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HomeMy WebLinkAboutPreliminary Plat PRELIMINARY PLAT SHOWING DURANGO SUBDIVISION A PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO PRELIMINARY PLAT NOTES PROJECT SUMMARY 1 RE-SUBDIVISION OF THE TIME OF RE ANY -SUBDIVISION.PLAT COMPLY WITH THE APPLICABLE ZONING SITE DATA REGULATIONSDI EFFECT PARCEL NUMBER(S): SO433346600, SO433346650, 2. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING SO433347115 & SO433346710 JOHN McLAUGHLIN BRENT RASMUSSEN ENGLE FAMILY TRUST PROPERTIES NORTHWEST LLC CURTIS YOUNG QUENZER FARMS LP AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT OR AS SPECIFICALLY APPROVED AND/OR REQUIRED. PROPERTY ADDRESS: 5630 W. USTICK ROAD 6045 W. BECKY DRIVE 6041 W. BECKY DRIVE 5855 W. BECKY DRIVE 5725 W. BECKY DRIVE 5655 W. BECKY DRIVE 5180 W.JORDAN LANE CITY/STATE/ZIP: MERIDIAN, IDAHO 83646 R0486000366 R0486000335 R0486000300 R0486000270 R0486000240 50433427800 3. THIS DEVELOPMENT IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS. (RUT) (RUT) (RUT) (RUT) (RUT) (RUT) CURRENT ZONING: RUT 4. LOT 13, BLOCK 7 IS RESERVED AS A COMMERCIAL LOT WITH AN L-0 ZONING DESIGNATION. PROPOSED ZONING: 5. THIS DEVELOPMENT RECOGNIZES 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH L- IT RESIDENTIAL) O (LIMED OFFICE DISTRICT) STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN PROJECT TOTAL: 154 LOTS ±35.90 ACRES OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION SFR LOTS: 135 LOTS t16.51 ACRES WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF COMMON LOTS: 14 LOTS t8.37 ACRES CALCULATED POINT THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR COMMON DRIVE LOTS: 4 LOTS t0.20 ACRES NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR COMMERCIAL LOT: 1 LOTS t2.32 ACRES CALCULATED POINT EXPANSION THEREON." R/W DEDICATION: - f8.50 ACRES �,� �_,_ •_ _ _ S89°18'42"E 1318.88' 6. IRRIGATION WATER WILL BE PROVIDED BY NAMPA & MERIDIAN IRRIGATION DISTRICT IN SFR LOTS W W W W W W W W W W W W W •� �W� - COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION MINIMUM LOT SIZE: t4,996 SF - - - - WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS MAXIMUM LOT SIZE: t8,687 SF . EIGHTMILE LATERAL FROM SAID CANAL COMPANIES. . W AVERAGE LOT SIZE: t5,320 SF . ...:a o 4 a 4 ♦ x W x W a W o a o a o a a ♦ a ♦ a ♦ o a ♦ a ♦ a a o ♦ ♦ a a ri ..-. W - .-,`. >` _'.. -, .'.• �.`�. ;< '•,`. ... 7. SEWER CONNECTION IS ASSUMED TO BE ON USTICK ROAD PER CORRESPONDENCE WITH CITY TOTAL DEVELOPABLE LOTS: 135 LOTS AND NEIGHBORING DEVELOPMENTS ABOUT FUTURE LINE ON USTICK ROAD. ELEVATIONS ARE GROSS ACREAGE: ±32.63 ACRES* I BASED ON PLANS BY JUB ENGINEERS AND DAYSPRING AND SPRINGDAY PRE PLATS. DENSITY: t4.14 UNITS PER ACRE O 31 I 11 O O O O O O O O O O O O O O O O O 29 8. ALL UTILITIES AND IRRIGATION FACILITIES IN OFFSITE SEWER EXTENSION CORRIDOR ARE TOTAL DEVELOPABLE LOTS: 135 LOTS 