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Public Utility Plan V1
VICINITY MAP: 1"=2,000' 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-1S) 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. QUARTET SOUTH SUBDIVISION PRELIMINARY PLAT 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. QUENZER FARMS LP SO433417200 QUENZER FARMS LP SO433427800 BIRCHSTONE CREEK SUBDIVISION co z > a U O z QUARTET SOUTHEAST SUBDIVISION No. 1 W. MACHADO DR. O O O 0 W. SIERRA MADRE DR. a w W. DURANGO DR. o 0 0 a 0 0 0 C O 0 m z v O m z m FIVE MILE CREEK IM a O 2 O O O O I0co 0 0 z W. ASPENSTONE ST.= II I I II . W. CREASON ST QUARTET S SUBDIVISION PRE BOUNDARY I.1 0 150 300 450 Q Plan Scale: 1" = 150' 0 O LEGEND O — — BOUNDARY LINE OFFSITE PROPERTY LINE LOT LINE © SECTION LINE NAOMI FARMS LP R_8 PROPERTY ZONE O 50434346900 10 LOT NUMBER O O O SURVEY CONTROL NOTES o 0 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL (NAVD88) DATUM. O O O O O 0 O O O O O 0 z O O _ RESIDENTIAL ZONE `� O BOUNDARY 0 p ©s �F � I I ui RESIDENTIAL O RESIDENTIAL R-15 Io I W. BEECHSTONE ST. 'a w a z z W. TRILBY ST. 0 0 0 0 0 BLOCx 2 0 0 2i a m I I < I w � � I Z z L—-----------.---_--.-_-_.-.--.-.-.-_.-.._-.—.-- _—Ee :7_zmm -- 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 KLAMATH BASIN SUBDIVISION STATEN PARK SUBDIVISION 18�'S ` \ \` z BIRCHSTONE CREEK ` ` SUBDIVISION ` A— — — — — — — — — m 18"GI e I$;Ol 18"GI 18"GI + 18"GI 18"GI l8"GI 1�;1 • 18.,"G1 • 18"GI 18"GI 18"GI • 18"GI 18"GI STOP SIGN 18" SEWER MAIN PROJECT BOUNDARY '_OE TOE TOE _TOE --TOE TOE --TOE TOE / — TOE—® 4— a:k -- / \ TOE ' E TC TOE— TOE - 1 - " N. BLACK CAT RD... TOP P TO P 0� TOP 0 — — — — — — — — — — — — — — — — — — ... — — — — — — — — — — — — — — — — — — — — — — — — — — — ADOPT A HIGHWAY SIGN OVERHEAD POWER LINE UNDERGROUND POWER SPEED LIMIT SIGN 12" WATER MAIN STOP SIGN 0 a CONCRETE IRRIGATION DITCH 18" PRESSURIZED SEWER MAIN 10" PRESSURIZED SEWER MAIN 12" WATER MAIN PROJECT BOUNDARY 25' ACHD PRESCRIPTIVE RIGHT-OF-WAY RUTLEDGE DRAIN M w} 0?3 = a QUENZER FARMS LP SO433427800 N w CD a� RESIDENTIAL I STRUCTURE i � STRUCTURE /Y Dov )O _ �y QUENZER FARMS LP SO433417200 F� I �:---j +HE - 'PROJECT BOUNDARY— _ — T� w a OVERHEAD POWER LINE — — ED-. a I IP`I a wo STRUCTURE I 'I CONCRETE 0 IRRIGATION DITCH = v OVERHEAD POWER LINE < STRUCTURE QUENZER LIVING TRUST SO434325410 IRRIGATION POND TO BE i CONSTRUCTED WITH BRIGHTON QUARTET NORTHEAST DEVELOPMENT INC. SUBDIVISION No. 1 SO434255555 IRRIGATION PUMP STATION TO BE CONSTRUCTED WITH QUARTET NORTHEAST SUBDIVISION No. 1 CONCRETE IRRIGATION DITCH 8" WATER MAIN 8'w IRRIGATION FIELD DRAIN III QUENZER FARMS LP SO434325867 PROJECT BOUNDARY IRRIGATION FIELD DRAIN - o Io.at Io"9a Io„9t � I os..9� 8..91 ®„s s„9 s.a i I I I I I I I I I I I N I I N. GEDDES AVE. QUARTET SOUTHEAST SUBDIVISION No. 1 I ' I / I PROPOSED 100-YR FLOODWAY PER "FIVEMILE CREEK FLOOD REPORT I I I (DRAFT)" PREPARED BY RESOUCE SYSTEMS, INC., DATE 4/24/14. - s� I \aW\ I I \� CONCRETE r IRRIGATION DITCH o ` 8" SEWER MAIN 12" GRAVITY IRRIGATION PIPE PROJECT BOUNDARY G'' TOE -- TOF TOE TOE T 1 TOE 8" WATER MAIN 92 TOE TOE TOE O TOE - � d IIIZONE A PER COMMUNITY PANEL NUMBER o 16001CO139 H, NATIONAL FLOOD INSURANCE o PROGRAM, FLOOD INSURANCE RATE MAP, REVISED AND / EFFECTIVE 6/19/20. NAOMI FARMS LP NAOMI FARMS LP ZONE A AREA = NO BASE FLOOD ELEVATIONS DETERMINED. / SO434346600 SO434346900 LEGEND EXISTING FEATURES s s s SANITARY SEWER LINE Ps Ps PRESSURIZED SANITARY SEWER LINE w w WATER LINE c c c GAS LINE c c c CABLE TV LINE _Op _Op_ OVERHEAD POWER LINE or OT OVERHEAD TELEPHONE LINE GI GI GRAVITY IRRIGATION LINE PI PI PRESSURE IRRIGATION LINE SD SD STORM DRAIN LINE �D STORM DRAIN MANHOLE SEWER MANHOLE IR IRRIGATION BOX x WATER VALVE IRR IRRIGATION CONTROL VALVE © WATER METER FIRE HYDRANT FIRE HYDRANT POWER POLE POWER POLE © POWER BOX POWER BOX EP EP EDGE OF PAVEMENT ED ED EDGE OF DIRT 0 100 200 300 Plan Scale: 1" = 100' i. QUARTET NORTHEAST SUBDIVISION No. 1 L GF QUARTET SOUTH SUBDIVISION MERIDIAN, IDAHO EXISTING CONDITIONS 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 SHEET NO. PP1.1 a Y U O or m z 275.34 4ry1' LQ W. MACHADO DR. W. SIERRA MADRE DR. QUARTET SOUTHEAST SUBDIVISION No. 1 C.