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PZ - Pre-plat VICINITY MAP : 1"=2,000' QUARTET SOUTH SUBDIVISION PRELIMINARY PLAT I I\-, ,—W.MCMILLAN RD. mum A PARCEL OF LAND SITUATED BEING A PORTION OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF QINDSECTION 34, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO. z _ W_ J _ \ EPA In _EG- =�=_ ` `!`CEP- W c� o F EG �t _ z IL 4- \\ � r Ec� EG I EG CREEK' _ EG �a _EG �\ ' �EG %� ' W.USTICK RD; i u i c0 PRELIMINARY PLAT DATA �rml mu PC W. pVRANG � \ RESIDENTIAL AREA (R-8) w O DR � \\ QUARTET SOUTH SITE DATA CURRENT ZONING RUT _ _ _ _ _ > _ SUBDIVISION PRE-PLAT PROPOSED ZONING R-8 Y — — — — — — — — — \� — BOUNDARY COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL O BUILDABLE LOT AREA 25.892 ACRES I m BLOCKI COMMON AREA 9.764 ACRES I z QUARTET SOUTHEAST O ROW AREA 13.169 ACRES SUBDIVISION No. 1 TOTAL AREA 48.826 ACRES OVERALL LOT DATA W. SIERRA MADRE DR. TOTAL LOTS 270 RESIDENTIAL LOTS 229 I COMMON LOTS — LANDSCAPE 32 I — j'.'13 ''''• COMMON LOTS — SHARED DRIVEWAY 2 Q COMMON LOTS — ALLEYS 7 I cn 0 150 300 450 w MINIMUM PROPERTY SIZE 3,579 SQ. FT. I ( \ Q la AVERAGE PROPERTY SIZE 4,925 SQ. FT. I Plan Scale: 1" = 150' 15 DENSITY I I z 16 GROSS DENSITY 4.69 UNITS/ACRE a W. MACHADO DR. ®NET DENSITY 8.84 UNITS/ACRE I I � Q I I _ BLOCK 2 = O9 10 11 12 Q _ w 18 co RESIDENTIAL AREA (R-15) I I� I �===— -'= � : O O O z 19 SITE DATA I �.�.�.�.�. :: I J �� ' ' . . 44 46 46 1 0 0 0 o LEGEND CURRENT ZONING RUT I I ) '. . .`,'• BLOCKS `.'.'.` 43 20 PROPOSED ZONING R-15 I � 'I�-`-'•'•'-'-'•' '�'---'•'-'�� � QUENZER FARMS LP I BLocK6 COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL I{`.'.'.'.'.'.'.`.'.'.'.' ' � '.'.'.' Y DR '. Cam+ _ _ SO433417200 I I yam. BECK 21 BOUNDARY LINE BUILDABLE LOT AREA 14.755 ACRES I — W. BECKY DR. COMMON AREA 0.218 ACRES OFFSITE PROPERTY LINE ROW AREA 3.809 ACRES TOTAL AREA 18.781 ACRES I O "' 27 n 0 0 0 0 0 23 LOT LINE 42 -• w O O9 10 11 12 13 14 16 } SECTION LINE 24 0 O OVERALL LOT DATA i i z6 3 w • TOTAL LOTS 3 oc al ; ; ;�;,, NAOMI FARMS LP R—g RESIDENTIAL LOTS 2 I zs '' `' :: '::t:' ZS PROPERTY ZONE t,17,.• 50434346900 O LOT NUMBER COMMON LOTS — LANDSCAPE 1 U I 40 Q 24 O z .LLaa , = 10 01 I O .�` 42 41 40 39 38 37 35 ,y'• 18 26 .:,, m Q I I 39 U z3 's.:' O7 z 27 34 19 OVERALL SITE z I 36 m 22 BLo5K9 O '`' 2B SITE DATA I I W. DUGAN DR. TOTAL SITE AREA 67.607 ACRES I I 37 36 33 20 z 21 0 � � 32 =16 21 29 SURVEY CONTROL NOTES OVERALL LOT DATA I I 36 20 10 31 22 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE TOTAL LOTS 273 I 19 11 30 COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL R-8 RESIDENTIAL LOTS 229 I ,,.Y'•:' ":`, 3o z3 (NAVD88) DATUM. R-15 RESIDENTIAL LOTS 2 is ^� lz COMMON LOTS — LANDSCAPE 33 I t COMMON LOTS — SHARED DRIVEWAY 2 I wI 34 v 13 29 za 33 COMMON LOTS — ALLEYS 7 I 33 RESIDENTIAL 28 zs 34 QUENZER FARMS LP I p p 32 (R-8) ,�... .y.•27 •.l. _`26y• •:« o SO433427800 I I ;: :' z�` W. CREASON ST. 35 INDEX OF DRAWINGS W. CREASON ST. 31 I WI 31 36 REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. 42 30 27 1 SHEET NO. SHEET TITLE 41 ,' O 0 0 0 0 0 0 37 26 O Ln �-� 1 28 40 3 o s 25 0 38 PP1 .0 COVER SHEET • 39 O Q 8 ..t. ui w 24 '1 O — — - PP1 .1 EXISTING CONDITIONS 16 1s 14 13 12 11 10 9 . ' 40 2s 37 18 Z 23 O PP2.0 PLAT LAYOUT .. z 22 �•: 0 41 24 36 W. BEECHSTONE ST. N BLOCK7 21 14 � 42 PP2.1 PLAT LAYOUT 23 } I 35 O BLOCOK 8 z 20 Og > q3 P P 2.2 PLAT LAYOUT Q 34 09 11 12 13 14 16 16 17 22 19 �9 � 44 PP3.0 PRELIMINARY ENGINEERING 21 O • 33 18 10 Q O m 45 PP3.1 PRELIMINARY ENGINEERING 20 17 11 CO z 46 PP3.2 PRELIMINARY ENGINEERING 0 0 0 0 0 0 0 0 0 0 0 0 0 O z 32 31 30 29 28 27 26 26 24 23 22 21 20 19 19 16 12 47 15'.`. 13 PP3.3 PRELIMINARY SEWER PROFILES 18 BIRCHSTONE CREEK I I ---- W.TRILBY ST. W.TRILBY ST. PP3.4 PRELIMINARY SEWER PROFILES — 17 ., 49 SUBDIVISION ---- PP3.5 PRELIMINARY STREET SECTIONS I I � so 16 15 14 13 12 11 10 O9 OS BLOCK s O 0 0 0 O O 67 66 6s 64 a PPL1 .0 PRELIMINARY PLAT LANDSCAPE COVER 61 IBLOCK 2 = 11 68 Q s2 PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN W. ASPENSTONE ST. a3 co NAOMI FARMS LP II Ek z 53 50434346600 PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN X 62 II + 64 PPL4.0 PRELIMINARY PLAT LANDSCAPE PLAN Z I I RESIDENTIAL ZONE ` 0 11 BOUNDARY 56 w !v/ ?..: v a RESIDENTIAL S�� I R-15 BLOCK4 `� QUARTET SOUTH SUBDIVISION N I I I I o RESIDENTIAL MERIDIAN, IDAHO R-15 COVER SHEET g I BLOCK 3 N O DEVELOPER/OWNER Z BRIGHTON DEVELOPMENT INC. � 2929 W. NAVIGATOR DR., SUITE 400 SS\ONAL £Nc Q ' ' MERIDIAN, IDAHO 83642 F� 3 I I w CONTACT: 08)JON WARDLE 4� \CENSF PHONE: (208) 378-4000 �• EMAIL: jwardle®brightoncorp.com 860 - - - 111 / I` z J�g7/15/21P1o1 ENGINEERING N ENGINEER/SURVEYOR -7 �, 9 _ _ I V) C� QF !` 5725 NORTH DISCOVERY WAY __ — — T — z KM ENGINEERING D DISCOVERY WAY �� / C. �(\N� BOISE,IDAHO 83713 a - - - - - 5725 N - - - - - - - - - - PHONE 208 6396939 — — — — — — — — — — — EP F-PBOISE, IDAHO 83713 FP FF7 _ _ PHONE: (208) 639-6939 kmengllp.com J — — — — — W. USTICK RD. CONTACT: LACHLIN KINSELLA, P.E. Digitally signed by DATE: 7/15/21 EMAIL: Ikinsella@kmengllp.com s Lachlin C Kinsella, P.E. PROJECT: 21027 \ x x x KLAMATH BASIN STATEN PARK Date: 2021.07.15 HEFT NO. SUBDIVISION SUBDIVISION 1.0 11 :27:30 -06'00' P P a 0 100 200 300 Plan Scale: 1" = 100' o > Q I \� z BIRCHSTONE CREEK I I I � SUBDIVISION � I c) a� QUENZER FARMS LP - - — — •®. # - - —®---- - - — — \ Q o2 \ QUENZER FARMS LP - - - - - - - - - - - — — — — — — - - ® O 0 SO433427800 z - - - - - - - - - - - - - - - 0U) SO433417200 N w 18"GI 1�'GI 18"GI 18"GI 18"GI 18"GI j8"GI 0- /amaaazYZwgaD0z0F L IJa o y/l 18/G_I/ 1�8/G_I 1\�8\J)/G_I STOP SIGN 18" SEWER MAIN 18"S 18'S rOE TOE TOE TOE TOE TOE TOE TOE PROJECT BOUNDARY 4 25 TOET TOE 48 \1l// \V/—H'—/ /Q�W \LIN%✓—/\\—/�I,II/I Jl\/�\� ,/I\_ —hr��ps I� FesmA\\—\ �yIIII o elf G 2549 N. BLACK CAT RD_ 2548 — T0� — 2"W P — TOPP — — - - ROJECT BOUNDARY ADOPT A HIGHWAY SIGN 12" WATER OVERHEAD POWER LINE ED ED E�„a—•l/ps��D,SPEED LIMIT UNDERGROUND POWER 1 I ` a9F STOP SIGN N of o to STRUCTURE CONCRETE r CONCRETE 0 to „IRRIGATION DITCH ^ N—N Q CIV � IRRIGATION DITCH = ,/N RESIDENTIAL STRUCTURE U o ale. Q p OVERHEAD POWER LINE K�0 is" �STRUCTURE s„s254 18" PRESSURIZED SEWER MAIN -o44 10" PRESSURIZED SEWER MAIN �k 1� \ �I STRUCTURE 2542 Nry r° TH QUENZER LIVING TRUST IRRIGATION POND TO BESO434325410 CONSTRUCTED DI BRIGHTON CVO) WATER MAIN QUARTET NORTHEAST DEVELOPMENT INC. I I I - \Il —/1DIoI�F I � � I //aI c /Iy— I3 I / I/I ' II Eo I DI I—1 III /I1 �I SUBDIVISION No. 1 SO434255555 PROJECT BOUNDARY 2542— IRRIGATION PUMP — O z 25' ACHD TO BE CONSTRUCTED PRESCRIPTIVE WITH QUARTET NORTHEAST RIGHT—OF—WAY SUBDIVISION No. 1 CONCRETE IRRIGATION DITCH N. GEDDES AVE. L / 8" WATER MAIN ---- N N IRRIGATION FIELD DRAIN z -0 RUTLEDGE DRAIN QUARTET SOUTHEAST r z7i z SUBDIVISION No. 1 m O QN PROJECT BOUNDARY QUENZER FARMS LP z cc Q SO434325867 " / co z > PROPOSED 100—YR FLOODWAY 81 Lu m PER FIVEMILE CREEK FLOOD REPORT N i N (DRAFT)" PREPARED BY RESOUCE\ SYSTEMS, INC., DATE 4/24/14. I ImI' ,I I/ I Q�1 ' II I 1I I U II Il AII/II RI I / T:I E� / NORTHEAST � T SUBDIVISION �/IIN / o/ l . l\ - /1 (P CONCRETE `� IRRIGATION FIELD DRAIN I I L IRRIGATION DITCH 12" IRRIGATION PIPE o w CONCRETE IRRIGATION DITCH 8" SEWER MAIN 12" GRAVITY IRRIGATION PIPE PROJECT BOUNDARY —TO 8" WATER MAIN ZONE A PER COMMUNITY PANEL NUMBER C 16001CO139 H, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE REVISED EFECTIVE6/9/20 NAOMI FARMS LP NAOMI FARMS LP ZONE A AREA NO BASE FLOOD ELEVATIONS DETERMINED. N SO434346600 SO434346900 E1.)0 LEGEND 0 