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 I CAPABLE OR BEING RELOCATED/REMOVED FOR DEEP SEWER INSTALLATION. INSTALLATION OF NET ACREAGE: t25.06 ACRES* O OFFSITE SEWER WILL NOT ENCUMBER PRIVATE PROPERTY. DENSITY: t5.39 UNITS PER ACRE W, g \ 32 9. SEE VICINITY MAP FOR ASSUMED OFFSITE SEWER EXTENSION TO SERVICE THIS PROJECT. *DOES NOT INCLUDE THE L 0 ZONING DESIGNATION (LOT 13, BLOCK 7) O 30 DEPICTED ALIGNMENT IS PER EMAIL CORRESPONDENCE WITH CLINT DOLSBY 3/12/25. IT IS R-8 DIMENSIONAL STANDARDS (PER TABLE 1 1-2A-6) W. PAGOSA ST. ASSUMED THAT ANY EXISTING UTILITIES IN THIS OFFSITE SEWER EXTENSION CORRIDOR, W. PAGOSA ST. 33 INCLUDING GRAVITY IRRIGATION AND POWER LINES, ARE CAPABLE OF BEING RELOCATED OR O TEMPORARILY REMOVED AS NEEDED FOR SEWER INSTALLATION IT IS ASSUMED THAT SAID MINIMUM PROPERTY SIZE: 4,0 00 SQUARE FEET 5 SEWER INSTALLATION AND EXISTING UTILITY RELOCATIONS WILL NOT ENCUMBER PRIVATE MINIMUM STREET FRONTAGE: 40' PROPERTY. 34 STREET SETBACK (TO GARAGE) \ SURVEY CONTROL NOTES LOCAL: 20' O PHASE 3 O O O O O O O O O O O O O O O 8 COLLECTOR: 25' O � ' �� 35 ALL SURVEY DATA IS BASED ON NAD83 STATE PLANE COORDINATE ALLEY: 5' PHASE 2 W 3 - SYSTEM (IDAHO WEST 1103) AND VERTICAL (NAVD 88) DATUM. STREET SETBACK TO LIVING AREA 7n7n7 uj } LOCAL: 10' ' W.` WW .W. W.`.W.-:W.W:-.W:-:W.-:W.W.`.W.`.W.'` Q PROJECTTEAM COLLECTOR: 25' WILLOW BRIDGE LLC in Q PHASE 3 ALLEY: 5' O w% 7 - PROPERTY OWNER / DEVELOPER 3460 N. McDERMOTT ROAD i� 18 17 16 12 11 10 z W W W W W W W.��W W. 9 PHASE 1 NAME: J&J HESS LLC INTERIOR SIDE SETBACK: 5' SO433336093 I N O Q } CONTACT: MARK HESS REAR SETBACK: 12' (RUT) .W. W. .W .W. W. .W .W. .W. .W. Q ADDRESS: 519 E. KARCHER ROAD 0) m W. BERGAMO ST. z CITY/STATE/ZIP: NAMPA, IDAHO 83687 STREET LANDSCAPE BUFFER IR AND w .". .".` `.'.".'.".'.".'.'. 10 z PHONE: 208.249.1577 COLLECTOR: 20' W W W W W W W W EMAIL: hessmOlive.com 1 ARTERIAL: 25' Lo W. TELLURIDE ST. ?�" ENTRYWAY CORRIDOR: 35' rn ' - - - - - •W-`- BLOCKS W-` W `-W `-` W O I ENGINEERING INTERSTATE: 50' cV 11 NAME: KM ENGINEERING, LLP. ° oo CONTACT: JEFF DOERSCH, P.E. 0 1 LLi c6 ADDRESS: 5725 N. DISCOVERY WAY MAXIMUM BUILDING HEIGHT: 35' > O CITY/STATE/ZIP: BOISE, IDAHO 83713 Z 3 O O O O 8 PHONE: 208.639.6939 Q O O O O O 12 M MFRE RIVER JORDAN w MINK RANCH NORTH SLLC UTILITIES W I W. USTICK ROAD EMAIL: jdoersch�kmengllp.com O W . . . . O UTILITIES SO433438957 LANDSCAPE ARCHITECT WATER: CITY OF MERIDIAN z 20 BLOCK 4 10 (RUT) NAME: KM ENGINEERING, LLP. O p am ( CONTACT: ALYSSA YENSEN, PLA SEWER: CITY OF MERIDIAN 3 ADDRESS: 5725 N. DISCOVERY WAY POWER: IDAHO POWER O o NATURAL GAS: INTERMOUNTAIN GAS CO. O O O O O O O O O - W O O O O O O O CITY/STATE/ZIP: BOISE, IDAHO 83713 TELEPHONE: CENTURYLINK z 19 18 17 16 15 14 13 12 11 19 18 17 16 15 14 13 0 w N PHONE: 208.639.6939 IRRIGATION: NAMPA & MERIDIAN IRRIGATION DISTRICT WILLOW BRIDGE LLC 0 O EMAIL: oyensen®kmengllp.com PRESSURIZED IRRIGATION: NAMPA & MERIDIAN IRRIGATION DISTRICT W 3500 N. McDERMOTT ROAD W-. FIRE PROTECTION: N CITY OF MERIDIAN FIRE DISTRICT 6 50433336125 z POLICE PROTECTION: MERIDIAN POLICE (ADA COUNTY SHERIFF) (RUT) � O W. MONTE VISTA ST. I LEGEND - - W. MONTE VISTA ST. O7 PROJECT BOUNDARY LINE 8 .' 