` RESIDENTIAL (R-8) 1O. "` BLOCK 2 30.00' 4278 O 41.49' 9 40.00' 42.67' 50.12' 46.88' - 8,777 SF 7.33' N O 0 14.14' o � o O 'o 5,726 5F o 0 0 o No O 'o0 5,7265E 39 50, - SPA O� 0 O m 3,587 SF 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' 0 20.00' 0 14.38' 0 16 a 0 t 5,280 SF 44.00' 44.00' 50.00' vo 10 0 11 0 N 12 n r 5,282 SF 5,280 SF 5,991 SF 32.64' 44.00' 43.50' o 120.00' O 0 5,280 SF = 120.00' 0 0 co Z y 18 a 5,280 SF 120.00' I 113 50' o 4 O 0 19 a OO N O O OS pWo_ 6,191 SF 6� 5,280 SF 5,950 5F 6,000 SF 6,011 SF 6,435 SF 46' O- 1 1.38' 10.21' 285 SF - 120.00' 5265 - 7.33' y 20 61.69 5,280 SF � r `COMMON LOT 60.37 / 50.00' 42.67' 50.08' J, COMMON LOT 50.26' 50.24' 25.93' Jo BECKY pR• g0.65, 120.14' O 120.00' 0 26.20' W- COMMON LOT 10.21 0 0 QUENZER FARMS LP O o 5,280 SF SO433417200 �1� 6� W. BECKY DR. 1$ 18 Q COMMON LOT 24.47' 23.31 11.72' / 40.18' 40 47' 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 o 0 0 COMMON LOT 11�'S 0 0 w N n a0 0 0 148.67' 27 ,��° o O p `D o 0 0 �n o_ o o 0 / 3,384 SF O 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 (.'I 5,064 SF 4,409 5F 4,413 SF 4,437 SF 4,541 SF 4,739 SF Ln "� 91.04' 111.25' Z 6,822 SF N a 26 0 o O o 60' 127.00' 4,07722 5F 4,448 SF 47.22' 40.00' 40.00' 40.00' 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' o 41 o o N 35.87' 35. 6,1205F 0 o O v 3.22'25 o 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' 115.00' 1 1 1.65' a 40 N Q o 24 o o S 0 �R1Bo' 43 108.83 8.11' c�i o o o O b, 3,952 SF _ •_ 30' 5,280 SF 4,600 SF 4,577 SF P 0 41 40 O 39 0 38 37 35 u' U .' 42 5,663 SF 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 0 39 o m o 23 0 o O o 1.41' 110.00' 48 5,280 SF Z60' 4,600SF 4,6845F COMMON LOT 2��0 785' 11.95 212 0 34 0 120.00' i� 115.00' 117.10' 1� \ 32,82' 28.06' 40.00' 38.23' 40.00' 40.00' 4,400 SF 0 o -o 27.40' 0 38 °N° 22 0 15 oo O o 4.55' BLOCK 6 110.00' 5,281 SF 8.83 4,600 SF 4,6s45F 13.67' W. DUGAN DR. o 0 15.83' 9,5575E _ 0- 36 0 33 O 114.93' 117.10' O6 7j 1 20.21' i� o o o 12,085 SF 4,400 SF v 0 0 0 0 21 o o BLOCK 9 O9 o 3,108 SF \ sad- 110.00' z o Oo o 0 21.52' 37 4,564 SF O 4,684 SF ry p o 32 o U 5,338 SF R570' Z ^,� COMMON LOT 70.19 \ 4 4O F a Y a 112.79' O 117.10' O O 122.99' A a 20 0 0 10 o ^p0 7S, 0 110.00' 19 m o 36 a 4,419SF O a 4,6845F 0 31 0 oo Z 5,533 5� N 107.64' r 1 1 7.10' R730, 4,400 SF PRIVATE ALLEY o J o RESIDENTIAL (COMMON LOT) 0 129.05' W 8.05' 19 11 0 o COMMON LOT 4,152 SF c,+ 4,58' 110.00' n w 4,s1osF (R 8) 0 30 0 17.88' 94;03�: F- I co O o 3,4685E 14.75' O 99.52' 0 j 4,458 SF v 110.16' 1.97' o z o 07.12' ro BLOCK 10 0 107.21' 18 o a o 12 m 0 110.00' o 0 o O o 3,8245E 4,4005E ,.� r O > 0 29 0 0 0 4,477 45E °'• r 92.12' 110.00' 65,401 SF Q o a Mo 0 0 4,400 SF R630' i,+ 17 0 0 13 o w N N 110.00' 30' 115.14' o O o o O o O p 3,5795E � a 4,400 5F > o QUENZER FARMS LP o 33 o ( N 28 o W Z O iv l7 COMMON LOT N Z o SO433427800 4,695 SF 87.23 16 14 110.00' 3.50' Z 5,500 SF on 27 4.90' 1,680 SF 2,142 SF F z 110.00' 16,292 SF o 119.17' 24.54' _ 132 o '20.020.01 3142 SF70.36O 4,802 SF COMMON LOT o 93.50' 25.9225i92' .27 2, 0' 20.00' COMMON LOT � �_ �� COMMON LOT 20.00 W. CREASON ST. ' 93.50' 20.00'- MATCH LINE -SEE SHEET PP2.1 W. CREASON ST. I BLOCK 5 43 114,283 SF 50.02' 40.00' 14.14' oqro "2 44 0 45 m o 46 6,660 SF 6,362 SF 2,397 8I1 7,330 SF ° 120.00' 0 O a 22 0 40.00' 40.00' 47.50' 5,280 SF 120.00' o > o o 0 o ¢ 23 0 0 14 o _o 5,280 SF 13 4,400 SF 4,400 SF 5,225 SF Q I 120.00' 0 co 24 0 Z 5,280 SF 40.00' 1 40.00' 1 47.50' 120.00' 20.00' 25 09 2,135 SF 17 87.00' 5,280 SF COMMON LOT 20.00' 1 13.83' 120.00' 8.1 1' o 0 ,� 18 a 5,280 SF '"� 5,920 SF a 60' 120.00' 115.00' oo