QUARTET SOUTH SUBDIVISION r a EXISTING FEATURES s s s SANITARY SEWER LINE Ps Ps PRESSURIZED SANITARY SEWER LINE MERIDIAN IDAH0 w w WATER LINE G G G GAS LINE EXISTING CONDITIONS c c c CABLE TV LINE op—op— OVERHEAD POWER LINE OT oT OVERHEAD TELEPHONE LINE Gi Gi GRAVITY IRRIGATION LINE NAL ENS Pi Pi PRESSURE IRRIGATION LINE —SD—SD— STORM DRAIN LINE Q STORM DRAIN MANHOLE SEWER MANHOLE O IRRIGATION BOX WATER VALVE 7/15/21 E N G I N E E R I N G IRRIGATION CONTROL VALVE WATER METER 0 OF 5725 NORTH DISCOVERY WAY BOISE,IDAH083713 C. PHONE(208)639-6939FIRE HYDRANT FIRE HYDRANT kmengllp.com CC-) POWER POLE Q) POWER POLE MAI ® POWER BOX POWER BOX DATE: 7/15/21 PROJECT: 21-027 v EP EP EDGE OF PAVEMENT ED ED EDGE OF DIRT SHEET NO. ppi0 N . a w>a I - - - - - - - - - 0 60 120 180 I Y , 0 Plan Scale: 1" = 60' I m BLOCK 1 I �tK I / 0�• O rn 3,587 SF QUARTET SOUTHEAST SUBDIVISION No. 1 / 0 I I oa W. SIERRA MADRE DR. COMMON LOT 24,047 SF RESIDENTIAL / (R-8) w N Q 120.00' N �, 15.93' 0 o Lu RESIDENTIAL 0 6' 5,477 SF I z (R-8) rn �� R5 o 120.00' I I I � \ 0 �p�1h 5,280 SF 24.36' 0 120.00'O o 14.38' � 16 - ' ' - - - W. MACHADO DR. 5,280 SF- - - _ - - / 44.00' 44.00' 50.00' 120.00' I I I �2 BLOCK 2 0 Ln I 5,280 SF A2 I a o 0 0 Ln 30.00' 0 0 0 �"i = 120.00' 41.4g O9 N 10 N 11 N 12 < 0 0 50.02' 40.00' �p - 40.00' 42.67' 50.12' 8 z 5,280 SF 275.34' 46$$ 8,777 SF 5,282 SF 5,280 SF 5,991 SF m o 18 0 r_3 I I I �• 14.14' 14.14' 7.33' I I 30.00' 0 0 5,726 SF w w �, �7 120.00' ff) o. i y 0 0 o I 0 0 0 0 0 6 0 5,726 SF 50, 32.64' 44.00' 43.50' 0 19 0 co O O 39• 113.50' 4 O I v o ui 81' 1 O N O N O N 5O ZA 6,191 SF 6� o I 5,280 SF 0 44 45 46 O 5,950 SF 6,000 SF 6,011 SF 6,435 SF - 1 1 38' 10.21' BLOCK 5 6,660 SF � 6,362 SF 2,397 SF 2,285 SF 120.00' 114283SF 7.33 61.6g 5,so SF PRELIMINARY PLAT NOTES LO COMMON LOT 50.00' 42.67' 50.08' 60.37' / 50.24' � / 'p.65' 120.14' 120.00' COMMON LOT 50.26' 25.93' o gECKY DR' 10.21' 0 0 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS 26.20' - - N1- COMMON LOT 0 21 O LISTED IN UDC TABLES 1 1-2A-6 AND 1 1-2B-3 FOR THE R-8 AND R-15 ZONING QUENZER FARMS LP 50433417200 1� 6 - O 0 `� 5,280 SF DISTRICTS RESPECTIVELY. W• BECKY DR. -0 7 CO 180.20 17,330 SF 120.00' 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH THE FINAL PLAT. COMMON LOT 24.47' 23.31' 4p47 11.72' 0 O o 40.18' I 22 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED 1 1.55' 30.76' 40.00' 36.03' 40.03' 40.00' 40.00' 40.00' 40.00' 40.00, 40.00' 40.00' 47.50' 5,280 SF SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. I 29.99' '� �" �" �" � �" �� � � / 18 873.�2,544 SF� Q � 3.97' 120.00' 4. IRRIGATION WATER IS SUPPLIED FROM NAMPA MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE v W W W w p�1 1 1 1.34' ,n I 00 00 00 in 0 } 0 o WITH IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE COMMON LOT 1� ' p 0 w N r7 ao 0 0 0 0 0 0 0 0 o Q 23 0 _ o O 't PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. 148.67' / 27 o O o 0 cO o 0 0 Sri 0 O O O o 0 0 3 0 2 0 0 "i 1 2 3 4 O O 0 0 0 0 0 0 0 N 5,280 SF I I o 3,384 SF 4,452 SF w rn O O O O O O 10 - 11 - 12 - 13 - 14 - 15 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, 0 5,064 SF 4,409 SF 4,413 SF 4,437 SF 4,541 SF 4,739 SF I 0 42 d 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 5,225 SF Q I 120.00' WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION `O 6,822 SF / 91.04' 1 1 1.25' Z < 0 0 THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED v2v 0 0 0 60' m 0 24 0 CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS 26 0 0 O 0 z 5,280 SF BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A 127.00' d 4,072 SF � 4,448 SF NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION 47.22' 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' SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT o41 0 109.89' 1 1 1.15' 20.00' 35 87' 120.00' OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION I o o N 35.87' 0 0 THEREOF. `� 6,120 SF `n I N � � 25 3.22' 25 0 0 015.81' N 47.22' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 124.50' 20.00' 110111 4,538 SF 4,447 SF COMMON LOT 2,135 SF 17 87.00' I 51280 SF 6. DIRECT LOT ACCESS TO N. BLACK CAT RD., W. USTICK RD., W. MACHADO DR., W. 120.01' 7.16' COMMON LOT 20 00' ASPENSTONE ST., N. MORNING STAR WAY, N. SUNNY SIDE WAY, AND W. HEERSINK DR. IS 1.78' 1 15.00' 1 1 1.65' 108.83' 120.00' PROHIBITED. 0 04 } 0 0 0 R180' 43 113.83' I 40 N Q 0 24 0 0 5 0 r- i^ 4 �n u, 8.1 1' 8.1 1' - 0 0 C14 0 O 0 0 O 01 3,952 SF �`� C° `n '? "' ? 0 26 O NAOMI FARMS LP 7. COMMON LOT 31, BLOCK 2; LOT 27, BLOCK 5; LOT 16, BLOCK 6; LOT 14, BLOCK 7; LOT 5,280 SF cr co rn ai rn rn 30' Y 4,600 SF 4,577 SF W 0 00 O O O o 35 18 L 5,280 SF 50434346900 18, BLOCK 8; LOT 15, BLOCK 9; AND LOT 8 BLOCK 10 ARE PRIVATE ALLEYS AND SUBJECT I �, 42 0 41 40 39 38 37 5,663 SF r6 5,920 SF TO A BLANKET UTILITY EASEMENT FOR THE CITY OF MERIDIAN FACILITIES, PRESSURE 120.00' 0 1 15.00' 1 17.10' 4,532 SF 4,389 SF 4,383 SF 4,437 SF 4,376 SF 4,372 SF 60' IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION 39 0 00 I o00 23 0 o O 0 1.41' ' 120.00' HAVE THE PERPETUAL RIGHT OF INGRESS AND EGRESS OVER SAID LOTS AND SAID 48' 0 z 0 0 7 0 0 110.00' 115.00' 0 0 PERPETUAL EASEMENT SHALL RUN WITH THE LAND. MAINTENANCE FOR SAID LOTS WILL BE 5,280 SF I 4,600 SF 4,684 SF COMMON LOT 7 85' 1 1.95' 2.12' 0 34 0 0 19 0 27 PROVIDED FOR IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. 60' o. 0 0 0 5,280 SF THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED I I 120.00' 1 15.00' 1 17.10' �` 82' r28.06', 40.00' 38.23, 40.00' 40.00' 4,400 SF 4,600 SF 3� AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS o 0 0 �" 27.40' i^ 120.00' CONSENT OF THE CITY OF MERIDIAN. THE PRIVATE ALLEYS SHALL MEET THE MERIDIAN CITY 4.55' BLOCK 6 1 10.00' 1 15.00' 0 0 38 °No ' 22 0 15 0 O o 0 0 o rn ao o CODE 1 1-3F. I O 8.83'4,600 SF 4,684 SF 13.67' W. DUGAN DR. O o 0 0 5,281 SF 9,557 SF - 0- 36 0 33 0 0 20 19.04' oN I N 28 BLOCK 2 I 15.83' I 0 � � 15.83' 5,281 SF 8. COMMON LOT 58, BLOCK 2 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE 1 14.93' 1 17.10' O6 �j 12,085 SF 4,400 SF 4,598 SF TO PROVIDE ACCESS FOR LOTS 54, 55, 56, 57 OF BLOCK 2. COMMON LOT 17, BLOCK 5 IS 120.21' 0 o 0 00 21 0 0 BLOCK 9 O o 3,108 SF �c9- 1 10.00' 1 14.66' SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 120.21 I O 37 0 0 0 21.52' 0 0 0 " 14, 15, 16 OF BLOCK 5 RESPECTIVELY. SAID COMMON LOTS SHALL BE OWNED AND 4,564 SF t O 4,684 SF � p o 0 0 = 0 ~ 4 -- w 70.19' 32 21 0 29 0 MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOTS ARE ALSO Q 5,338 SF R570' COMMON LOT "� 0 0 o d u z ^ � �* d 4 SUBJECT TO BLANKET UTILITY EASEMENTS FOR CITY OF MERIDIAN FACILITIES, PRESSURE I I 1 12.79' I 1 17.10' 4,400 SF 4,538 SF 5,338 SF 't Y P O \ 16 IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. u l 122.99' 0 0 0 0 4i R570' N Q 0 wp 20 0 10 p S> 1 10.00' 19,461 SF 1 1 1.76' 122.99' m I o •P 4,419 SF 0 t �1<0 ��- 0 0 0 9. LOT 1, BLOCK 1; LOTS 1, 13, 31, 32, 39, 58, 68, BLOCK 2; LOT 1, BLOCK 3; LOTS 17, 36 4 O 4,684 SF 0 31 0 22 rt M 0 27, 28, 35, 43, 46, BLOCK 5; LOTS 7, 16, 17, 26, 27, 36, 43, BLOCK 6; LOTS 1, 13, Z I 5,533 SF w O o o d 30 0 o �'' 107.64' 1 17.10' R�3 4,400 SF � 4,362 SF `t d' 14, 15, 27, BLOCK 7; LOTS 1, 10, 18, 33, 42, BLOCK 8; LOTS 1, 6, 14, 15, 16, 27, a I PRIVATE ALLEY J o � o n `t 5,533 SF BLOCK 9; LOTS 1, 8, 9, 16, BLOCK 10 ARE COMMON LOTS AND SHALL BE OWNED AND 129.05' �,, g 05' 19 11 o RESIDENTIAL 4 58' 1 10.00' O 105.84' MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. (COMMON LOT) o N0 -1 0 COMMON LOT 4,152 SF �o Q `t R-8 