6 W 1 NE ADJACENT (BOUNDARY LINE VICINITY MAP O 18 O R/W R/W R/w PROPOSED RIGHT-OF-WAY LINE NOT TO SCALE 10 11 12 13 14 15 16 w O O O3 O O O O < PROPOSED LOT LINE \ PHASE O • • 19 Q - O I � . � . � . . . . . . . . . . . z 17 4 BLOCK 6 9 LL 10 . _ _ _ _ _ _ _ _ COMMON LOT PHASE 1 - . . W . W . W .."`- - - - - - -W-`-.W`-.Wy-`-.-`-W.' - EXISTING SEWER TOP SKY PILOT DRAIN - . Q } (III 20 m COMMON DRIVE LOT �I °. N8 -- 9°40'10"W 351 .32 .-- `. . z z - - . . . . O 0 0 0 0 REBAR 16 15 14 C 13 12 11 10 ---------- - 5/8 INCH CALCULATED POINT W W W "PLS 4431" `r+° W.BECKY DRIVE CALCULATED POINT W- -°� - 21 W 12 I INDEX OF DRAWINGS _� 1/2-INCH REBAR CALCULATED POINT W 9"PLS 4347" 1 p W �,W.. � '. -71. .` 22 N. 0U RAY ST. PP1.0 COVER SHEET �' _ ASSUMED ALIGNMENT OF CITY 5/8-INCH REBAR W' BLOCK 1 .W" 25 PP1.1 EXISTING CONDITIONS TOF MERIDIAN SEWER MAIN EXTENSION W.JORDA_N LANE NO CAP, BENT (BY OTHERS) FOR PROJECT SEWER I• - �-` .o- -` 23 CONNECTION IN USTICK RD o � o.-W � - PP2.0 LOT DIMENSIONS � PROJECT (PRIOR TO PHASE 1) EDWARD WOOD CORYTHACKER �I.'.`.'.'. .' 26 27 28 > I PP2.1 LOT DIMENSIONS o LOCATION 6110 W. USTICK ROAD I 5900 W. USTICK ROAD M .W-`-'-W- •W-` 24 I PP3.0 PRELIMINARY ENGINEERING SO43333630S I SO433346925 w WW•,' •,' 'W•WW _ _o (RUT) (RUT) 00 ' z JOHN WARDLE PP3.1 PRELIMINARY ENGINEERING N - `°`W W -W W a 5600 W. USTICK ROAD z W °. W W W W ` N 13 PP3.2 SEWER PROFILES rn ,'Tod,'°', ,"z�P` } SO433438830 S - - - -o-. - - _ W.USTICK ROAD ICE . SKY PILOT DRAIN o BLOCK 7 (RUT) PP3.3 SEWER PROFILES z I I PP3.4 STREET SECTIONS M SOUTHWEST CORNER, SECTION 33 Z I'W _ .-To�� _ TOP _ - - - OFFICE (L-0) N ALUMINUM CAP .'W W W .'W W W .'W W W W .' 11� "PLS 11334" I WEST 1/16 CORNER, 1/2-INCH REBAR I LANDSCAPE IMPROVEMENT PLANS o a � SECTION 33 & 4 .'.'._.'._.'._ � V o NO CAP :. ,.,.: .. :. :. : �'" SOUTH 1/4 CORNER, SECTION 33 :.: :.: .. W�'...W.`:' o ALUMINUM CAP W ,W ... .;...'..:. ALUMINUM CAP L1 0 LANDSCAPE LAN F C P 3 32 33 FP -Ep EP "PLS 14221" L2.0 FENCE PLAN AND DETAILS o _ N89'19'00"W 1319.12' EP _ _ N89'1 E- 9'00" a W 448. '50 N 5 4 - - -_ - - _ EX1.0 OPEN SPACE EXHIBIT w/ -EP EP EP EP EP EP EP�EP�EP -EP EP-N89019'00 70 62' EP EP EP EP EX2.0 COMMON DRIVE EXHIBIT USTICK RD. CALCULATED POINT USTICK RD. 0 2 DU RANGO SUBDIVISION �pNAL £N MERIDIAN , IDAHO Q�o�`�S�\cENSF�c/'LFF COVER 761 REVISIONS s,OVO7/25 0 gNO. ITEM DATE Fi�� F OF ��� 5725 NORTH DISCOVERY WAY N v qT P� E I E E R I /fey D0 � BOISE,IDAHO 83713 a PHONE(208)639-6939 CURVE TABLE kmengllp.com o CURVE RADIUS LENGTH DELTA CHORD BRG CHORD DATE: 4/7/25 Digitally signed by Jeffrey W. PROJECT: 