O a o 0 19 o 5,280 SF 4,600 SF a 115.00' _w 7 120.00' 0 20 o I 28 0 BLOCK 2 0 4,598 SF9.04' N 15.83' S,281 SF 1 14.66' 120.21 ' o 0 21 o a 29 0 a 4,538 SF `r 5,3385E J n SF R570'� 1 14SF ' 122.99' 000 O4,a`F5,533 SF 10o 129.05' o 0 17.88' 4,06"'94.03'14.75' 97.132 1,468 SFoMON LOT 107.21' o `° 8.13,75o 33 o O 90.64'4,4775F n a U LR63o'- o io 115.14 30' o 25 O ) N o co 'n 4,392 SF 34 o 85 70' I 4,695 SF M 1,651 SF 26 1 19.17 0 31 4.39' oo, 4,802 SF 35 0 0 16,292 SF 68.97' 25.03' 0 20.00' COMMON LOT 120.50' 7 ) 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. MATC QUENZER FARMS LP SO433427800 BIRCHSTONE CREEK SUBDIVISION RESIDENTIAL H LINE - SEE SHEET PP2.0 (R-8) W. CREASON ST. NAOMI FARMS LP SO434346900 COMMON LOT W. CREASON ST. 1 0 0 120.50' 25.03' 2C M o COMMON LOT COMMON LOT 0 0 31 o I 25.92' 1,--�� �-m"m IME 0 0 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' COMMON LOT 20.00' o "� 27 4,802 SF ( 1,652 SF 42 68.91' 93.50' O 2,142 SF 93.50' 20.00' <0 20.00' 70.38' 24.53' o 36 0 16,292 SF 4,802 SF o 119.17' 50.26 50.00' 25.92 COMMON LOT 6 0 0 85.71' 110.00' o 0 30 N 20.00' 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' o n 30' 0 0 io o o 0 0 0 0 0 0 0 0 o O 4,695 SF N 41 0 o O2 o O O2 o O3 0 4 0 5 0 6 0 7 0 1 10.00' 87.25' ) 37 O'- O- O- O� 0 31 R63 uoi 4,393 SF 0 00 5,500 SF go' 4,000 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF I _o 0 0 4,695 SF O ro o 115.14' o �� 60' 0 26 0 o O 1630' 16,292 SF rn I I 4,400SF 3,5805E t477 o 29 4,477 SF o I 90.6T OZ 1 10.Do' 0 8.11' v ,^� O O 0 15.05 14.55 N40 3 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 110.00' 92.15' 8.11' n PRIVATE ALLEY 107.21' 0 0 0 o COMMON LOT) 20.00' o oo p COMMONPRIVATEALLEY 14.75 v 3,753 SF 4,400 SF 20.00' O 25 o O O O o (COMMON LOT) 28 18.27' a PRIVATE ALLEY (COMMON LOT) O85,391 SF 14.55' 0 97.43' 1 10.00' 4,400 sF Z 3,826 SF 117.88' 94.03' o } > o o Q 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' O 14.75'0 COMMON LOT N N 39 0 o O4 0 110.00' � o") n O �5.00' o99.56',� 17.88' 4,069 SF w4,400 SF wI- >0 24 o O o7.84'o129.05' F O '� o 0 0 0 o ¢Mo n O o 0 0 o m o v M 105.88' Q 110.00' o f o o 0 � '2 4,4005E 4,1545E29.05'BLOCK 5 26 d o >_ o o 16 rn 15 O 14 0 13 O 12 0 11 O 10 m 9 oo Q voo o o 110.00'107.68'40 5,533 SF Z 1,404 SF 3,999 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF `^ o o Q op4,364 SF 4,400 SF > o 0 0 0122 99' --R570' 1,397 SF Z o 23 0ow,533 SF111.79' 110.00' 5.25' Z 4,400 SF a Q 4,420 SFo 0 o o - R50'1.95' D> 122.99'v25 av37 0o a BLOCK 8 6 3•89 34.81' 40.00' 40.00' 40.00' 40.00' 38.05' Z o 110.00' a 112 81' R570'o 0 Y 5,3385E 4,5395E 18 4,4005E rtOi 26.12' o 0 0 5,338 5E O O COMMON LOT 23 96' O 22 O 120 21 • 1 14.6T 19,482 SF 1 10.00' - W. BEECHSTONE ST. COMMON LOT 4,400 SF 4,565 SF m o 15.83' � 18.83' o 0 0 � - - -0- 120.21' Z 24 i� I 36 o o 7O o `..(9, 0 110.00' loo-. 0 114.93' 15.83' o 5,281 SF N 4,5985E v 4,4005E 2 25.92' O 21 o O 8.62' n q2 0 N O 14 0 7 "? O a 1 15.00' 1 10.00' 5166' 4,400 SF g 903 SF 4,600 SF n N 5,281 SF 30' 120.00' o o o O o 40.00' 40.00' 40.00' 40.00' 40.00' 31.00' > 0 0 00 35 o 00 $ o0 110.00' 115.00' 120.00' a 5,280 SF 1.86' 0 20 0 o BLOCK7 O8 0 43 0 4,600 SF 4,400 SF o 0 0 0 0 -48' 1 1 5.00' 110.00' O 16 0 0 0 0 4,600 SF 5,280 SF 10 0 0 0 0 0 4,4005E a 0 o o =I 120.00' I o n o 0 7,013 sF N o 0 0 0 0 0 0 1 15.00' Q o o 60' 0 34 v L0 O o 11 12 13 14 15 16 r 17 m 'o 110.00' o o m 120.00' o y 22 0 'n o 5,747 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 5,167 SF 19 0 0 O9 o Z o O o O 5,749 SF 4.70' 4.52' 5,499 SF q 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 'oo O o 0 120.00' 0 o I gg,g3' 2,505 SF 113.47' S0.00' 40.00' 40.00' 40.00' 40.00' 40.00' 47.50' 0 18 o o 10 0 � o 0 0 21 o > 5,280 SF I 20.00' 39.35' 4,400 SF v 4,600 SF 45 0 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 o 0 00 17 0 0 11 0 o 120.00' a 20 m 60' v 4,4005E 4,600SF 0 46 5,280 SF Z �n o o i o y o ci 0 0 o o o