I w 30 o Z o N ifl 129.05' w 4,510 SF ( ) o I 17.88' 94.03' 14.75' Q 4(9 F 0 0 00 23 18.48' `� 0 17.88' } 8.1 1' 35 1,468 SF 1 0 99.52' 0 0 1 10.16' 1.97' 4,067 SF 14.75' 94.03' w O w I I 107.21' 18 o a o 12 7.12' I BLOCK 10 1 10.00' p 97.39' 32 1,468 SF Q z o I I 0 0 0 3,824 SF 4,400 SF ,N7 } O Q o 29 0 } 0 24 o COMMON LOT 107.21' Q o 0 34 w 92 12' 1 10.00' � 65,401 SF � `r 4,400 SF w 3,752 SF `r u0 33 8.1 1' 0 > o I 'M> 4,477 SF o 0 0 0 N w � a o 0 o 0 o w i� Q o 4,477 SF � a 0 a I I 30' 115.14' R630' 0 17 0 0 13 0 0 r` N vn w R630' 110.00' 90.64' QUARTET SOUTH SUBDIVISION 0 _p 3,579 SF 4,400 SF 0 } 0 0 o ip 1 15.14' 30' QUENZER FARMS LP I o w z o MERIDIAN IDAHO o 33 I (D N COMMON LOT N Z 0 28 > 0 25 N o i 870 SIF ,10.00' � `n 5,500 SF 'n � 0 34 O PLAT LAYOUT O O O N p O 50433427800 i I w 27 � 4,695 SF N 16 1 14 3.50' Z I ,,,� a 4,392 SF � 4 6O F 0 g 4.90' 1,680 SF 2,142 SF Z 1 10.00' 85.70' M 16,292 SF 0 1 19.17' 24.54' 20.00' Z I 32 4,802 SF 0o COMMON LOT 70.36' 0 93.50' 25.92 25 92' 3.50' 27 2,142 SF 1,651 SF 2C 1 19.17' 20.00'2 20.00' co COMMON LOT 4.39' 0 35 0 16,292 SF �S AL c/ I 0 4,802 SF O O c�\ON f^r y COMMON LOT 20.00' o I W. CREASON ST. 93.50' 0 20.00' 68.97 25.03' 120.50' �pF \CENSF 20.00' c0 COMMON LOT Q MATCH LINE - SEE SHEET PP2 . 1 6860 g I W. CREASON ST. sp 7115121 �p Q E N G I N E E R I N G o I I q BOISE,IDAHO 83713 v �Co lF OF 5725 NORTH DISCOVERY WAY C. K PHONE kmeng8p63o9��6939 DATE: 7/15/21 a I I w w I I PROJECT: 21-027 SHEET NO. 0 N a w 0 60 120 180 32 Plan Scale: 1" = 60' I I I w I I I RESIDENTIAL MA - (R-8) NAO FARMS LP 50434346900 TCH LINE SEE SHEET PP2 .0 W. CREASON ST. 0 COMMON LOT W. CREASON ST. 0 0 120.50' 25.03' 20 OOMON LOT � COMMON LOT I 0 O 31 0 I 25.92' m ff) o I 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' COMMON LOT 20.00' 0 o "� 27 4,802 SF 50.2I6' 1,652 SF 42 68.99' 93.50' O 93.50' 20.00' co 20.00' 70.38' 24.53' 0 36 0 0 1 2,142 SF 25 92' 0 4,802 SF 0 16,292 SF 50.00' COMMON LOT d- 0 I 1 19.17' 85.71' 1 10.00' I 0 0 - 20•00 0 0 0 0 0 0 0 27 2,142 SF 1,680 SF 4.90' 1 19.17' po QUENZER FARMS LP I I o 30 `" 20.00' 0 3.50' O O 0 0 � � 30' o co 0 o O o 0 0 0 0 0 0 0 0 31 't �? O 41 O O O `� O O O O O O O O O O O O O f 4,695 SF C5 50433427800 I I 4,695 SF 4,393 SF 5,500 SF 0 4,000 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF I 1 10.00' 87.25' O ao 0 1 15.14' R630'�I `� `n 0 `o 60' 60' 0 26 0 00 O w R630' 16,292 SF 0n 0 � 90.67' z I 4,400 SF 1 15.14' 0 0v 29 4,477 SF o 1 10.00' I 3,580 SF p O N , 8.11' I i 0 0 0 15.05' 14.55' _ � 38 N 40 O i 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 1 10.00' 92.15' 00 8.1 1' > PRIVATE ALLEY 107.21' 14.75' o 0 20.00' 0 o o COMMON LOT 4,477 SF (COMMON LOT) PRIVATE ALLEY 3,753 SF O 4,400 SF 20.00' 0 25 o O O 3 0 (COMMON LOT) 28 18 27' PRIVATE ALLEY (COMMON LOT) O 5,391 SF 14.55' 6 0 0 O 6, 97.43' 1 10.00' 4,400 SF z � 3,826 SF CO 1 1,468 SF 39 _ o w o 0 Q 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' O 14.75' 0 o O 2 W 94.03' - - - - I 0 COMMON LOT N 39 0 J 0 O4 1 10.00' 99.56' ,n 17.88' a� N w o� w5.00' 0 24 0 O 0 07.84' w ' 0 N 4,069 SF 4,400 SF o o 0 0 N 129.05' F- 0 I 0 0 0 o o Q O M O O O O 00 O i9 o 105.88' 1 10.00' I o rn O o 0 0 0 00 4,400 SF } 4,154 SF co 129.05' �r o 0 0 ao 0 0 0 0 o rn � uw w - .P / BLOCK 5 26 0 38 0 o O 0 C7 16 rn 15 - 14 - 13 - 12 - 11 - 10 rn 9 00 p _j 40 0 I I I 5,533 SF 5 0 z 1,404 SF 3,999 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF 1 0 1 10.00' 0 Q o 107.68' W O o `r 4,364 SF 4,400 SF `� } 0 23 o ,L 0 O 0 I 5,533 SF I 1,397 SF z o o P o R570' 1.95' � It 4,400 SF < 4,420 SF .p 122.99' 111.79' 110.00' 5.25' - 0 0 0 0 - R50 N 122.99' 25 0 37 0o BLOCK 8 O3 89 34.81' 40.00' 40.00' 40.00' 40.00' 38.05' z 0 110.00' a 112.81' R570' 0 0 5,338 SF 4,539 SF O CO O o 0 U 4,400 SF ,� 26.12' 22 0 0 O 0 5,38 SF Y 18 \ COMMON LOT Q I 120.21' 19,482 SF 4,400 SF 6 0 23.96' 4,565 SF 114.67' 110.00' W. BEECHSTONE ST. COMMON Lor I z I w Co o 24 15.83' r- 18.83' 36 00 0o O7 0 ,i>' - - - coo- - 0 110.00' 114.93' 1 15.83'120.21' o 4,598 SF 4,400 SF 0 ��' 0 0 0 8.62' i� 0 5,281 SF 00 N 25.92' 0 21 0 14 0 O 42 4,400 SF 't O � 00 5,281 SF 1 15.00' 1 10.00' S166. 9,903 SF 4,600 SF M N 30' 120.00' o o 'o o 40.00' 40.00' 40.00' 40.00' 40.00' 31.00' 0 00 35 00 0o O8 0 110.00' Q 120.00' 23 4,600 SF 0 0 1 15.00' 4,400 SF 1.86' 0 0 0 0 0 0 5,280 SF I 0 20 0 0 BLOCK 7 O o N 43 4g' 1 15.00' 1 10.00' 10 w o 0 0 O o 0 4,400 SF 4,600 SF 5,280 SF 120.00' I 0 iv o 7,013 SF N 0 0 0 0 o O 0 1 15.00' Q w o 0 60 0 34 ��i O 0 11 12 13 14 15 16 17 0 1,0.00' 0 o Co 120.00' 22 0 `o 0 5,747 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 4,400 SF 5,167 SF 0 19 0 0 O9 o z 0 44 5 2800 SF 5,749 SF 4.70' 4.52' 5,499 SF o 0 0 4,400 SF 4,600 SF 1 14.6,' 109.64' 5,280 SF 23.1I1' COMMON LOT 39.40' COMMON LOT I 110.00' 1 15.00' 60' 120.00' 33 120.00' o 0 86.93' 2,505 SF O 1 13.47' 50.00' 40.00' 40.00' 40.00' 40.00' 40.00' 47.50' 0 18 0 0 10 0 0 0 O 21 O 45 PRELIMINARY PLAT NOTES } 39.35' 0 O o w5,280 SF I 20.00' 4,400 SF 4,600 SF 5,280 SF 120.00' U 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' 0 0 0 0 17 0 0 0 120.00' 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS 20 0 Co 0 0 0 11 0 o o LISTED IN UDC TABLES 1 1-2A-6 AND 1 1-2B-3 FOR THE R-8 AND R-15 ZONING 4,600 SF 46 DISTRICTS RESPECTIVELY. 5,280 SF z ir) 0 60' 4,400 SF 0 O O o 0 0 o 0 0 0 CD C)0 0 0 O O O O O O O 0 0 0 0 0 1 10.00' 1 15.00' I 5,280 SF 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH rn O O o O O O O o O o O o O O 0 O o O o O o ") THE FINAL PLAT. I I 120.00' I 32 31 30 _ 29 28 27 26 25 24 20 � 19 a' in �n v, �n 120.00' 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 ,ri 16 ,ri 12 ,ri 0 0 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED 0 5,280 SF 3.84' `o 6,066 SF Lo Lo 6,342 SF `) 47 SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. I I 31.37' 25 92' 1 10.00' 1 15.00' � 5,280 SF � 4. IRRIGATION WATER IS SUPPLIED FROM NAMPA MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE 120.09 I 25.92' 15 2,142 SF 2,242 SF 25.92' WITH IDAHO CODE SECTION 31-3805 1 b . A SECONDARY IRRIGATION SOURCE SHALL BE 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' 13 3.50' 120.00' PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. o O i 0 BIRCHSTONE I 0 2,.00, 18 N 1 0 O o ,� �. �\ 93.50' 20.00' 20.00' 98.50' 48 CREEK I 6,35z SF ego - W. TRILBY ST. COMMON LOT 20.00' COMMON LOT 5,280 SF 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, SUBDIVISION I 75.83' - - -0 - _ WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION COMMON LOT- cn - - - THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED 44.00' 17 �°°° SHARED DRIVEWAY W. TRILBY ST. 120.00' CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS _ 2,678 SF 24.38' 0 49 0 BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A 25.93' NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION 36p 5,280 SF SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT I I 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' I OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION 16.78' 2.81' 120.00' THEREOF. I I 43 BLOCK 5 25.92' 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 o I a 50 NAOMI FARMS LP 6. DIRECT LOT ACCESS TO N. BLACK CAT RD., W. USTICK RD., W. MACHADO DR., W. 0 0 c0 0 0 0 0 0 0 0 0 O O O 0 -8 1'- o 0 0 0 0 cn 5,280 SF 50434346600 ASPENSTONE ST., N. MORNING STAR WAY, N. SUNNY SIDE WAY, AND W. HEERSINK DR. IS - - I O O O 13 cr 12 c� 11 c� 10 9 c� 8 7 6 CA 5 0 4 O 3 O 2 N o o O O O O O o o = PROHIBITED. 