24 199 U C1 220.01' 100.55' 26°11'13" N76'34'28"W 99.68' 0 100 200 300 Doersch,PE SHEET NO. Date:2025.04.0717:49:15 N Plan Scale: 1„ = 100 -06100' P P 1.0 a I I � I � � I JOHN McLAUGHLIN BRENT RASMUSSEN ENGLE FAMILY TRUST PROPERTIES NORTHWEST LLC I CURTIS YOUNG I I QUENZER FARMS LP 6045 W. BECKY DRIVE 6041 W. BECKY DRIVE 5855 W. BECKY DRIVE 5725 W. BECKY DRIVE 5655 W. BECKY DRIVE I 5180 W.JORDAN LANE R0486000366 R0486000335 R0486000300 R0486000270 R0486000240 I SO433427800 (RUT) (RUT) (RUT) (RUT) (RUT) RUT , I I � � I I � I I CALCULATED POINT CALCULATED POINT - - - - - - - - - - - - - - - - — - - S89'18'42"E 1318.88' - - - - - - - - - - - - - - - _ EIGHTMILE LATERAL —_ —_ _ —_ Ld LLI .2536 , T Q / \\\ O w 1 o g I ( 2537 �56z WILLOW BRIDGE LLC I iti� 3460 N. McDERMOTT ROAD SO433336093 i (RUT) I \ ` \2s38 I' 2s38\ \ ✓ / \ / PARCEL 1, 2 &3 N I \ PER ROS No. 6971 / N \\ \ ±35.90 ACRES w I `2537— J &J HESS LLC _ 5630 W. USTICK ROAD Lu o rn I \ \ \ S0433346600, SO433346650, SO433346710 &SO433347115 u O \ \ \ (RUT) 0 Z I \ \ 1 \ M MFRE RIVER JORDAN I \ / MINK RANCH NORTH SLLC 3 W. USTICK ROAD 254 / I o SO433438957 1 0) (RUT) \ N \ \ \ O 2536— \ N 00 WILLOW BRIDGE LLC II \ Ln \ 3500 N. McDERMOTT ROAD L SO433336125 I II I \ J \ \ \ \ (RUT) I � . \ I \ \ \ \ \ \ \ 2;542 CALCULATED POINT SKY PILOT DRAIN w`� \ \ �2 \ 1 , 4 1 N89°40'10"W 351 .32' C� o° \ \ \ ��s _ \ , — � \\ off. � � 5/8-INCH REBAR \ \ S 9 \ V "PLS 4431» I - - - - - - - - - CALCULATED POINT 1/2-INCH REBAR CALCULATED POINT „PLS 4347" 5/8-INCH REBAR J 1 NO CAP, BENT ^I IN, \\ 2S3S \ \ \ EDWARD WOOD I CORY THACKER 00 6110 W. USTICK ROAD I 5900 W. USTICK ROAD SO433336305 I I SO433346925 w \ \ \ \ \ (RUT) (RUT) \ r JOHN WARDLE \ \ S \ I� 35 �y1014 \ \ 5600 W. USTICK ROAD can, pRq/� \\ \ ❑/ SO4( 830 (RUT) LEGEND SOUTHWEST CORNER, SECTION 33 I Z PROJECT BOUNDARY LINE i ALUMINUM CAP SECTION LINE �— "PLS 11334" WEST 1/16 CORNER, 1/2-INCH REBAR \ SECTION 33 & 4 NO CAP 2536 �--' - SOUTH 1/4 CORNER, SECTION 33 ADJACENT BOUNDARY LINE ALUMINUM CAP \ \ —` ALUMINUM CAP (_ R/W R/W R/W PROPOSED RIGHT-OF-WAY LINE \ "PLS 14221" PROPOSED LOT LINE 32 33 0 � � — � l N89'19'00"W 1319.12' °, -- — — — — — 1 — N89'19'00"W 448.50' °4 — �— — a — — — — X 5 I _ N89*1 9'00"W 870.62' COMMON LOT El a USTICK RD. CALCULATED POINT USTICK RD. a — — \ COMMON DRIVE LOT MFRE RIVER JORDAN 0 ~ I MINK RANCH NORTH SLLC 3 I 5755 W. USTICK ROAD I LINDER ROAD CHURCH S1204212500 I I OF CHRIST INC. N MFRE RIVER JORDAN MFRE RIVER JORDAN I CURVE TABLE W. USTICK ROAD a MINK RANCH NORTH SLLC MINK RANCH NORTH SLLC (RUT) I I 51204120800 CURVE RADIUS LENGTH DELTA CHORD BRG CHORD 00 N W. USTICK ROAD 6001 W. USTICK ROAD (C-C) S1204212920 51204212910 I 0 100 200 300 C1 220.01' 100.55' 26-11'13" N76'34'28"W 99.68' LL (RUT) I (RUT) MFRE RIVER JORDAN MINK RANCH NORTH SLLC Plan Scale: 1" = 100' � I 2550 N. MORGAN GROVE LANE , ENDURANCE HOLDINGS LLC Z S1204244300 