o o o o o o o 0 0 115.00' I 5,280 SF 0 0 0 0 ,� 110.00' o 120.00' °o' 32 31 30 o 29 o 28 o 27 26 o 25 o 24 23 22 21 20 19 °M' N 16 ;" 12 N 0 120.00' o 0 19 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 5,280 SF 3.84' o 6,066 SF o 6,342 SF o 47 0 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 o �` o 21.00' 18 N� �\ 93.50' 20.00' 20.00' 98.50' a 48 o 0 6,352 SF �cj0 - W. TRILBY ST. COMMON LOT 20.00' COMMON LOT 5,280 SF 75.83' _ _ _ _ COMMON LOT- 1O 120.00' 44.00' O �p SHARED DRIVEWAY o W. TRILBY ST, o 17 p0 24.38' 49 o 25.93' 3360 41.19' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 5,280 SF 44.00' 44.00' 32.50' 44.00' 44.00' 44.00' 33.50' 16.78' 2.81' OBLOCK 5 43 25.92' o 120.00' 0 o o o o 0 0 o 0 o o 0 0 0 0 o 0 81' o 0 0 o a 50 N 5043143466 OLP o 0 0 0 0 0 0 0 o 0 o o o v1 5,2805E v 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 6,160 SF 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 o > z o 120.00' 0 ^o Q �n �5,280 SF� 5,280 SFP 5,2805F� 5,942 SF m o RESIDENTIAL " 51 z a0 (R-$) 17p 60' I 5,280 SF 44.00' } COMMON LOT 2 9p 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' 44.00' I 120.00' 5.84...50.00 740.16' COMMON LOT �-So j 6$ 5.11' 0 52 0 0 0, 27,966 SF o BLOCK2 24.36' I 5,280 SF z o 63 W. ASPENSTONE ST. 52 5 7,361 SF �5'S5 / o 120.00' o SEE �E EfE �E �� EfE Nf 142.96' RESIDENTIAL ZONE o 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 o COMMON LOT- a 5,2805E ci ��' SHARED DRIVEWAY n RESIDENTIAL (R-15) 120.00' 45.35 0 55 0 0 5,280 SF 58 3,961 SF _ 0 120.00, 0 59 56 �; 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. BIRCHSTONE CREEK SUBDIVISION m z 48' KLAMATH BASIN SUBDIVISION W. TRILBY ST. MATCH LINE - SEE SHEET PP2.1 ro W. USTICK RD. STATEN PARK SUBDIVISION 0 �N� 0 60 120 180 Plan Scale: 1" = 60' NAOMI FARMS LP SO434346600 m m m PRELIMINARY PLAT NOTES _-10.00' 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 RESIDENTIAL PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, BLOCK 3 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 o O BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A C 27,512 SF 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 N N THEREOF. 7 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 in 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 N 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 73.58' 14, 15, 16 OF BLOCK 5 RESPECTIVELY. SAID COMMON LOTS SHALL BE OWNED AND COMMON LOT 25.00' MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOTS ARE ALSO 9,4S75F SUBJECT TO BLANKET UTILITY EASEMENTS FOR CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. 78.64 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. 12+00 I J l 13+00 / /R REFER TO QUARTET / xO0 w SOUTHEAST SUBDIVISION > Q No. 1 PLANS FOR SEWER x IMPROVEMENTS U O / Gy [0 QG O Z SSMH #B-4 9 SSMH #13-5 RIM:2540.30 `Sx 92 C. RIM:2540.58 QUARTET SOUTHEAST DEPTH:18.9' �O O'OO DEPTH:18.9' SUBDIVISION No. 1 INV IN:2521.52 8" (SE) 9 INV IN:2521.81 8" (SE) INV OUT:2521.42 8" (NW) INV IN:2521.81 8" (SW) INV OUT:2521.71 8" (NW) 45.1' of 8" PVC 0 0.42% L 51.5' of 8" PVC 0 0.41 % W. SIERRA MADRE DR. O' 0 0x SSMH #B-6 Jv O "; SSCO #B-5A RIM:2540.54 13 Q i �RIM:2540.75 DEPTH:18.0' 0�0 RESIDENTIAL DEPTH:20.7' INV IN:2522.62 8" (S) ,y R INV OUT:2522.02 8" (NW) INV OUT:2522.52 8" (NE) ( -$) > �O Q ,,fix o RAa g3 14 0 RESIDENTIAL z (R-8) 15 _ o SEWER ALI GN MENT"B"- + REFER SHEET PP3.3 FOR THE 0 SANITARY SEWER PROFILE 0 16 P o . � a f PI PRESSURE IRRIGATION W. MACHADO DR. > < 3 PUMP STATION TO BE o_ N � ro 17 CONSTRUCTED WITH o)C3 QUARTET NORTHEAST BLOCK 2 o Z SUBDIVISION No. 1 O9 10 11 12 0 0 C °+ C 18EL IRRIGATION POND TO BE a CONSTRUCTED WITH G ": G O f 3 QUARTET NORTHEAST - - - - - O7 SSMH #CSSMH #B-7 19 SUBDIVISION No. 1 - - OS O I 417 RIM:2541 40 DEPTH 637'1 1DEPTH:17.7' 81 O O O INV IN:2524.80 8" (W) • INV IN:2523.78 8" (S) a 44 45 46 O SSMH #C-2 INV OUT:2524.70 8" (E) ` INV IN:2523.78 8" (W) 3 