16 15 14 O O O O O O O OO O N O N O C, O N o oN 67 oN 66 0 65 64 Q 120.00'6,160 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_ r2 } < 0 7. COMMON LOT 31, BLOCK 2; LOT 27, BLOCK 5; LOT 16, BLOCK 6; LOT 14, BLOCK 7; LOT Lo �5,280 SF 5,280 SF 5,280 SF 5,942 SF o 10 RESIDENTIAL 0 Q Co I 0 51 O 18, BLOCK 8; LOT 15, BLOCK 9; AND LOT 8 BLOCK 10 ARE PRIVATE ALLEYS AND SUBJECT z TO A BLANKET UTILITY EASEMENT FOR THE CITY OF MERIDIAN FACILITIES, PRESSURE a0 (R-8) 17 72° 0 1 5,280 SF IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION 44.00' } I COMMON LOT 60 120.00' PERPETUALERPETUAL RIGHT OF EASEMENT SHALL RUNNGRESS AND EGRESS WIITH THE LAND. MAINOVER TENANCEDFORTSAID DLO LOTS BE 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' z 44.00' 44.00' 44.00' 50.00' 5.I11' 0 0 PROVIDED FOR IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. 5.84' p 68 9° 740.16' COMMON LOT 5 O 52 THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED 01 N 27,966 SF 0 BLOCK 2 24.36' I 5,280 SF AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS z 0 CONSENT OF THE CITY OF MERIDIAN. THE PRIVATE ALLEYS SHALL MEET THE MERIDIAN CITY I � W. ASPENSTONE ST. 0� 120.00' CODE 1 1-3F. -� 52.5' 7,361 SF 0 0 0 53 O 8. COMMON LOT 58, BLOCK 2 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE m-7"RESIDENTIAL ZONE 0 142.96' 5,280 SF TO PROVIDE ACCESS FOR LOTS 54, 55, 56, 57 OF BLOCK 2. COMMON LOT 17, BLOCK 5 IS - - - I BOUNDARY MATCH LINE - SEE SHEET P P 2 . 2 O 62 SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 120.00' 14, 15, 16 OF BLOCK 5 RESPECTIVELY. SAID COMMON LOTS SHALL BE OWNED AND 5,969 SF R54.33' 9.23' o MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOTS ARE ALSO 54 0 SUBJECT TO BLANKET UTILITY EASEMENTS FOR CITY OF MERIDIAN FACILITIES, PRESSURE 134.94' �, 60.12' � IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. COMMON LOT- I M 5,280 SF r i cP' SHARED DRIVEWAY 9. LOT 1, BLOCK 1; LOTS 1, 13, 31, 32, 39, 58, 68, BLOCK 2; LOT 1, BLOCK 3; LOTS 17, 2 120.00' 27, 28, 35, 43, 46, BLOCK 5; LOTS 7, 16, 17, 26, 27, 36, 43, BLOCK 6; LOTS 1, 13, o o 14, 15, 27, BLOCK 7; LOTS 1, 10, 18, 33, 42, BLOCK 8; LOTS 1, 6, 14, 15, 16, 27, 0 I I I 61 9 45.35' I 55 4 BLOCK 9; LOTS 1, 8, 9, 16, BLOCK 10 ARE COMMON LOTS AND SHALL BE OWNED AND a I 't MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. I E - - I I I 8Q/9 9,403 SF ����� i 58 5,280 SF o aI N 13,961 SF 1- 120.00' w 0 0 W I I�, 1 � 56 I 6000 5,177 SF I I 5,280 SF 9� 6Q 8,568 SF - - I I �s� 10 1257� QUARTET SOUTH SUBDIVISION 4/4/` ( 5,280 SF N 41.20' 44.00' I _ 120.00' MERIDIAN, IDAHO 21.75' PLAT LAYOUT g I RESIDENTIAL 9-5 4. z Y (R-15) ZSc pNAL £ G \C E N j RESIDENTIAL ZONE a I I BOUNDARY 21 6860 �2' ��. o. sp7115121 �o Q ENGINEERING N 9 v OF ��P �� 5725 NORTH DISCOVERY WAY DNS BOISE,IDAHO 83713 C. K PHONE(208)639-6939 \ kmengllp.com DATE: 7/15/21 PROJECT: 21-027 _ - SHEET NO. 0 N a 0 60 120 180 Plan Scale: 1" = 60' I I \ I I W. TRILBY ST. W. TRILBY ST. - - I I I I I I I I I RESIDENTIAL I I (R-8) Q i t Co w W. ASPENSTONE ST. MATCH LINE - SEE SHEET PP2 . 1 z 303.99' 329.98' I � 81.00' �. I i 18.65' o NAOMI FARMS LP SO434346600 I I I I � I Gti I QI I xI Q I PRELIMINARY PLAT NOTES BIRCHSTONE Co � �. �0_ CREEK SUBDIVISION z I �Q ���5\��O 60•gg 10.00' 1 LISTED FUTURE EIN UDC DEVELOPMENT ABLES 1 SHALL LL BE CONSISTENT AN 1 2BWITH THE FOR THE MINIMUM 8ADI DIMENSIONAL ZONINGSTANDARDS RESIDENTIAL VIQ J.1 DISTRICTS RESPECTIVELY. _ I (R-15) 55 g4' I I I 25 78' ISfO$ 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH BLOCK 4 �$ THE FINAL PLAT. 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED 615,196 SF �� ry SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 4. IRRIGATION WATER IS SUPPLIED FROM NAMPA MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION I 0 RESIDENTIAL PROVIDED D MEET THE CITY 0 8MERID A IRRIGATION SOURCE SHALL BE N REQUIREMENTS. (R-15) I I 2 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, g9. \ BLOCK 3 WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED I i R3 2 CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS 50 O BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A o 0 27,512 SF NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION N SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT N w OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION I A N THEREOF. N I C� 6. DIRECT LOT ACCESS TO N. BLACK CAT RD., W. USTICK RD., W. MACHADO DR., W. I I ASPENSTONE ST., N. MORNING STAR WAY, N. SUNNY SIDE WAY, AND W. HEERSINK DR. IS PROHIBITED. o 7. COMMON LOT 31, BLOCK 2; LOT 27, BLOCK 5; LOT 16, BLOCK 6; LOT 14, BLOCK 7; LOT rn 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 Q I 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 / I I 3: PERPETUAL EASEMENT SHALL RUN WITH THE LAND. MAINTENANCE FOR SAID LOTS WILL BE / I I p PROVIDED FOR IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. v� THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE ALLEYS CANNOT BE MODIFIED z AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS // I 00 N z CONSENT OF THE CITY OF MERIDIAN. THE PRIVATE ALLEYS SHALL MEET THE MERIDIAN CITY N n N CODE 1 1-3F. / ILn z I 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 u� 63' 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 21.26 V OMMON LOT 25.00' MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOTS ARE ALSO 1054.10' ��� ,487 SF SUBJECT TO BLANKET UTILITY EASEMENTS FOR CITY OF MERIDIAN FACILITIES, PRESSURE G IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 78.64' 9. LOT 1, BLOCK 1; LOTS 1, 13, 31, 32, 39, 58, 68, BLOCK 2; LOT 1, BLOCK 3; LOTS 17, N - °°- - - - - - - - - - -� - - - - - - - - - - - - _ _ _ _ _ _ _ _ 27, 28, 35, 43, 46, BLOCK 5; LOTS 7, 16, 17, 26, 27, 36, 43, BLOCK 6; LOTS 1, 13, Z - W. USTICK RD. - - - - 14, 15, 27, BLOCK 7; LOTS 1, 10, 18, 33, 42, BLOCK 8; LOTS 1, 6, 14, 15, 16, 27, 0 BLOCK 9; LOTS 1, 8, 9, 16, BLOCK 10 ARE COMMON LOTS AND SHALL BE OWNED AND a MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. E 0 0 a _ 0 I I - - - - QUARTET SOUTH SUBDIVISION \ SUBDIVISION STATENPARK MERIDIAN, IDAHO KLAMATH BASIN \ I I I I I I I SUBDIVISION I I I I I PLAT LAYOUT a Y Z \ ss\DNA £Nc \'\c E NSFJim 860 s�g7/15/21 �ov ENGINEERING 0 OF !`� 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 a C K PHONE(208)639-6939 kmengllp.com DATE: 7/15/21 PROJECT: 21-027 SHEET NO. 0 N a N o a s +0p 2 „wtj c� � . ro m G"S A W � � � � U7 �8"w OA 8 0 60 120 180 CID CID S\� Plan Scale: 1" = 60' w o � 4 PI 4 PI 4"PI 4 1 4 PI 4 PI 4 4 \Q x00 w "P1 REFER TO QUARTET s N 4"PI 4"PI 4 SOUTHEAST SUBDIVISION aQ 4 No. 1 PLANS FOR SEWER w -PI, Uv, 4 P 5 IMPROVEMENTSCII lb N C m SSMH #B-4 �'9 SSMH #B-5 w O aZ \o QUARTET SOUTHEAST RIM:2540.30 `Sx� 2G, C, RIM:2540.58 W A•. 