3050 N. MORGAN GROVE LANE (RUT) I S1204212470 o (RUT) DU RANGO SUBDIVISION SS�CNAL E/Vo MERIDIAN , IDAHO �o�� �\CENS6 OFF I EXISTING CONDITIONS ~ 761 a REVISIONS s 0410712S o N � �yT P� ENGINEERING g NO. ITEM DATE Fi�� F OF �� ��� 5725 NORTH DISCOVERY WAY /fey D0�� BOISE,IDAHO83713 a PHONE(208)639-6939 kmengllp.com DATE: 4/7/25 0 PROJECT: 24-199 SHEET NO. ~ N S I I , I JOHN McLAUGHLIN BRENT RASMUSSEN ENGLE FAMILY TRUST PROPERTIES NORTHWEST LLC CURTIS YOUNG QUENZER FARMS LP 6045 W. BECKY DRIVE I 6041 W. BECKY DRIVE I 5855 W. BECKY DRIVE 5725 W. BECKY DRIVE 5655 W. BECKY DRIVE I 5180 W. JORDAN LANE R0486000366 I R0486000335 R0486000300 I R0486000270 I R0486000240 I SO433427800 (RUT) (RUT) I (RUT) � (RUT) I (RUT) I (RUT) z w wLd J LLJ - - - - - - - - - - - - - - _tea I W — — — — C, / / - - - - - - - - - - - - - - - - - - - - - - er - - - - - - - - - - - -S89°18'42"E 1318.88, - - - - - - - g - - - - - - - - - - - - - - - - - - - - - - - - - - W W W41 41 IVIV W , ,, --T W Tr, T v,— . � v; ��- W W EIGHTMILE LATERAL W W W W W W W W W W LOT 10 1�,�- � / W _ 91 861 SF, EIGHTMILE LATERAL / lT- T �,— � � —�I— t b —.b— Y—.� mob- —�� �k- —J�Jam_ �Ic —�� �I• �Y- —� �k- —J` �I" +I� �1— 1- 1,— µ- •ice -J• —�I� -�Ir J�J� SIG —`1— y �, �, �, �, �, �, �, / / �• �• �• •� •� •� •� w w w .� .� .� .� w w w .� .� .� .� w w w .� .� .� w w w .� .� .� .� w w �. .� .� w .� �. w w �, .� w w w w .L- w .1 w w w 155' 51' 51' 51' 51' 51' 51 51' ' W 51' 51' 51' 51' 51' S1' 51' 51' 51' 51' 51' 51' W 135' / 01 o LOT fo / 8,687 SF W LL LOT 31 LL LL LL W Lo 7,626 SF Ln 1 LL N N rn N LL �`y�% 1 1 55' `n 0 `1 0 io 01 co 01 io c-1 01 � c1 Ol io Ol r cn � Ln O cn N LLnn N n M n n Ln n l0 n n " LL W 1 / J��� 130' I— � OIt C14 m o Om ~ d o H � o HTT 0 I- 00 C° � o � Tt o o � O co NO o N N NO o Nrn o Ln 00cn a) 25' 00 O � J OM om OM C) m O F- � O F- O O HO O Hp O F- O O H N01 co N01 co 1 N � � Lri Lr J Lri —' Lr J Lri J Lri � LMri � ,M OJ ,m W W JOB O d O� 0 O� O O m 0 O m O O m O � � W 135' \ o LOT 7 Lri `n Lr Lri J Lri J Lri Lr� 0 � W 25' 1 10' \ Lo 6,505 SF Loo W W '�' W W LOT 32 Lo 5,821 SF n 1 130' O M/a 6' 16' R/w51' /W 51' R/W 50' R/W 50' R/W 51' R/W K/w R/W 50' R 50'R 51' W 25'W 51' 51' 51' 51' / /w /W K/W R/W R 51 R/W �w' Rom, 51 R 51K/W 16 36' 110' 1 1 /W R/w R/w R w R R \ I LOT 6 W. PAGOSA ST. 0 6,496 SF �� W. PAGOSA ST. W 30 \ (0 — — — — — — — 919' 5p 484' — — — — — — — — o b LOT 33 5,830 SF Ln 130' /�' 435' �� N LOT 5 5' rn R/W R/W /W R/W R/w R/W R R __R/W �\\\� 1 �� 00 1 N $ 42' 50' 50' 50' 50' 50' 50' R/w R R 6 W 60' 50 M/a 50' a 50' M/a 50 M/a 50' a 50' 50' 43' So s 3 1 10' 6,483 SF 50' 50' ne/a M/H ne/a o �- �,, BLOCK 2 60' 23' 6 O W 8 8 7 60' LOT 34 35' 125' `� 24' 5,866 SF n LL LL LL L1 LL LL .0 , cV N M Ln N Lo N to Ln ^ N N Ln w W LL LL L.L. LL LL LL W O v CO F- � ul O ~ o O F- 0 O F- 0 0 �- 0 O � 0 O � O 0 � O O cIN NN MN � N �N N LL LL o LOT4 O rn O� oo Oo Oo o