RIM:2541.34 8"W 8"W SSMH #C-3 a0 DEPTH:15.7' "� 151.7' of 8" PVC 0 0.61% INV OUT:2523.68 8" (N) RIM:2540.49 43 DEPTH:13.0' INV IN:2525.79 8" (W) W �8"S+� .,s + 20 INV OUT:2525.69 8" (E) un ,,:' 040% of QO 0 INV IN:2527.60 8' (W) IC ® ,. INV OUT:2527.50 8" (E) p '. BECM pR of S P 3+00 .. p 'N. .9' 8 - ZZ•`5 B.,W Aco RE ER SHEETI P3 3 FOR THE a\ y QUENZER FARMS LP Q� W. BECKY DR. S W B..W „W g•yy 8^5 AypO U SANITARY SEWER PROFILE o SO433417200 a"W' 426 S of $'� PV�Q a;40% �_g..g o 21 SSMH #C-4 q1� S"s 8"s ........... T 6+00 5+00 <' RIM:2540.34 Q` PNG ® 0 9+00°• 8+00 7+00 7 DEPTH:12.3' $' INV IN:2528.18 8" (SW) ,....,82 oka5� .. p Q 3 SEWER ALIGNMENT"C„ - .,...-.. p .:, oo + INV OUT:2528.08 8" (E) 1 O o. REFER SHEET PP3.3 FOR THE � QV 10k00 w SANITARY SEWER PROFILE O �o z: BLOCK 2 ® E (D E O O O O O O N 23 O8 O9 10 11 12 13 14 15 42 Q z SSMH #D-1 p 3 R7 A A RIM:2542.06 D v_ "t � i g8S' 26 60' DEPTH:12.1' SEWER ALIGNMENT"B" - y 24 F o O eo NV N 2530 03 8° S REFER SHEET PP3.3 FOR THE /O Q SANITARY SEWER PROFILE O 41 %v r o INV IN:2530.03 8" (W) r6o� 335.7' of 8" PVC ®0 40% ;;:.INV 8" (E) - + OUT:2529 93 SSMH #C-5 i' ....... °. _.... 0' of 8" PVC ® 1.73% a ' RIM:2541.21 > 26 '•.. 4 $"$,:� i 8']S ,P ... 8s -:g S--- ;.. f ALLEY (PRIVATE) " ': 299. Q I O O I P I PI. ,. Al8"$ .. .pI $ PJ P O DEPTH:12.6' `w SSMH #D-2 SSMH #B-8 PROPOSED �'� INV IN:2528.72 8" (S) Ye '�C RIM:2541.31 Q 17 RIM:2542.25 RUTLEDGE INV OUT:2528.62 8" (NE) u _ "> DEPTH:9.9' o DEPTH:17.6' DRAIN 40 m 24 , a S N INV IN:2531.48 8" (S) 0-- INV IN:2524.76 8" (S) 26 NAOMI FARMS LP w "o: O IN OUT:2531 38 8" (E) 35 18 ® INV IN:2524.76 8" (W) O SO434346900 132.8' of 8" PVC ® 0.41 % ` z J 43 q2 41 40 39 38 37 c m o J O g O O O O O O O O a N INV OUT:2524.66 8' (N) 30' BLOCK 5 ;, 0 39 23 O7 o `o 0 48' v_ p ,' p - 9j rn 34 A ` A 19 o N 27 o O ',�, SSMH #B-9 BLOCK 9 �' E ro RIM:2542.82 38 a: a m ® �� DEPTH:17.4' 0, 22 15 -_. OS r. , U INV IN:2525.52 8" S M A SSMH #C 6 - ^W 8' a O NV OUT 22 ( ) 6 33 20 25.42 8' (N) RIM:2541 79 28 � DEPTH:12.5' � ° O W. DUGAN DR. � _a^ co a INV IN:2529.36 8" (S) R553.5' tO BLOCK 6 o INV OUT:2529.26 8" (N) i3 N 37 0 SEWER ALIGNMENT _ N y U REFER SHEET PP3.3 FOR THE E N 32 16 21 io 00 3 29 Y SANITARY SEWER PROFILE R553.5' N ro z �i v 36 ¢cc 22 30 RESIDENTIAL = w SSMH #D-3 SSMH #E 1 H H °0 RIM:2542.44 ft-g RIM:2543.07 27 v Q DEPTH:9.9' DEPTH: 10.4' 30 Q 23 ® b a 35 c� +01 INV IN:2532.59 8" (S) INV IN:2532.77 8" (S) a o - 311 01 n v R2B ® II 18 12 o INV OUT:2532.49 8" (N) INV OUT:2532.67 8" (N) Y' +/ 32 0 385.4' of 8" PVC ® 0.40% !� O1 a, �,' 29 24 0 `� �0'$ B B B B 34 �, a E mZ E 261.1' of 8" PVC ® 0.40% p SEWER ALIGNMENT"B" - nm I R613.$' 33 > r R613.5' I 17 13 >, Q �' REFER SHEET PP3.3 FOR THE 60 ro SSMH #C-7 Z, SANITARY SEWER PRO FILE N `�3 "30' QUENZER FARMS LP �: c 33 RIM.2542.89 E SO433427800 i O DEPTH:12.5' 16 < w - 141 I p^: E z` INV IN:2530.51 8" (S) � ..Q Q INV OUT:2530.41 8" (N) + D "? 30' 32 00 .,`: oNN w 26 y o0 27 D a IN 36 I ryl � • ' -� W. CREASON ST. y , m Q MATCH LINE -SEE SHEET PP3.1 y W.CREASONST. � w ' y SSMH #B-10 3 RI M:2544.15 DEPTH:17.5' I! I o a PI pI INV IN:2526.75 8" (S) j + -I !� INV OUT:2526.65 8' (N) V + I ;0 M J� w II II(I 6 i I a I of "f (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. � 01 ro 0 v II o N N N 3 ^1'4 m II � tl1 w I' i. _`': ( - PI I RESIDENTIAL MATCH LINE - SEE SHEET PP3.0 w � (R8' o NAOMIFARMS LF SO434346900 w y o o W. CREASON ST. ie + co m � � t �' I � � � � � III I� � � � 'm 30'--= W. CREASON ST. a N - ' Gi r N Q :, :0 42 w O w coo 36 F 3 w. QUENZER FARMS LP w 30 R673. o 41 O2 j a O2 O3 O4 O5 O Oj PI w 27 O 3 37 a 50433427800 I 5' + N > BIRCHSTONE CREEK SUBDIVISION 0 60 120 180 Plan Scale: 1" = 60' Q `SEWER ALIGNMENT "C" 60 60' 26 + B .J B 111 REFER SHEET PP3.3 FOR THE 29 y SANITARY SEWER PROFILE I Q RIM:25SSMH 44.13 0 5' ¢ ' o. ; a RE ER SHEET P33 FOR THE R613. d� w DEPTH:10.3' iv 38 B B 2a 0 40 O "s w SANITARY SEWER PROFILE rn O 30' R v 3 w II �--� INV IN:2533.92 8" (S) o R28 28 0 4 QQ : g p` 247.3' of 8' PVC ®0 60% NV IN:2533.92 8" (W 25 �3 N T �27 ® / w $'S-- .815+-.