'b DEPTH:18.9' O DEPTH:18.9' 00 a SUBDIVISION No. 1 INV IN:2521.52 8" (SE) �'P INV IN:2521.81 8" (SE) w 4 / \ $ e INV OUT:2521.42 8" (NW) INV IN:2521.81 8" (SW) tiV INV OUT:2521.71 8" (NW) '0 11445.1' of 8" PVC ® 0.42% s o 51.5' of 8" PVC ® 0.41% m W 0 W d N N NLn N N R Q\ .. w „W 8„ 8»W 8 W 8"W 8"W 8"W 8 W ' g n 8,W »8 . . W �o o W. SIERRA MADRE DR. `� ��,5 0 • p N 8"S 8" �8"S 8"S 8"S 8"S 0 8„ 8»S 8"S 8„S 8»S O' �x 07 r � I m Woo W a N \ SSMH #B-6 / 1J A SSCO #B-5A wo o RIM:2540.54 13 i RIM:2540.75 DEPTH-18.O' '� DEPTH:20.7' < 0 RESIDENTIAL N INV IN:2522.62 8" (S) o w 3 1° INV OUT:2522.52 8" (NE)� s �,�tij• 5 INV OUT:2522.02 8 NW I � (R-8) 0 o Q / ,r �O w \ Rs (n � N � A, 0 1°e � Rq.B 83 14 r w W RESIDENTIAL 1ti O OpFL m w 0 a � t0 Pt/ 12 I0 N o o y to PI / 15 v a w v 4"PI 4 PI 4 PI 10 PI 10 PI 0 PI 10"PI 14 PI 10 PI 10 PI 10 I ; �2 / O mm 00 TOP W W O O SEWER ALIGNMENT"B" o+o o '12W REFER SHEET PP3.3 FOR THE b� Ip 7oW : 12"W 12"W 12"W 12"W 12"W 12"W 12'V ' 12"W i "' 12" 12"W 12"W 12"W-12W SANITARY SEWER PROFILE 16 I� _a w mm Nw N / -PI N o a of _ N 1 f I © I PI ~la o PRESSURE IRRIGATION W. MACHADO DR. a_ - m 0 3 PUMP STATION TO BE 12 so 00 17 00 o N CONSTRUCTED WITH BLOCK 2 W� �a QUARTET NORTHEAST 3 o z of w SUBDIVISION No. 1 O9 10 11 12 0 0 a + a " I -�-��s 16 P 10 _ O O C c`ro 0) C 18 C) _ Pi N O IRRIGATION POND TO BE ` 24 GI 247131 24"GI, _ 24"GI "GI CONSTRUCTED WITH G G p O0 QUARTET NORTHEAST �--�� � �- W W O7 SSMH #C-1 °D SSMH #B-7 SUBDIVISION No. 1 i- - O6 RIM:2541.37 �I I � ' ci / , - - - - ��v DEPTH: 77 I40 o _ � �- - � � - �� 5 19 DEPTH: w W w W W \ _ 81' 4 INV IN:2524.80 8" W o I � O O O O3 # ( ) INV IN:2523.78 8" (S) W N ~ w W� W W W W w W W W W W W W \v\ \ a 44 45 46 1 SSMH C-2 INV OUT:2524.70 8" (E) 8"W INV IN:2523.78 8" (W) o RIM:2541.34 8"W W SSMH #C-3 INV OUT:2523.68 8" (N) DEPTH:15.7' � 151.7' of 8" PVC � 0.61% o a W W W RIM:2540.49 Cn 8"S "S o to 00 I DEPTH:13.0' INV IN:2525.79 8" (W) (A 20 I r W 43 INV OUT:2525.69 8" (E) it 0.40% g'S 2+00 00 0 m �� INV IN:2527.60 8" (W) �C N wl ) I INV OUT:2527.50 8" (E) o ECK� DR' of"g" P 3�o �oI ° � � � � � � � � � � � � � � � W B ' 8"S �W REFS SHEETEWER IP33 FOR�HE �� o � - to W s $ - RYSEWERPROFILE QUENZER FARMS LP \ , Q� W. BECKY DR. 8 426 PVC % g S • .. S..W ,.W .,W �•S ��p0 •� AN � °° 21 S ITA bo 8 W 0.40 O ' SO433417200 `^ � o \ W /j% W 8"W ;3 of 8" 8.%� 3_ .. 5+00 7 o� �° � SSMH #C-4�� /k1% 8"S 8"S 6+00 ~� a RIM:2540.34�W ` vG V. 9+00� 8+00 7+00 f { N a Q - , w W w DEPTH: Q 2 22 W INV IN:2528.18 8" (SW) 2 of 8 8'S } 00 o = o o c 24"GI I INV OUT:2528.08 8" (E) 1�8 Q SEWER ALIGNMENT"C"- o + Q of N ~~ w oo REFER SHEETPP3.3FORTHE N� m'. PRELIMINARY ENGINEERING NOTES w SANITARY SEWER PROFILE in oo Z: BLOCK 2 pl 1 w o N 23 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS WILL Ia o II W 27 w O N BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAINS � 0o f: ® 2 E C7 E O O O O O O O8 O9 10 11 12 13 14 15 IN N. BLACK CAT RD. AND W. USTICK RD., AND THE PROPOSED 12" WATER MAIN IN W. oI 3 ~~ 42 Q z SSMH #D-1 O O O O D D MACHADO DR. N y s� RIM:2542.06 II q� io RSA A A r SEWER ALIGNMENT"B"- 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL Io w � k 8S' 26 O 60' - DEPTH:12. - 24 BE SERVED BY THE 8" SEWER MAIN STUB THAT WILL BE CONSTRUCTED WITH QUARTET 3 REFER SHEET PP3.3 FOR THE cr r p 0 00 INV IN:2530.03 8" (S) Q SANITARY SEWER PROFILE 60 SOUTHEAST SUBDIVISION NO. 1, LOCATED IN W. DURANGO DR. A O q� INV IN:2530.03 8" (W) o 41 '` •INV OUT:2529.93 8" (E) • + 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE oI 3 ci 02 o 335.7' of 8" PVC C�? 0.40% (PRIVATE) s - SSMH #C-5 %. 61.§ ALLEY( ATE) " 9.0' of 8" PVC ® 1.73%., . s N DETERMINED WITH THE FINAL PLAT DESIGN PHASE. . ALL IV 29 RIM:2541.21 } 25 O4 x 8"� "_-I IS f : 8'S 8"$ •t , 25 Q I # PI PI PI PI PI P1 PI SSMH B-8 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH DEPTH:12.6' 'w r SSMH D-2 PROPOSED I INV IN:2528.72 8" (S) ~' RIM:2541.31 Q : . 17 : o # THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. Q , 0 RIM:2542.25 RUTLEDGE of w _INV OUT:2528.62 8" (NE) U 00 > DEPTH:9.9' 00 DEPTH:17.6' DRAIN 12 N o O 5. ALL ALLEYS LOCATED WITHIN COMMON LOT 31, BLOCK 2; LOT 27, BLOCK 5; LOT 16, BLOCK � a 1� INV IN:2531.48 8" (S) o INV IN:2524.76 8" (S) m INV OUT:2531.38 8' E INV IN:2524.76 8" (W) O NAOMI FARMS LP 6; LOT 14, BLOCK 7; LOT 18, BLOCK 8; LOT 15, BLOCK 9; AND LOT 8 BLOCK 10 ARE 40 m 24 O O 35 1 ® 26 $0434346900 PRIVATE ALLEYS. ALL ALLEYS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE 132.8' of 8 PVC C�? 0.41% z J O INV OUT:2524.66 8 (N) HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT o J, 43 42 41 40 39 38 37 N � of a, + " Q �16�5 a, 00 o LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY t1oSTREET SECTIONS, SHEET PP3.5. �+ 39 23 O7 _ a 48' D D N 34 '�` a f .f '�` 19 0 - 27 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE COLLECTED AND ROUTED TO STORM 00 °' O SSMH #B 9 FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE 00 BLOCK 9 "�' E O `n RIM:2542.82 AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE Lwd38 22 15 a $ a ® 00 DEPTH:17.4' FINAL PLAT DESIGN PHASE. A SSMH #C-6 0' O O oo > INV IN:2525.52 8" (S) "W 8' o_ 7. THE GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE PRELIMINARY AND SHALL BE °D RIM:2541.79 36 33 INV OUT:2525.42 8" (N) ci o W. DUGAN DR. o g•. 20 DETERMINED WITH THE FINAL PLAT PHASE DESIGN. a - DEPTH:12.5' 6 ca aoFL INV IN:2529.36 8" (S) R553.5' f' , `O O 0 CL 8. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE QUARTET ''' 0 INV OUT:2529.26 8" (N) 21 O � � BLOCK 6 NORTHEAST SUBDIVISION No. 1 PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE orI a 1 N IRRIGAITON SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT I- SEWER ALIGNMENT"C"- _ �n Q 37 o E r 32 16 21 �o 0 29 DESIGN PHASE. pp U REFER SHEET PP3.3 FOR THE a f a Y t N SANITARY SEWER PROFILE R553.5' o0 N U ;o h r• ', N 9. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE WI w Q A 20 10 A ^�; � STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE z oI 00 °D 36 N ��3 �^ . ' O IRRIGATION. a Z $ Q 22 30 �' 0 10. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN PHASE. w w b� o 19 t f RESIDENTIAL a \t co 0 '• r '` 11 SSMH #D-3 SSMH #E-1 o 00 11. REFER TO SHEETS PP3.3 AND PP3.4 FOR SANITARY SEWER PROFILES. a H 01 °� H r�f• ` ' 'a: N f ,. } RIM:2542.44 (R-8) RIM:2543.07 30 : J 23 ® 3 , (0. '•` 27 0 Q DEPTH:9.9' DEPTH: Q, ;� ,, +• 35 w o INV IN:2532.59 8" (S) INV IN:2532.77 8" (S) > 31 12. REFER TO SHEET PP3.5 FOR STREET SECTIONS. oINV OUT:2532.49 8" (N) INV OUT:2532.67 8" (N) } + 32 13. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL o ' = o O PLAT DESIGN PHASE. 0 0l 34 0 i385.4' of 8" PVC ® 0.40% � Lu 00 24 o R6 B B B :Q'. B � . . ; E z E 261.1' of 8" PVC ® 0.40% Q SEWER ALIGNMENT"B" o .row I 13 5 33 . o a we1*1 'n REFER SHEET PP3.3 FOR THE 00 r � . >,• R613.5 17 13 QUARTET SOUTH SUBDIVISION H SSMH C-7 - Z=. SANITARY SEWER PROFILE N a QUENZER FARMS LP of I ci 33 RIM:2542.89 .{ .Y. E CID Zi 28 y • 25 30' MERIDIAN, I DA H O 50433427800 _ J : DEPTH:12.5' w• PRELIMINARY ENGINEERING l •• O O� 1 v z w Q INV IN:2530.51 8" (S) "' z Q z r a INV OUT:2530.41 8" (N) Ln + WI 30' 32 �' o r 0D 27 w 26 D oo D a; °o co is + �SS�pN AL £NG, ,r . Lu cn f �.CENS£D /y �' Q (; W. CREASON ST. o 0 CL MATCH LINE SEE SHEET PP3 . 1 W Y W. CREASON ST. 6860 rll w ..' w m rn - s SSMH #B-10 '` J� 7115121 0 E N G I N E E R I N G ,• O0 � RIM:2544.15 `''f• -y 9T �Q. v N w DEPTH:17.5' Cry F OF !`� 5725 NORTH DISCOVERY WAY 00 • N , Q •.,• BOI E IDAH 8371 r F � S 0 3 oo o a PI I INV IN:2526.75 8 (S) z I + ` � `f INV OUT:2526.65 8" (N) C K PHONE(208)639 6939 ;0 N Jt kmengllp.com + T o coo DATE: 7/15/21 T O , i ID a I o .( 1 `. •. v� I I PROJECT: 21-027 SHEET NO. 0 PP3.0 N a WI .! '•` .•.� ., I W1 +r ` W w W w w ' W w W W w W w w ' W w W w w W W w f vJ , 01 f7• . W f t + CD Cal OIt', • w w w m w w f' N •r 0 60 120 180 .✓ W w w w zo •` co wl ME- co _ Plan Scale: 1" 60' / Gj CIDf ,. RI� i� _' �{ r ° PI I RESIDENTIALy f, NAOMI FARMS LP (R-8) ;4f SO434346900 J J W J J ,f• MATCH LINE - SEE SHEET PP3 .0 i f' f u ,. - O wl ' II� 00 W. CREASON ST. . •: � �I� �, ��� �� ,. N .