Ooo OLn Ln o 0 00 Oo o Do o O o0 0o 00 0o 00 0o 00 o Do o � o o � o o � � W 110' I 6,111 SF Lo Ln Ln Ln Ln Ln Ln -' J o J o -j o -j Q1 54' I I Ln Ln Lo Ln c I 1 I ^1 120' LLi W LOT 35 r,� } n 5,850 SF n > N: Q NN �� y y Lu Q 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' W < w w 1 J 1� N w w w w w w w rn y y 0), y y 41 41 � 450' y 41 � y 41 � 50 50' 0 110' w 120' z � 19 BLOCK 3 IV in 400 w J V� V� V� Wl, 4, 4, 4, 4, 4, l, l, l, �I, W 450' `�' `L' l, Y 4, 4, 4, YYY W 4, 4, 4, d, 4, N WILLOW BRIDGE LLC ul Lu I z } 3460 N. McDERMOTT ROAD 1 LOT 2 ;r,I o W 50' 50' S0' 50' S0' 50' 50' Q o 50' 50' m �- LOT 36 1 SO433336093 Cn 5,993 SF Lo N 1� w w y w y y y y y y w y y y y y y y y z 5,860 SF Ln (RUT) o Z 120' aN 00 In �(/) � N Ln n n M LL LL LL L.L 100' .-Zl �' o I- o o � o o � 0 O 0 0 0 O 0 0 � O o `� 0 0 `� 0 o LOT9 37 105' v O 0 O O 0 `� `� ci c-I Ln N N N O N 0 0 O O O O I- p O 1- o O I- 0 O F- o O I- p 0 o O \1, \1, \1, \1 w ✓ o R/W K/W LOT 1Oo O0 Oo O0 Oo O0 00 `r' 5,000 SF Ln 5,985 SF Lo I J Ln J "•) J "•' J Ln J Ln J 'n JLr� J Lri J Lrl \ I '� y y y y W y y y y y y y W y y I 1 MFRE RIVER JORDAN _. 1 MINK RANCH NORTH SLLC 4' 100' 8' 141' W. USTICK ROAD 1 14 120' 8' 8' �— W CO 50433438957 38.5' R/w .. 1 10' �R/W� 6'R5w R/W 50 R 50K 50' 50' 6 LOT 10 W. BERGAMO ST. (RUT) /W R/w0 R 50' R 50' 50' o /W K/W R/W /W R/W K/W ; w y y y y y y y y y y O A R/W R/Yy Q Lo 5,000 SF Lo in Ln �' v v y y y v v +LOT 20 y � y y y y I 7 1 105' � 194' — — —0 534' 110,988 SF W W W W W o 100' W. TELLURIDE ST. co — — — — — — — — _ z O 8' 111 � BLOCK 5 N 4 LOT 2 1 1 W. TELLURIDE ST. �` ;n n 5,646 SF Ln z y y y 4, 4, y y y �. . . . . . y LOT 11 5,000 SF fl W 09 R/W Raw R W R R/W R/5 R/W R/W a/yy R/W /W R/W R/w50' / 50' S0' 50' 50' 50' 50' 50' 50' 100' ' 8' 8� LOT 1 8' LOT 3�' 1 5,963 SF ,�r-4 LnLL o _0 u- LL LL. LL LL LL LL LL LOT 12 5 559 SF u1 1 W O H O O H N M o O N Lo Ln to N ^ Ln 00 N Ol N y �, �, �, y y y �, �, �, .v y y y �, �, �, y y y y �, �, O 0 00 0 0 0 0 0 0 F- 0 0 o 0 0 o O o 5,000 SF Ln 00 m 119' 00 00 0 00 O 00 0 00 O 00 0 ~ o O ~ o o Ho o J JLr� � J o J o JO O0 00 00 0 0 O y y y v y y IV � y y y y w 111' cD Lr1 Lr1 Lf1 Lr1 Lf1 J lrl Lf1 A I �, .i, �, �, W .i, �, �, �, W W �, �, �, �, W 100' M O OI LOT 2 c� LOT 4 LLu I Lo 5,955 SF o 0 5,568 SF N A y y y y y y y y y y y y y y y ZLo 0�1 1 50' 50' 50' 50' 50' BLOCK 4 50 50' 50' 50' 0� o W 150.. 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McDERMOTT ROAD 5,991 SF 8' 8' W W I N o LOT 6 SO433336125 I n' 6' W W 8w Ln Lo 5,585 SF (RUT) I 1 19' S 42 /W50 /W 50 R/W K0w R/W 50' R 50' R/W /W R/W 50' R 50'R/w 19 /W 50' R/W 0' R/W 50' R W 25'W R 50' R 50' /w 0 W A ` K/w R \�j /W R k w R/W. 50' R 19' 1 12' .p\\ B\SQ, a- 1 LOT 5 `�' s�U' o — _ _ 484' 1 _ 485' LOT 7 1 t C° —� 11Lo 5,594 SF Lon 0 5,931 SF '� cO — — — — — — — — '" W. MONTE VISTA ST. W. MONTE VISTA ST. N I I 119' 112' O S6 yw R/W R/W R R/W R/w R R R R /W R/W R/W R/W R R/W R R/W R/w R R a �✓ v, v, 99' 17 1 W W W 45' 50' 50' 50' 50' 50' 54' S� R/w W R W LOT 6 04 W W W 5 19 50' 50' 50' 25 50' 50' 50' 50' 19'- 1 5,922 SF W W W 10' 105' g, g W W W8' o _LOT 8. 