----^8 S - V oUT. .82 8 ( ) 0 3931 _ \ ) _ - IN2533 N z� A A O E z E SSMH #F-1 E E m :: RIM:2544.07 , v> -roy DEPTH:8.7' r+ !� INV OUT:2535.41 8" (E) n SSMH #D-4 6 3 ® + 26 3 38 OS RIM:2542.49 16 15 14 13 12 11 10 9 DEPTH:8.4' `2 A A 40 _ 61.1' of 8" PVC 0 0.41% O o cw .' INV N:2534.24 8" (SE) �. SSMH #D-6 23 5 O8(N) _ RIDE RTH 438BLOCK8 SSMH 1 SSMH .RIM:2545.0441 RIM:25-u 2.03 w R553.5 DEPTH: 17 2' u 2 DEPTH:10.4' ' r 22 O -. INV IN:2527.89 8" (S) Q INV IN:2531.74 8" (S) 03 8"W 8"W- 8 W "W INV OUT:2527.79 8' (N) m ' INV OUT:2531 64 8" (N) o' -} w ` W. BEECHSTONE ST. z - O ro+ 36 Q O B..S B.,S_� �..5 0 24 _ 211.0' of 8" PVC 0 0.60% O O 42 BLOCK 7 D D rL 3 N Q; 30' :- >'.a SSMH #p_5 , . ... .. ;.. ,E � �•. 21 RIM:2542.70 23 Q DEPTH:8.2' w O w N 2 60' 3 10 INV IN:2534.59 8" (E) 20 > ' Og m m. O 43 11 ( ) Z 358.4' of 8" PVC 0.60%� -1;48' ci - ;, O O INV OUT:2534.49 8" NW > O0 34 O 12 13 14 15 16 17 y 22 0 + a z 3 19 J O9 H H ® ° E y E ¢ D o D 44 ay> 33 a�� M - 21 0��3 I P - 18 1p `o aD ALLEY (PRIVATE) 45 m21a 3 '6 m co 11 PROPOSED 0 60' o RUTLEDGE + v y I SSMH #E-3 SEWER ALIGNMENT.".. - DRAIN SSMH #C-9 O O O O O O O O O O O O O O .. RIM:2544.38 REFER SHEET PP3.3 FOR THE o o0 �? � DEPTH:8.3' SANITARY SEWER PROFILE RIM:2543.72 32 31 30 29 28 27 26 25 24 23 22 21 20 19 INV OUT:2536.08 8" (N) ± Gi 19 P INV IN2532888" (SE) 59.1' of 8" PVC ® 0.41% SEWER ALIGNMENT"C" - INV OUT:2532.78 8" (N) REFER SHEET PP3.3 FOR THE 60' 3 47 h SANITARY SEWER PROFILE _� a - .I �M D - 104.2' of 8" PVC 00.60% I a w 15 BLOCK 2 O D 13 : x -® 48 PRELIMINARY ENGINEERING NOTES 2 0 8w sw 8•w w j� 22+00 23+00 24 TRW p,W 8 w B••Vb 8••w 8„w 8„w 8"S 8'IS 8•'S coo 8'•S 0� 25+0 W. TRILBY ST. 183.5' of 8" PVC � 0.40% o 0 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS WILL 17 400.0' of 8' PVC ® 0.40% �_ + f.; - BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAINS B..S n - SSMH G-1 -- 49 IN N. BLACK CAT RD. AND W. USTICK RD., AND THE PROPOSED 12" WATER MAIN IN W. 8 S B..S B..S '.. w SSMH #C-10 p -,.., .............. ,.. ,. # .,. -- "> MACHADO DR. '. SSMH C-11 - RIM:2546.11 SSMH #B-12 3 RIM:2543.96 # SSMH #C-12 p I DEPTH:10.8' RIM:2543.46 DEPTH: DEPTH: aD 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL DEPTH:8.6' RIM:2543.75 INV OUT:2529.95 8" (E) DEPTH:16.6' BE SERVED BY THE 8" SEWER MAIN STUB THAT WILL BE CONSTRUCTED WITH QUARTET j INV OUT:2 3.22 8" (E) DEPTH:8.2' INV IN:2529.21 8" (S) 50 NAOMI FARMS LP SOUTHEAST SUBDIVISION NO. 1, LOCATED IN W. DURANGO DR. � INV IN:2534.92 8" (E) w 16 INV OUT:2533.12 8' (NW) BLOCK 5 INV OUT:2534.82 8" (W) INV OUT:2535.55 8" (W) G G INV IN:2529.21 8" (W) '. a O rn O I 81 < (9INV OUT:2529.11 8" (N) - 199.2' of 8" PVC 0.40% SO434346600 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE 15 14 13 12 11 10 O9 O8 7O O O5 O O O j � 67 66 65 64 = DETERMINED WITH THE FINAL PLAT DESIGN PHASE. C m o3 C 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH RESIDENTIAL +- 51 THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. ao (R-8) 17.72' 3 ¢ Z n 5. ALL ALLEYS LOCATED WITHIN COMMON LOT 31, BLOCK 2; LOT 27, BLOCK 5; LOT 16, BLOCK I PI 1 p �60' 6; LOT 14, BLOCK 7; LOT 18, BLOCK 8; LOT 15, BLOCK 9; AND LOT 8 BLOCK 10 ARE I PI PI -PI I I I PRIVATE ALLEYS. ALL ALLEYS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE F } 68HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT ,. - DWITH N A COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY • ...:. _.. ..: , ..: ,..... s:. ......` 63 SR M2546.63 STREET SECT SECTIONS, SHEET PP3.5. 