• w < FL 0 o o ; 30' W. CREASON ST. a rn "' 1 y 36 :w ILI r ro f 27 w >, QUENZER FARMS LP r Apo w SO433427800 I R613.5' 41 ', O2 O2 O O4 O5 O6 O7 ,CIOf• N 37 ;w a 'a SEWER ALIGNMENT C - \ 60' �o + . T o REFER SHEET PP3.3 FOR THE • ', 60' 26 f' 2O 0 B Q B r SANITARY SEWER PROFILE ; } SSMH #E-2 0 a 29 RIM:2544.13 SEWER ALIGNMENT"B"- 5' o I o• Q REFER SHEET PP3.3 FOR THE R613• r B Tpf B RrL$ 3 40 O �� .l f DEPTH:10.3' SANITARY SEWER PROFILE rn 38 1, 30' W W W INV IN:2533.92 8 (S) 25 `' ,` , ;247.3 of 8" PVC ® 0.60%. ,: INV IN:2533.92 8" (W)27 28 °� 0 88 ',. f p �!' g„�. _ ® ' LL, ���s $'`S : INV OUT:2533.82 8" (N) o � t 39 + � , 31 - - - - - o 'I fr 'o• ` • .: > I 39 A A O E E SSMH #F-1 f E N 0D '� <W �,. ; 1 Io oR = ' a y o ,. z ro RIM:2544.07 E r .', :n Tp F 00-ia DEPTH:8.7' 24 O4 `o f • A , + sn INV OUT:2535.41 8" (E) - �`0 o r SSMH #D-4 � � w ao Cal 00 ' �., o I 26 rc„N 38 O5 RIM:2542.49 16 15 rp 14 I 13 12 11 10 9 00 0 O 10 r o l� O DEPTH:8.4' F I A , ' A � 0 40 - N �� r ` .` INV IN:2534.24 8" (SE) 61.1' of 8" PVC ® 0.41% SSMH #D-6 23 ,1 t O �' RIM:2544.38 N BLOCK 8 IN OUT:2534.14 8" (N) i� \ o, DEPTH:8.5' ; 00 SSMH #B-11 c0 INV OUT:2535.86 8" W RIM:2545.04 ~ O �' 41 � w i 25 SSMH #C-8 � R553.5 37 18:a 6 � ( ) E •• DEPTH:17.2' O o u $ RIM:2542.03 \ O < , V) f , R553.5' Y DEPTH:10.4' co 22 6 INV IN:2527.89 8" (S) INV IN.2531.74 8" (S) oo� y ., ' w s"w \8' g W "yy INV OUT:2527.79 8" (N) m INV OUT.2531.64 8" (N) O w O W W. BEECHSTONE ST. z �co 36 7 8"S g'1s �.,s BLOCK 7 0 au I o I 24 D D ] r w 211.0' of 8" PVC_ ® 0.60% 21 14 O rn: >_ 42 30' °F 'W:a w SSMH #D-5 E , Q N �. 35 � �8 s _ RIM:2542.70 i o I 23 \°q�o °q Q DEPTH:8.2' � ao w V) = ro «60 F T° 10 INV IN:2534.59 8" (E) \ 20 Q O$ ao 43 ` 48' ci °F O INV OUT:2534.49 8" (NW) Tp } 358.4' of 8" PVC @ 0.60%> , C° 11 F z o 34 °q r g 12 13 14 15 16 17 _ z 0 pq OF O to LI J 00 - - I I °' ao l 22 + �°F fIL O f z 3 19 J' O o r f °' �® �o E E Q: 0 44 r \ co D b\ 0 D O H till I IH v 1 ro pq w w i o o + � rnQ 33 F oar.• CD w d w w :ALLEY(PRIVATE) .: . f.. • q Li r o r r o O .6 0. '.°�, '• f. {• .,' •,j' }• d; •f, •f •� ,•,,• ••`•• `• r t •rj V) m F O pp 20 `�' z �oq �p Q •', 11 0 I PROPOSED w a O q 60'' RUTLEDGE r } _u 0 T°O F SSMH #E-3 x SEWER ALIGNMENT"B"- � 46 �, + \ RIM:2544.38 DRAIN I SSMH C-9 o To ; REFER SHEET PP3.3 FOR THE o 0 N DEPTH:8.3' SANITARY SEWER PROFILE M + RIM:2543.72 32 31 30 29 rp 28 27 26 25 24 23 22 21 20 19 INV OUT:2536.08 8" (N)LI I 'I ci 19 DEPTH:10.9' O w ao INV IN:2532.88 8" (SE) 59.1' of 8" PVC ® 0.41% SEWER ALIGNMENT"C" 16 �, 12 ° 60' 47 r INV OUT:2532.78 8" (N) REFER SHEET PP3.3 FOR THE i' SANITARY SEWER PROFILE 104.2' of 8" PVC 0.60% I F 15 co D 13 w ; BLOCK 2 IL BIRCHSTONEI w o 18 f f '' CREEK o o O �is A °° 8"w 8"W s"w s"w s"w s"w PRELIMINARY ENGINEERING NOTES SUBDIVISION } 00 22+00 23+00 0 24+00 W, TRILBY ST. 25+00 26+00 8 8 W 8'W 8"W f 8"s 8'S s"S `° s S W.TRILBY ST. 183.5' of 8" PVC @ 0.40% I •1- s"s 8"S 0 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS WILL 400.0' of 8" PVC @ 0.40% - �� I 8"S 8"S + a p q N BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAINS r I f, ` p SSMH - - , M f 49 IN N. BLACK CAT RD. AND W. USTICK RD., AND THE PROPOSED 12 WATER MAIN IN W. SSMH #C-10 D F MACHADO DR. SSMH #C-11 RIM:2546.11 D SSMH #B-12 I RIM:2543.96 SSMH C-12 RIM:2545.74 I DEPTH:10.8' RIM:2543.46 # DEPTH: 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL DEPTH:8.6' RIM:PTH:8. 5 INV OUT:2529.95 8" (E) Tp DEPTH:16.6' I t INV IN:2533.22 8" (E) Tp DEPTH:8.2' \ `" INV IN:2529.21 8" (S) BE SERVED BY THE 8" SEWER MAIN STUB THAT WILL BE CONSTRUCTED WITH QUARTET w o Oho 16 INV OUT:2533.12 8" NW F INV IN:2534.92 8" (E) 50 NAOMI FARMS LP SOUTHEAST SUBDIVISION NO. 1, LOCATED IN W. DURANGO DR. I r� o I r O ( ) BLOCK 5 INV OUT:2534.82 8" (W) INV OUT:2535.55 8" (W) G G of \ INV IN:2529.21 8" (W) a cn O 81 IN OUT:2529.1 1 8" (N) °0 199.2' of 8" PVC @ 0.40% SO434346600 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE O OTo� F ° q O O O O W W a 67 66 65 64 a DETERMINED WITH THE FINAL PLAT DESIGN PHASE. - - I I 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 I to W �p W W ®Forp C m 0- C 51 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH o r LIDRESIDENTIAL q °qrp \ +oo O THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. 00 R-8 T°q W 3 Q rp z " ( ) p r 17.72' F of oD F 5. ALL ALLEYS LOCATED WITHIN COMMON LOT 31, BLOCK 2; LOT 27, BLOCK 5; LOT 16, BLOCK PI I PI P. PI w w W ®� °F �60' 6; LOT 14, BLOCK 7; LOT 18, BLOCK 8; LOT 15, BLOCK 9; AND LOT 8 BLOCK 10 ARE PI pI I o 00 PRIVATE ALLEYS. ALL ALLEYS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE alo F F �oo. I 68 52 HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT q wTo W w W ' z 63 SSMH #B-13, F LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY RIM:2546.63 �oF STREET SECTIONS, SHEET PP3.5. s„w s„w s,. i� ° f _ DEPTH:16.6' _ Icon 8"w 8"W 8"w q 8"W z f 52.5' a INV IN:2530.11 8" (S) o 00 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE COLLECTED AND ROUTED TO STORM _ r INV OUT:2530.01 8" N FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE W. ASPENSTONE ST. ' AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE W 62 0 47.8' of 8" PVC ® 0.40% FINAL PLAT DESIGN PHASE. pep I ' s MATCH LINE - SEE SHEET PP3 . 2 W O ° w \ 7. THE GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE PRELIMINARY AND SHALL BE �o } F 1:2T\ , R132 ��Fo-o DETERMINED WITH THE FINAL PLAT PHASE DESIGN. _ 54 Ir pqT°F T°O rpq w a 8. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE QUARTET NORTHEAST SUBDIVISION No. 1 PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE a I w I I I �\ SSMH #B-14 IRRIGAITON SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT o \\ BLOCK 2 1 RIM:2547.28 ° I oo ~ alw�° } �Po °quo T°q DEPTH: FL DESIGN PHASE. X a \ \ F rp 55 r o \ q 61 N I I \ \� O ' INV IN:2530.40 8 (S) 9. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE I °F o• INV OUT:2530.30 8" (N) STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE o I �, A �Oq �p `A ,+.' IRRIGATION. 00 O qLo a aol Gi \ °q 8' M ' T° 10. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED \Tom 59 rp 56 DURING THE FINAL PLAT DESIGN PHASE. r 60 O 58 F o I I I °q-o' °'. �- O 11. REFER TO SHEETS PP3.3 AND PP3.4 FOR SANITARY SEWER PROFILES. �, { o _ - I I a f \ F q `8 Q� SEWER ALIGNMENT"B" 1: rpm 12. REFER TO SHEET PP3.5 FOR STREET SECTIONS. a \ , !y REFER SHEET PP3.3 FOR THE 57 o I o I °q>p\ �1! O \ SSMH #B-17 13. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL . �_ \ �p SG SANITARY SEWER PROFILE \ RIM:2546.35 PLAT DESIGN PHASE. 251.8' of 8" PVC C� 0.40% o ao F q y \PI I PI DEPTH:14.3' w in- \ S/, o PI W INV IN:2532.18 8" E a o \ A 0 ) - ~ I + Off' w w INV OUT:2532.08 8 (SW) RESIDENTIAL \� To QUARTET SOUTH SUBDIVISION (R-15) q 37.6 of 8" PVC © 0.40% MERIDIAN IDAHO _ PRELIMINARY ENGINEERING I I \ I oq T ° , °q Y z I a 1 A \ °F d, 07 O O0 L J i 5 I � � °q�p T°q , /•5 pN A L \ S`'1 £NG 37+00_ w '�` N o �OC' ��CENSF� o q Oq Tp w I I rrp , 102.0' of 8" PVC Q 0.40% Z q _ 0 w SSMH c� I T T°� I I IM 2545566 J, 7115121 W \ $ o r �� ENGINEERING ao o \ , 5 9 Q v r t oq rp\ g o DEPTH:14.0' TE' �O �, I F ro 14.0' of 8" PVC ® 0.43% INV IN:2531.67 8" NE OF lv 5725 NORTH DISCOVERY WAY N a \ q <^ , "' ( ) y S BOI E IDAHO 8371 F PHONE(208)639 6939 \ �\ ° SSMH #B-15 INV OUT:2531.57 8" (W) C. KEN s , 0 3 Z Gi \ , RIM:2545.49 _ w I goo Tpq Tpq DEPTH:14.1' w kmengllp.com oa II c� I I of o T° qINV R INV IN-2531.51 8" (E)TO 15I8' 7/15/21 o PROJECT: 21-027 INV . ( 8 °q101 SHEET NO. On 0 N PP . a 0 60 120 180 Plan Scale: 1" = 60' o I t F of Q TOF �n Fq rp w a r RESIDENTIAL T°F \No°° w �to (R-8) zow Oq) Z \ r 1- q t OF 1p w Z TO q W N F PI I PI \ z ® w I PI PI PI PI PI I I bo a EL q� ° V) ®� pF 2 —� MATCH LINE — SEE SHEET PP3 . 1 � � 8"W $"w g"w 10 V $..w co MAMIEw r w W d OFF CO z w ®�"0F�Ir W. ASPENSTONE SEP T. �p \ — r \\ �o ) F rp - w A °° Oq Ld a � } $ °q�oF T°o �oq �pF NAOMI FARMS LP I � I \�\�. � .