1 N n SEE SHEET PP2.1 FOR CONTINUATION V K 0 2 w_ (7 0 0 LEGEND DURANGO SUBDIVISION — — PROJECT BOUNDARY LINE p�C`� �oOENSFO o MERIDIAN , IDAHO Q� SS �� o SECTION LINE LOT DIMENSIONS o — — CENTERLINE ADJACENT BOUNDARY LINE 761 a E N G I N E E R I N G R/W—R/W—R/W—R/w R/w PROPOSED RIGHT-OF-WAY LINE REVISIONS vF�OF of 2oP �� 5725 NORTH DISCOVERY WAY NO. ITEM DATE ReY Do�� BOISE,IDAHO83713 3 PROPOSED LOT LINE F PHONE(208)639-6939 Z — — — — — — — — — — — — — EASEMENT LINE (AS NOTED) meng p.com o COMMON LOT 4/7/25 PROJECT: 24-199 0 50 100 150 COMMON DRIVE LOT SHEET NO. a Plan Scale: 1" = 50' P N S SEE SHEET PP2.0 FOR CONTINUATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOT1 8 � �. �. �. �. �. �. �. �. �. �. �. .� �. �. �. �. �. �. �. .� .� .� .� � LOT 3 13 O� 1i- LL LOT 12 0 5 559 SF LnI 5,963 SF �, 1- LL Ln LL y y y y y y y y y o Ln cV N M N Ln C/') LL L.L .� w w w w w w w W W w w w i 1� O ~ O O ~ Q O O 00 F- 0 0 Q 0 0 O O O Q O Ln 00 Ln Ol 0 O w W W W w w w w w w w w w w w w w w w w w Lo 5,000 SF Oo 00 119' w O 0C 00 0C 0QQ 0 0pQ O 00 O 00 O p0 O 00 0 w w w W w w w w w w w w 111' (6 Ln Ln Ln Ln Ln In LL'j w A I W W w w w W W W w w w W W W W w w w W W 100' > z M LOT 2 �, LOT 4 1 Lo LoA Q O 5,955 SF ` 5B,L5O6C8 KS 7F u"r O � W W W . . 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McDERMOTT ROAD 0 5' K/w R/W R/W K/W R/W R R R/� 119' 50' 50' 50' 25' 50' 50' 50' 50433336125 J/w R/W K/W R/W R R/W R ' R/W R/w R/W R 19' 112' o I I1� 1 1f pF M?��—�F �—R E RIVE R J O —RD A - - N (RUT) MINK RANCH NORTH S L LC LOT 5 W. USTICK ROAD SO433438957485' LOT 75,931 S F Lo 5,594 SF o (RUT) W. MONTE VISTA ST. 119' R/W R/W R R/W R1w R R R R R� R/W R/W aw W. MONTE VISTA ST. 112' 45' 50' 50' 50' 50' 50' 54' , R/W R W R/w R/w R/W R 5 19' 50' 50 50' 25 50' 50' 50' 50' 19"LOT 6 10' 105' 8' 5LOT 8 , W 4 5,602 SF o Nul) o LOT 18 LL LL LL LLO n 5,250 SF118' 25' n n (o ,) LL LL LL O N v LL LL LL oO oo o o 00o 0 c � L- N N �� 112' 143' o o 0 ~ 0 CD 0 0 Oo 0 O o Q o o 0 0 O 00 Lr� Ln Ln Ln JLn 0Ln 0o o po o O0 0o o LOT 7 Ln O C 0 -J Q O L o o LOT 9� 7,164 SF LoW LOT 19 s sW o 5,611 SF 0 I 143' `n 5,250 SF LB > a Q 50 50 50 50' 54 112' -,- -� - - — — — _ o 50 50 50 354'— O 0 50 ,� 41 O o BLOCK 6 J Z w Lnwww . . . . www . . . wwWW . . . . 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N89°19'00"W 870.62' USTICK RD. xVaOL7VOO LEGEND DURANGO SUBDIVISION o �o PROJECT BOUNDARY LINE MERIDIAN IDAHO SECTION LINE Q. LOT DIMENSIONS CENTERLINE 761 ADJACENT BOUNDARY LINE REVISIONS o E N G I N E E R I N GR/W R/W R/W PROPOSED RIGHT-OF-WAY LINE of 0 5725 NORTH DISCOVERY WAY PROPOSED LOT LINE NO. ITEM DATE �F BOISE,IDAHO83713EY DO PHONE(208)639-6939Z — — — — — — — — — — — — — EASEMENT LINE (AS NOTED) meng p.com CURVE TABLE 10 W a CURVE RADIUS LENGTH DELTA CHORD BRG CHORD - - - - - - COMMON LOT DATE: 4 7 25 V PROJECT: 24-199 Cl 220.01' 100.55' 26'11'13" N76'34'28"W 99.68' 0 50 100 150 COMMON DRIVE LOT SHEET NO. a Plan Scale: 1" = 50' PP2. 