8„W 8„W g.,W 7�V g.,W _ DEPTH:16.6' 3 I 8 W 8 W 8'W� 8'W 8"W z 52.5' a INV IN:2530.11 8" (S) 60 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE COLLECTED AND ROUTED TO STORM _ ♦ 3♦ IIIIIIIIIII� _, INV OUT:2530.01 8" (N) 53 FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE I AND PUBLIC STORM FACILITY TYPES SIZES, W. ASPENSTONE ST. + FINAL PLAT DESIGN PHASE , AND LOCATIONS WILL BE DETERMINED WITH THE ES A j O o > 47.8' of 8' PVC ® 0.40% MATCH LINE - SEE SHEET PP3.2 62 7. THE GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE PRELIMINARY AND SHALL BE i w F , R132 DETERMINED WITH THE FINAL PLAT PHASE DESIGN. 54 I 0 v a e ` 8. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE QUARTET R\60 , w RNaa� SSMH B-14 NORTHEAST SUBDIVISION No. 1 PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE # IRRIGAITON SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT j v , BLOCK 2 RIM:2547.28 DESIGN PHASE. _DEPTH:17.0' 55 I \ 61 e(jo INV IN:2530.40 8" (S) 9. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE INV OUT:2530.30 8' (N) STANDARD MERIDIA ANDARDMERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE IRRIGATION ci v_ , a cL� ; .".' 10. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED 56 DURING THE FINAL PLAT DESIGN PHASE. j I � '• 60 59 58, 0 11. REFER TO SHEETS PP3.3 AND PP3.4 FOR SANITARY SEWER PROFILES. v Q SEWER ALIGNMENT"B" - 12. REFER TO SHEET PP3.5 FOR STREET SECTIONS. 8%y REFER SHEET PP3.3 FOR THE 57 SANITARY SEWER PROFILE O SSMH #B 17 13. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL '. 251.8' of 8" PVC ® 0.40% ft; ci SLR � \PI PI ..o._� PI RIM H:14, 5 PLAT DESIGN PHASE. o INV IN:2532.18 8" (E) RESIDENTIAL �OF�9+ B M o�� INV OUT:2532.08 8" (SW) QUARTET SOUTH SUBDIVISION (R-15) + ��,F.E� _ 37.6' of 8" PVC ® 0.40% MERIDIAN, IDAHO s soa �Xoo PRELIMINARY ENGINEERING oo. "SB ci - g•' s'S 5\ONAL fN y`L - 37+00_�pFF'S�\CENSf3C�'1t^ Q'S N y ?� of 8" PVC ® 0.40% O SSMH #B-16 J 7/15/21 g RIM:2545.56 gy , DEPTH:14.0y f1 P� v E N G I N E E R I N G 14.0' of 8" PVC ® 0.43% C� f OF \� lv� 5725 NORTH DISCOVERY WAY INV OUTS 5136 57 '8" W y N 83713 C. K � HOISE, 208) 6DAHO 9-693 a �'0 SSMH #B-15 ( ) <� �N PHONE (208) 639-6939 t , RIM:2545.49 kmengllp.com DEPTH:14.1' INV IN:2531.51 8" (E) DATE: 7/15/21 INV IN:2531.51 8" (SW) 4. JECT: 21-027 INV OUT:2531.41 8' (N) PRO SHEET NO. PP3.1 BIRCHSTONE CREEK SUBDIVISION 48' F 7 W 11' mmmmmm F cI ci v PROPOSED RUTLEDGE 6 DRAIN 'a RESIDENTIAL (R-8) z � 3 N ap Z I PH I Pi piI I MATCH LINE - SEE SHEET PP3.1 W 6.. W . � W. ASPENST TONE 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 '! a g•Y`I XXEF'�s g/ 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 w a 0 >� O Z Z F z II O NAOMI FARMS LP SO434346600 �EPirP -EP I " — — _ _ E. P STATEN PARK SUBDIVISION 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. 2560 2560 IN N SEWER ALIGNMENT B 0 6 12 18 Profile Vertical Scale: 1" = 6' NOTE: SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE DETERMINED AT FINAL DESIGN. 2560 Z 2560 QUARTET SOUTH SUBDIVISION MERIDIAN, IDAHO PRELIMINARY SEWER PROFILES Sg�ONAL fNC �oFF �YCENSk- iy a 6860 lam Jf'7115122�o Q ENGINEERING 9C� 9Tf OF YAP !vim 5725 NORTH DISCOVERY WAY C• K�N� BOISE, IDAHO 83713 SEWER ALIGNMENT B PHONE ngll .com 39 kmengllp.com 0 6 12 18 DATE: 7/15/21 PROJECT: 21-027 Profile Vertical Scale: 1" = 6' SHEET NO. PP3.3 -7 Z 2555 a > � 2555 li W � Z � U O U a z �j Oo ad � o > d- o � 3 w Z v tvU O > O U O o o_ >>o_ o o_ � a7 ro � m CO (O o � W a0 v� N N � 2550 � �> 0 oa 00 d o aa,ao � - - °° WO W� � � �m o m m 00 M �� � � n�� N O N v m �n ui in N 2550 +NH Z O ly _ W cND N m �� � uN'1 � I� N N SNN � F a� a> > O � N �� N• � 0.) N � O N O N N m 0) � h N� N N N= Z Z 7 M��� O f n N 0. O Z Z_ N� I m c0� ON N N if] p 0p N N N m}�� N N F +� �N N H D7 if] x Z Z = O =NNE-- O � Q E a>> > xNN � xZ O Q �— 2545 a I �MmN N m � p N � N }� � N u]�=ZZ S Q � a > > > M. N p > N N QED_»> H —WZZ Z N O_ O — — — N H —WZZ Z NN0'O__ N NN�OZ H� W> > � 2545 x'r O � � o' o z z z � Z EX STING GROUND _ . .. � N (nK O z Z 2540 � 2540 2535 2535 2530 2530 280.5' of 8" PVC ® 0.40% 13s.s' of a" Pvc ®o.a8% 2525 220.5' of 8" PVC ®o.ao% 2525 264.0' of 8" PVC ®0.40% 173.9' of 8" PVC ®0.41 7NG ND CENTERLINE