•.r: 50434346600 - — I 11. o TOq �Oq `A O aI kk F �p 8,, �O .o F ao 00 II \� \ TO �O ` I � Tp ^I F 1 00 o I �Oq�O Apo v, ' v PROPOSED \ \ \ rp SCE C2 RUTLEDGE w G� DRAIN _ 1 0 1 \ T 00 U OF _ EXISTING \ a °q'O\I o Q RUTLEDGE DRAIN \� \ rp , a•�I BIRCHSTONE �, I m a :1 A TO BE RELOCATED \ \�pF q - CREEK °' - 00 \ z q \ , ` f1 S SUBDIVISION i G� Oq 1p\ w RESIDENTIAL r o \ o ° Q0 00 BLOCK 4 120.6' of 8" PVC @ 0.41% I wo } O �\ SSMH #B-15 0 Oq�pF oq T `� RIM:2545.49 a' \ \ pq , DEPTH:14.1' PRELIMINARY ENGINEERING NOTES I 48 � \ T°F q INV IN:2531.51 8" (E) �\ , INV IN:2531.51 8" (SW) 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS WILL w I Oq oq \ INV 1 4 `'' BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAINS _ \ o OUT:253 1 8 (N) o °° �O o ~ I I q , y � IN N. BLACK CAT RD. AND W. USTICK RD., AND THE PROPOSED 12" WATER MAIN IN W. SSCO B-15A-o F MACHADO DR. I RIM:2545.78 �z ` I DEPTH:13.8'� 'o M � M � 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL W INV OUT:2532.00 8" (NE)q I q �Oq4 w BE SERVED BY THE 8" SEWER MAIN STUB THAT WILL BE CONSTRUCTED WITH QUARTET or I I A oF\ �p o SOUTHEAST SUBDIVISION NO. 1, LOCATED IN W. DURANGO DR. co F _ 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE = I I q °A,°F a RESIDENTIAL DETERMINED WITH THE FINAL PLAT DESIGN PHASE. o I I \TpF \ �O w (R-15) �, 0 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH II T Q THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. g °� ;10 ui ui co BLOCK 3 5. ALL ALLEYS LOCATED WITHIN COMMON LOT 31, BLOCK 2; LOT 27, BLOCK 5; LOT 16, BLOCK I r o 6; LOT 14, BLOCK 7; LOT 18, BLOCK 8; LOT 15, BLOCK 9; AND LOT 8 BLOCK 10 ARE co F `^ O w PRIVATE ALLEYS. ALL ALLEYS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE 'ems z a o HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT I� a I T �o\ F q F I LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY 11 o cn STREET SECTIONS, SHEET PP3.5. r � I I • I °F z 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE COLLECTED AND ROUTED TO STORM w I W o FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE / o I I t q oqT° c Aoq� ~ AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE a .1 �p s _ FINAL PLAT DESIGN PHASE. / / I o I = F 1 a 7. THE GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE PRELIMINARY AND SHALL BE PROPOSED �\ W DETERMINED WITH THE FINAL PLAT PHASE DESIGN. RUTLEDGE 0 DRAIN 6, ~ 8. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE QUARTET O I PI PI PI PI pl pl PI NORTHEAST SUBDIVISION No. 1 PRESSURE IRRIGATION IMPROVEMENTS. THE PRESSURE o ~ 1 36"GI 36"GI 36•' PI PI PI PI PI PI pI IRRIGAITON SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT / GI 36"GI PI pl — — "GI 36"GI 36"GI 36"GI 36"GI I 36"GI F D c' w DESIGN PHASE. in '' .•. .• _ .r ., r. . . ..r. .r r• .. . . 36 GI 36 GI 1 �, o T - 6 9. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE „G/ m 1 ..GI T 6 T E TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE -TOE TOE -TOE TOE TOE TOE TOE TOE TOE TOE T TOE I ~ STANDARD MERIDIAN CONSTRUCTION NOTES WATER; DRAINAGE; SEWS AND PRESSURE a S AN RD M R; E; R; TOE IRRIGATION. i�"w ��� —�a�� — — -Op— — — TlP — — �P- m— gyp— — — � — — —Op- — -ep— — —@� — -a0- 0 12 Ef� €P— gyEPTz'� 1P�'1ro�€R ` —EP— EP EP P EF —EP�jAj�EP P — — — — — �P— — — 6P — �f� — — — — — �� TOE TOE TOE— z W. USTICK RD. — FP — FP— ' �� P P 10. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED 11; gyp— N P " DURING THE FINAL PLAT DESIGN PHASE. D � �� EP EP EP EP o C C C C EP EP EP EP EP —EP--EP--EP—EP— EP EP EP EP EP EP EP — — — — — - 11. REFER TO SHEETS PP3.3 AND PP3.4 FOR SANITARY SEWER PROFILES. a -OP 0 0 v Mm 3 — -EP �� EP EP EP 12. REFER TO SHEET PP3.5 FOR STREET SECTIONS. z 40 OP� OP 2"GI 1 " I 12" I Op 0a \ T T- TOP — — — — — — — — 13. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL a I TOP TOP TOP TOP TOP TOP TOP TOP TOP �P- OP Up OP — _ PLAT DESIGN PHASE. o J TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP m a q� �OF \ m �E TOP— m 24••GI 24„GI ° TrA— °p \ KLAMATH BASIN QUARTET SOUTH SUBDIVISION \\ \ SUBDIVISION STATEN PARK MERIDIAN, IDAHO N owl o \ \ I I I I I I I SUBDIVISION I PRELIMINARY ENGINEERING I I I I Y m �, I \ I I I I I I I I I ro \ S�pNAL £H \rENSF�%Y Z a 860 s�g7/15/21 �ov ENGINEERING 0 BOISE,IDAHO 83713 } CO-) lF OF \� !`� 5725 NORTH DISCOVERY WAY a C K PHONE(208)639-6939 kmengllp.com DATE: 7/15/21 PROJECT: 21-027 SHEET NO. 0 N a 2560 2560 Z � U 2555 g -, o > a 2555 �. _ z o o_ _ ^ ^ ^ Z 0 U Co U U > Q " > li 00 ^^ Z .Zi J U O > > a_ p d 0 L ^ NN � U 00 UU CL p 0_ W _ p L0 U o > > > 00 0- r- (D ^ Z O UU > p 0_ p W 0- : W �� ��^ N 2550 " p a o ao ro 00 O (o (o O m r'j 4 � N 2550 p > d- L - - 00 ui 00 O � r 0o u� + N D 00 Co p N 00 0o Co 0- N p 0 N_ N m o 2 Z O O m r- F, vi I ItNmNN 'tN 0 =NNH - O 00 �_ p (ND N 0 0- rM r7 N m N r" 0 N m((7 1� (f) N Q > > o N 0-00- � � N �D�ON (N m0� l- n0 N N04 = + IN � (nN0_ 0Z Z N I (D((7pNN +� CNN 204 0 2NN � Z O -N (D o N mLo800mV) N m +� N H CIO mZZ 0 NH W » > =Q > > O^ +t 7 N N E- _ N - - 2545 I _:to 0) m �n(n = zz D =r-N � z O �Q a— > (n(nEOZZ z N�- WZ Z 2545 �U)F o — — m�cic6o N-2�N � - - O .. .. a- tnH- WZZ Z +'t 7 N (n H� W >> > co H- W z z (n(n 0_ E =oNF- Z O NNEoZ- z z (n(n0f0 - — EXISTING GROUND _ —.- - - - - — N H W > > — — — — — — — — — - — — — — — (n(n O Z Z — — — — 2540 — - - - - - - — — - - - - - - - - - - - - - - 2540 2535 2535 2530 2530 280.5' of 8" PVC @ 0.40% 138.5' of 8" PVC @ 0.48% 2525 220.5' of 8" PVC @ 0.40% 2525 264.0' of 8" PVC @ 0.40% 173.9' of 8" PVC @ 0.41% tl:--- EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2520 2520 45.1' of 8" PVC @ 0.42% 17 m m 0 r O M cD 00 O� N (D 0o PM m r` o N 0 m Lr) Lr) m m m Ln o ((7 0 m Lo L0 m m L0 m 0 m m o o o N (V N N N N N N N N N N N N N N N N N N N 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 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 z U �. ..Z O > 0_ �_ �� U ^^ d U U U > LLI o 00 0 > > D_ Z CvJ O 2555 `.L) > > ^ o o_ : p � > o o > po > > a o a - O 00 0 _ ao O > 00 2555 p > W p 0- 0- L�00 u- - 00 O O O 'Co ro _ O 0_ t WO co Co co 00 WO Co 00 0 O I M O Mo r7 p 00 r- r-00 N 0 LL 00 N� N N 0 �r�^ O M + (`1 H I o't r7 r7 N (D 0) (D I r7 M n N 0 0 0 N I LO(D cD n N m = Z 0 m O)�j ((7 V) 't(D. r7 m (6 4 LO 07 N I (O� mNN c4 m0)(p (D (n 2MN - +� � NN H I O nqn o I ro0NN mO)�j (D � � N +� � (V Z) U) W > > =r)N � ZZ 0 mO�j � (n N =�N2Z 0 2550 mrn'riP` LO N +� � (yN =,"��N � z o (n(no oZ z �Q o » > �� = z �Q a > > 2550 r7N 2 Z Z O W N�- W 2 M N o (n I-- W Co o 2 Z (n H W > > cn cn 0_ Lj Z Z Z a - (n(n 0 Z Z_ =NNE - O NH� W > > > U1U10_ 0Z Z (nH� W > > (n(n0 0ZZ Z (n(n0_ OZ Z co U)of o z z_ EXI 3TING GROUND 2545 _ — — — — — - - - - - - - - — 2545 2540 2540 0 d m N 2535 2535 m a z 0 E 251.8' of 8" PVC @ 0.40% F=f= 2530 199.2' of 8" PVC @ 0.40% 2530 O 9 303.0' of 8" PVC @ 0.40 0 Z 260.2' of 8" PVC @ 0,to% 37.6' of 8" PVC @ 0.40% E 47.8' of 8" PVC @ 0.40% 102.0' of 8" PVC @ 0.40% I 2525 14.0' of s" PVC @ 0.43% 2525 0 N QUARTET SOUTH SUBDIVISION EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2520 2520 MERIDIAN, IDAHO n PRELIMINARY SEWER PROFILES z Y z N r7 Lq 0o O O N r7 Lq m r� 00 o r` m Lc7 00 N In 0 0 0 0 CO (0 O � Ln Ln Ln In In (D S o 0 0 L() LO L0 Lr) Lr) Lr) Lr) L0 Lf) Lf) Lf) L0 Ln LC) L0 L0 L NAL £ oN N N N N N N N N N N N N N N N N N N N N N N N \CENSFNc�y z z 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 6860 knill J�g7/15/21 �ov ENGINEERING 0 y�1, DNS BOISE,IDAHO 83713 OF !`� 5725 NORTH DISCOVERY WAY z SEWER ALIGNMENT B K PHONE(208)639 6939 kmengllp.com 0 6 12 18 DATE: 7/15/21 Profile Vertical Scale: 1" = 6' PROJECT: 21 027 SHEET NO. 0 PP3.3 N a 2555 T Z 2555 > z ^ ^ W z N V) U U a cD U 3 U o .