,22 20' PL—PL 1' LANDING, TYP. ASPHALT PAVEMENT 3/4"—MINUS CRUSHED AGGREGATE BASE STREET SECTION A SCALE: NTS 30' PL-PL 20' STREET SECTION B SCALE: NTS \-1' LANDING, TYP. ASPHALT PAVEMENT 3/4"-MINUS CRUSHED AGGREGATE BASE 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. ROLLED CURB, ` ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE STREET SECTION C SCALE: NTS 60' RIGHT-OF-WAY 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' 5' SIDEWALK 8' PLANTER 7.5 9 9 7.5 8' PLANTER 5' SIDEWALK 3:1 MAX. PARK LANE-TBC THRU LANE THRU LANE PARK LANE-TBC SLOPE TO EXISTING 1' LANDING, TYP. 3" ROLLED CURB, AND GUTTER COMPACTED SUBGRADE STREET SECTION D SCALE: NTS 6\VERTICAL CURB ASPHALT PAVEMENT AND GUTTER 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' SIDEWALKr8' PLANTER 7'S 9 9 7.5 8' PLANTER 5' SIDEWALK3:1 MAX.PARK LANE-TBC THRU LANE THRU LANE PARK LANE-TBC SLOPE TO EXISTING 1' LANDING, TYP. 6" VERTICAL CURB, AND GUTTER, TYP. COMPACTED SUBGRADE STREET SECTION E SCALE: NTS 3:1 MAX. SLOE — " EX 0 ASPHALT PAVEMENT 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE 63' RIGHT-OF-WAY 0.5 18' TBC-CL 18' CL-TBC 0.5' 5' SIDEWALK 8' PLANTER 6' BIKE LANE OUT LANE 11.5' 6' 8' PLANTER OUTSIDE LANE BIKE LANE 5' SIDEWALK STREET SECTION F SCALE: NTS 81' RIGHT-OF-WAY —►{ 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC-TBC 12' MEDIAN SLOPE TO EXISTING 1' LANDING, TYP. 6" VERTICAL CURB AND GUTTER, TYP. COMPACTED SUBGRADE SECTION LINE WIDTH VARIES PER PLAN EXISTING GRADE STREET SECTION H SCALE: NTS WIDTH VARIES PER PLAN EXISTING GRADE 48' PROPOSED ACHD RIGHT-OF-WAY WIDTH VARIES - MIN. 17' OF EXISTING PAVEMENT CL PROPOSED BORROW DITCH - WIDTH VARIES 11 11' EXISTING HIGH POINT PAVEMENT (EXISTING STRIPING) 3' GRAVEL SECTION SHOULDER Mn v 3.1 MAX. SECTION LINE STREET SECTION 1 SCALE: NTS 0.5' 21' TBC-TBC 8' PLANTER 5' SIDEWALK 6" VERTICAL CURB, TYP. ASPHALT PAVEMENT 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE SPHALT ASPHALT PAVEMENT /Dv 6" OF 3/4° MINUS CRUSHED 3/4"-MINUS CRUSHED AGGREGATE BASE AGGREGATE LEVELING COURSE 6-INCH MIN US \\R \\U\\ \ WIDTH VARIES - MIN. 17' OF EXISTING PAVEMENT CL PROPOSED BORROW DITCH - WIDTH 11' 11' EXISTING HIGH POINT PAVEMENT (EXISTING STRIPING) 3' GRAVEL SECTION SHOULDER ASPHALT PAVEMENT s" of �," MINUS Cl 3/4 -MINUS CRUSHED AGGREGATE BASE AGGREGATE LEVEL10 y\`wMI US 6-INCH MINUS PIT -RUN SUBBASE /• /� \6\.�A\.�\. NOTE: STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING REPORT AND ACHD'S REQUIREMENTS. 1' ACHD SIDEWALK EASEMENT 1, EASEMENT 5' SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 BORROW DITCH PER / ACHD STORMWATER GUIDELINES SECTION \/ 8200 STANDARD \ DRAWING DETAIL 5 1- FLAT LANDING, TYP. I� 1' ACHD SIDEWALK EASEMENT 5' SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 COMMON LOT LANDSCAPE BERM 3:1 MAX. SLOPE QUARTET SOUTH SUBDIVISION MERIDIAN, IDAHO PRELIMINARY STREET SECTIONS lcm E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: 7/15/21 PROJECT: 21-027 STREET SECTION G SCALE: NTS PP3.5