OF SE R PIPE ALIG MENT 2520 2520 0 N 0 N 45.1' of 8" �o N PVC � 0.42% 0 N � 0 N 0 N 0 N N N N N N OJ N � N � N N cD N a0 N N M N � N h N O N N N 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 _ Z o Z p j N U o 0_ d _ a U O U> L� a0 O >> Z U O d o- o_ a : > o 2555 o d a - N o m W W 00 O m � ao o a o p � O M� On ro m — o a M Nn o o_ : I -� � � r r W m m o 0 m � N 2555 W m O � M7 � O h u] N 111 7 N D7 m N V1 cMD �� N Z m�M wit] N H 00�� � c0o N N .1 tON =MNH O }��QEa> p�if] OM N mOuj +7 �N 2550 I mrn,��in=zzo M O N N }� ��ry�—o >=O M W S Z U N H— W Z Z NND_'U— }� 7 N U 2555 Z 2555 10 SEWER ALIGNMENT C 0 6 12 18 Profile Vertical Scale: 1" = 6' NOTE: SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE DETERMINED AT FINAL DESIGN. 2560 2560 QUARTET SOUTH SUBDIVISION MERIDIAN, IDAHO PRELIMINARY SEWER PROFILES Sg�ONAL fNC �oFF �YCENSk- iy a 6860 lam `Jf7/15/21�o Q ENGINEERING 90 9Tf OF YAP !vim 5725 NORTH DISCOVERY WAY C• K�N� BOISE, IDAHO 83713 SEWER ALIGNMENT C PHONE ngll .com 39 kmengllp.com 0 6 12 18 DATE: 7/15/21 PROJECT: 21-027 Profile Vertical Scale: 1" = 6' SHEET NO. PP3.4 2535 , GROUND GROUND O 3> Z N a r > U> � U M > W � 0_ � o j j o_ - m � > > o_ .N.. > � > � > d � a ro W WO ao 2550 m W O m W co O O � O m N a = ao L� Co O U o > a ^ o_ _ I� _ 0p � 'o a = m _ m li W � W ro o N O r � � 2550 � o N M C O O LWi 0p O � O O N� r N m N U hM'1 N N N }N N H O O M M N � M r N N U}�� ifl M r N N M I� S O N N a M a0 pp � U� N U1 N INN = Z � 0] Obi � � N N H N H m� S Z O O if]U� p � �..�j M� N N if7 N (-)o � N N N M� � N H 7�= Z = S N N H— O � N Q d H� W> > 2545 =rnin=zz IV d p N~— o H� W> > xNN�Z N O H� w> > xiN�z � Q E a> > +��`V � N H Z O SaN=z � o Q� D_ >> c�ii��w> > N N� O Z Z cncno-o? Z 2545 g N E S� Z Z Z N co D' O Z Z N N 0_' O z Z (�/I H� W> > 0, (~/1 0' � Z z " XISTING 2555 � W � � m � — � Z � w > � w � 3 T � 2555 N Z co rn co c� � > d M a rn > o_ m a- � o > m > a o_ n � j d c0 li _ [O � 0_ � Li c0 m D_ a0 W 0p O � W of O N p w N o u] 2550 W � 0 � (�O o a40o ci o OON_ N M—�I�cO �? M N � N M M M t0 rn W M N N� —h O) a � N N � o 2550 rN M U) ^ N N mcDM_UmM I 7N � O N }� cDa � M N U}a H U mMI }� �� UON ON �Z O SMN=Z O a0N 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. 3" 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 rd 1' LANDING, TYP. 6" VERTICAL CURB, AND GUTTER, TYP. COMPACTED SUBGRADE STREET SECTION E SCALE: NTS 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' 11.5' 11.5' 6' g' PLANTER 5' SIDEWALK 3:1 MAX. BIKE LANE OUTSIDE LANE OUTSIDE LANE BIKE LANE SLOE EX 0 STREET SECTION F SCALE: NTS 81' RIGHT-OF-WAY 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC-TBC 12' MEDIAN SLOPE TO EXISTING 1' LANDING, TYP. 6" VERTICAL CURB AND GUTTER, TYP. 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 T 4 1 Mn v SECTION LINE STREET SECTION I SCALE: NTS 0.5' 21' TBC-TBC 8' PLANTER 5' SIDEWALK ASPHALT PAVEMENT 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE ASPHALT PAVEMENT ` \ \/ \/ \/ v;/ V vV�Vwv \ �A ,�A �A iA\iA\iA�iA 6" OF 3/q° MINUS CRUSHED 3/4"-MINUS CRUSHED AGGREGATE BASE AGGREGATE LEVELING COURSE AA\VAA\VAA\VAA\VAA\VAA L/6\INCH MINUS PIT -RUN SUBBAS\ 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 ` \V AV A\VA\VA\VA\VA / \/ \/ \Z A \ \ \ �A ,AA ,AA iA\iA\iA>\ 6" of -Y4" MINUS Cl -MINUS CRUSHED AGGREGATE BASE AGGREGATE LEVEL10 6-INCH MINUS MINUS v\i\\i\\i\A\VAA\AAA\AAA\�AA� PIT -RUN SUBBASE \ \ \ \ NOTE: STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING REPORT AND ACHD'S REQUIREMENTS. COMMON LOT 1' ACHD SIDEWALK 1, EASEMENT EASEMENT LANDSCAPE BERM 5' SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 /, A/, A/ 1' FLAT LANDING, TYP. X\\jam\ /X ACOOW DITCH STORMWA R ER HD GUIDELINES SECTION 8200 STANDARD \ VA VA VA VA VA DRAWING DETAIL 5 I� 1' ACHD SIDEWALK EASEMENT 5' SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 3:1 MAX. SLOPE COMPACTED SUBGRADE STREET SECTION G SCALE: NTS 6" VERTICAL CURB, TYP.