� w cn ui v > 00 a _ �� �' Ua Ua rn " > of can " `° " > "> > a _ Co o > > a a M a > — > 0i > o_ � 00 W ao 2550 0 0_ 0_ � ao � Sao � C o as 00 � Co Wo aocp �_ � 0 2550 Co Co 00 O O 00 O r u- N N M O O Oto Co O 00 00 tD Oo CO O O M 00 O N O O�"`�O- O N U M N N r F, M O^_ N 00 _ (o O Co O I- Co I N I� M N M N 1 40" MM N I �M � N N NMM � N N I��' oN M �M 00 �C14 oNO 0 U +CN Lo N O� 2 z O I �� � NN M UO)� tDM _ +� � N H m6)� � MM N +� � N H UM� � � U� M � N M� M � M UO� NLn N =NNH - +� � NN H OM2Z O� � N H O U�MNu) � � HZ U) r 7 N H N M N � =N N O Q gLo > > 2545 Z: O 2NN = Z O +Ln = z co � N +� O (n(no oZ z rn�n = zz � — � — =MN � - O +,r, =�N � Z O co W > > 2545 ��N - - O (nH� W > > U)H� W > > �Q 0 > > =�N H Z O �a� � > > U)U)0 O Z Z — Q > > > U)U)0_ O Z Z U)U)0_ O Z Z U) - W (n - W NH- WZZ Z (n(n0 OZ Z �a� W > > in(n� OZ Z NNO_ 0 - - - U)H- W XISTING GROUND FR o z z l - 2540 - - - - - - - — - - - - 2540 2535 1 2535 132.8' of 8" 261.4' of 8" PVC @ 0.40 0 2530 PVC @ 0.41 2530 1 18.2' of 8" PVC @ 0.41% 1� =4 426.5' of 8" PVC @ 0.40% 221.9 of 8" PVC @ 0.40% ------ 2525107.8' of 8" PVC @ 0.41 151.7' of 8" PVC @ 0.61% 2525 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2520 2520 M M M M M O O) 00 00 P� c4 M O co N co O O O O O O O O O O N� C14 It It It It ' I M M M M M M M M M M M M M M M M M M M M M M M M M M M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 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 2555 ^ _ 00 w� M 0 2555 �- s uj U N > cD a U �a 0) a> V) > �, M M U 0_ - 00 L� - 00 " 00 M _ 0) o- Co O 00 Co O N O Co 04 O 2550 0 Co O 0000 Ci O N '� N 00 N "' 2550 c0 OON_ cV M- co- M M �� O �M M I M(� OM I OOwMLO cols- 00OM- M U Mrrj O In N UO)"i O U-) N I CO N) N UO)M N N � � M + 7N H +'t7N H UO)p,j M +4 M I O M O _ UO)NOM N 2MNmz O m:7;u, O +� mz H M � � +� N =M N O M N O r-M2z D NH W > > U) W > > Q 0 U)H W > m N N - O V)U)0_ 0 Z Z (n(n 0_ O Z Z u, W > > U)U)0_ O Z = — EX STING GROUND cn(n E o Z z 2545 u,'<� W > > 2545 NNEoz z X � - a 2540 ^� 2540 N M lJ Z O F Q F z 0 2535 400.0' of 8" Pvc @ 0.40% 2535 0 Z 258.9 of 8" PVC @ 0.40% `—' 281.2' of 8" PVC @ 0.40% 104.2' of 8" PVC @ 0.60% 0 0 2530 59.1' of s" PVC @ 0.41% 2530 N oQUARTET SOUTH SUBDIVISION ~ 2525 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT 2525 MERIDIAN, I DAH 0 n PRELIMINARY SEWER PROFILES z Y Z r� N O O O 1� 00 O M CO O) O CO M M if7 M M 0 N N N CV M M M M M M M M M M S � � L L0 � � L0 L0 � � � V) L() L Lf) Lf) L0 L0 L0 Lr) L NAL oN N N N N N N N N N N N N N N N N N N N N N z Q� z 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 6860 knill � s�g7/15/21 �ov ENGINEERING 0 } 7C� lF OF \� !`� 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 z SEWER ALIGNMENT C K PHONE(208)639 6939 kmengllp.com 0 6 12 18 DATE: 7/15/21 Profile Vertical Scale: 1" = 6' PROJECT: 21 027 SHEET NO. 0 PP .4 a 20' PL—PL 30' PL—PL 20' \ 1' LANDING, 1' LANDING, TYP. TYP. ASPHALT PAVEMENT ASPHALT PAVEMENT 3/4"—MINUS CRUSHED AGGREGATE BASE 3/4"—MINUS CRUSHED AGGREGATE BASE SECTION STREET SECTION A STREET SECTION B LINE 48' PROPOSED ACHD RIGHT—OF—WAY 30' COMMON LOT SCALE: NTS SCALE: NTS WIDTH VARIES WIDTH VARIES — MIN. 17' PER PLAN OF EXISTING PAVEMENT IE 1' ACHD SIDEWALK 60' RIGHT—OF—WAY CL PROPOSED BORROW DITCH — WIDTH VARIES 1' EASEMENT 11' 11' LANDSCAPE BERM � 0.5 16.5' TBC—CL 16.5' CL—TBC 0 5° EXISTING HIGH POINT 5' SIDEWALK / /\ 5'5' 9' 9' 7 7. . PAVEMENT (EXISTING STRIPING) 3' GRAVEL PER ACHD SUPPLEMENTAL SHOULDER \ \ \ \ \ \ \ 5' SIDEWALK 8' PLANTER 8' PLANTER 5' SIDEWALK EXISTING SECTION STANDARD / \ 3:1 MAX. PARK LANE—TBC THRU LANE THRU LANE PARK LANE—TBC GRADE DRAWING SD-709 / / / / / / / / / SLOPE STI NOG T "�% —"i /\/ 4:1 MAX 31 MAX \ \ \\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\ /1' �T LANDING,/ TM/ //// // // /\/ \\ \\ \\ \\r\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\ 1' LANDING, \\/� \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\/�\/\\ •//////////// /PHA PAS t\ /BORROW // // // � /. /. /. //,///�//\//\ /\ �\ /� /� �/� / �/ir. \ \ \ \\,\\\\\\\\ \\/\\/\\/\\6 OF 3r4' MINUS CRUSHED \\ \\ \\ \\ACHD STORMWATER \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\\ TYP. / \/�\ \\ \\ \\ \ \/ \/\ GUIDELINES SECTION /\ \/\ \/\ \ 3" ROLLED CURB ASPHALT PAVEMENT /// /////// 3/4"—MINUS CRUSHED AGGREGATE BASE AGGREGATE LEVELING COURSE / / / / / // AND GUTTER, TYP. COMPACTED SUBGRADE \\ \ \ \� \� \� `� \' \' \' \' \� \ 8200 STANDARD \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 3/4"—MINUS CRUSHED AGGREGATE BASE \\/\\ \\ \\ \\ \\ \\/ \/\ /�\/\\/\\/\\/\\/\\/\\ DRAWI N G DETAIL 5 / /�/x /\ 6" MINUS PIT—RUN SUBBASE 6—INCH MINUS \PIT—RUN\\U\\ � / STREET SECTION C STREET SECTION H SCALE: NTS SCALE: NTS 60' RIGHT—OF—WAY SECTION 0.5' 16.5' TBC—CL 16.5' CL—TBC 0 5' LINE 5' SIDEWALK 8' PLANTER 7.5 91 9 7.5 8' PLANTER 5' SIDEWALK 48' PROPOSED ACHD RIGHT—OF—WAY 3:1 MAX. PARK LANE—TBC THRU LANE THRU LANE PARK LANE—TBC WIDTH VARIES WIDTH VARIES — MIN. 17' IE 1' ACHD SIDEWALK SLOPE TO PER PLAN OF EXISTING PAVEMENT EXISTING CL PROPOSED BORROW DITCH — WIDTH VARIES 1' EASEMENT 11' 11' EXISTING HIGH POINT 5' SIDEWALK r\\\\\ \\\\\\\\\\\\ \\\\\\\\\\\\\\\ \\ EXISTING PAVEMENT SECTION (EXISTING STRIPING) EL SHOURLDER PER ACHD STANDARD // // // /// 1' LANDING, GRADE 2% DRAWING SD-709 f 2i /` / \ /\/�\/�\/�\/�\/�\ 4:1 3.1 MAX / 3:1 MAX. SLOPE TYP 3" ROLLED CURB \ /\ /\ /\ /\ \ ASPHALT PAVEMENT \ /\ / AND GUTTER CURB T_r7 T/� \ MAX \ \ \ \ AND GUTTER COMPACTED SUBGRADE 3/4"—MINUS CRUSHED AGGREGATE BASE \\ \ \\ \ \ \\ \\ \\ \\ \ \\ \\ \\ \ //\ // // // 6" MINUS PIT—RUN SUBBASE \ \ \\/\ \\/\\ \\/\\/\\/\\/ 1' FLAT LANDING, TYP. \\ . \ \ / / /\ \/�/\/\/\/� j/ / / ASPHALT PAVEMENT /BORROW DITCH PER STREET SECTION D \/\\ \\ \\ \\ \ •\\\.\\\.\\ /\\/\\/\\/\ 6" OF :Y4" MINUS CRUSHED \\/\\ ACHD STORMWATER \\ \\ \\ \\ \\ \\ .3/4"—MINUS CRUSHED AGGREGATE BASE AGGREGATE LEVELING COURSE GUIDELINES SECTION // // SCALE: NTS \//\//\// �� \' \' \' \� \' \/\/\/\ /\/�8200 STANDARD \/\/\/ 60' RIGHT—OF—WAY STREET SECTION 0.5' 16.5' TBC—CL 16.5' CL—TBC 0.5' SCALE: NTS 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. \ 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"—MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT—RUN SUBBASE STREET SECTION E SCALE: NTS NOTE: STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING 63' RIGHT—OF—WAY REPORT AND ACHD'S REQUIREMENTS. 0.5' 18' TBC—CL 18' CL—TBC 0.5' 5' SIDEWALK 8' PLANTER 6' 11.5' 11.5' 6' 8' PLANTER 5' SIDEWALK 3:1 MAX. BIKE LANE OUTSIDE LANE OUTSIDE LANE BIKE LANE SLOPE TO EXISTING 0 d / 1' LANDING, \/ /\ �\/ TYP. /�\/� /� z / / / / / / \ \ \//\//\ \ \ 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. 0 3/4"—MINUS CRUSHED AGGREGATE BASE w 6" MINUS PIT—RUN SUBBASE Z 0 STREET SECTION F 0 a SCALE: NTS 0 QUARTET SOUTH SUBDIVISION N MERIDIAN, IDAHO a 81' RIGHT—OF—WAY PRELIMINARY STREET SECTIONS Y 0.5' 0.5' Z g 3:1 MAX. 5' SIDEWALK 8' PLANTER- 21' TBC—TBC 12' MEDIAN 21' TBC—TBC 8' PLANTER 5' SIDEWALK SLOPE TO o EXISTING Sg\DNA p�� \C E N SF� z CL //j//j 860 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 7/15/21 �o Q E N G I N E E R I N G � qTF \ \ \ \\/\\/\\/\\ \ \ \\ \ \\\/�\ \ �y</� OF \N�� 5725BOISE,IIDAHO 37R3WAY 1' LANDING, /\/\//\//\//\//\//\//\//\//\//\//\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\�/ �\ C. K PHONE(208)639 6939 a /�/.///.///.//i///.///,///.///. /./�/./�/./�///r//'//\//\ kmengllp.com 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. 6" VERTICAL CURB, 3/4"—MINUS CRUSHED AGGREGATE BASE DATE: 7/15/21 a COMPACTED SUBGRADE TYP. 6" MINUS PIT—RUN SUBBASE PROJECT: 21-027 d 0 STREET SECTION G SHEET NO. " P P .5 SCALE: NTS a