1 N S I I , I JOHN McLAUGHLIN BRENT RASMUSSEN ENGLE FAMILY TRUST PROPERTIES NORTHWEST LLC CURTIS YOUNG QUENZER FARMS LP 6045 W. BECKY DRIVE I 6041 W. BECKY DRIVE I 5855 W. BECKY DRIVE 5725 W. BECKY DRIVE 5655 W. 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PAGOSA ST. w w w w w -w - SSMH w w w w W�PAGOSA ST. s,`• SSMH A10 ° �x�� 8"s 8„$ g" 8„ �1 - 2- - �80.0' of 8" PVC @ 0.60% - - -340.0' of 8" PVC @ 0.40%- d RIM:2536.80 ' s 8"S 8"s s"$ 8"S s "S 8"S 8"$ 18" ° g"g 8•. 33 / -350.0' of 8" PVC @ 0.40%_ 125.0' of 8" PVC @ 0.60% o DEPTH:13.6' INV IN:2523.27 8" (NE) IN \ ° I V INV OUT:2523.17 8" (S) 45.0' of 8" PVC @ 0.40% AL 0 \ BLOCK 2 SEWER ALIGNMENT"A"- v v O 50.0' of 8" PVC @ 0.40% SSMH Al2 SSMH 67 a u i REFER TO PP3.2 FOR PROFILE RIM:2536.84 RIM:2537.07 SSMH B4 w w Q 1 2 DEPTH: DEPTH:13.6' 4. RIM:2538.84 3 4 5 INV IN:2525.07 8" (E) O8 O9 INV OUT:2523.49 8" (E) DEPTH:17.7' W � � � � � � 3 4 5 6 7 �, INV IN:2521.27 8" (NW) O INV OUT:2524.97 8" (W) O O O O O O INV OUT:2521.17 8" (S) z SEWI W W W O O W W O O REFER OEPP3 2 FORE PROFILE RIM 25 8.63 W OD w N 41 4, ° DEPTH:17.2' W W } 35 ao GI 3 INV IN:2521.55 8" (W) a N GI W WPi W INV OUT:2521.45 8" (SE) W w 0) 00 v'" °, w w w I r r W Pi 0-7 GI + GI �GI 19 BLOCK 3 GNP GI W GI W W ✓ "s w' .° w' d w w= °°w Pi W O W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W L Y Y W W W W y W W W W r W j WILLOW BRIDGE LLC w u)I G o I SEEPAGE BED Q 3460 N. 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TELLURIDE ST. s"s s"$ Is"s s"s 8 "s 8.'s s"SI g 41 W W W W W W W W W W BLOCKS W W W W W W W W W W I 50433438957 N 350.0' of 8" PVC @ 0.40%_ 135.0' of 8" PVC @ 0.60% O SSMH A9 - (RUT) RIM:2536.87 G 1 W W W W W W W W W W W W W W W W W W W W W W W 11 ' y y y y W W W y y y y y DEPTH:14.8'-PI I I SSMH D2 W W W W W W W W W W W W W W W W W W W W W W W y l a INV IN:2522.15 8" (N) W3? L " ` INV IN:2522.15 8" (E) N RIM:2538.85 W W W W W W W W W W W W W W W W W W W W W W a ;, vI INV OUT:2522.05 8" (S) SEWER ALIGNMENT"D" SSMH D1 DEPTH:14.4' W W W W W W W W W W W W W W W W W W W W W W W REFER TO PP3.3 FOR PROFILE RIM:2538.79 INV OUT:2524.46 8" (W) W W W W W W W W W W W W W W W W W W W W W W 3 Oo W DEPTH:15.2' y y y y y y y y y y O LO O1 O O3 O INV IN:2523.65 8" (E) 7 8 9 12 00 o W INV OUT:2523.55 8" W O O I W y W y W y y W W ( ) O _ W W W W W W W W W W W W W W W Ji W W W W W O a @ �� I w w SSMH B3 s I M OO RIM:2540.72 m 2 0- DEPTH:21.0' 4,.,, I SEEPAGE BED O MAILBOX CLUSTER . W W W W W W W W W W W W W W W W W W W W O 0 °O= L INV IN:2519.83 8" (N) U ao GI GI + .GI GI �l61 �. BLOCK 7 I O PI pi PI PI PI PI I SSMH A5 ° INV OUT:2519.73 8" (S) 71 I. + ° SSMH A8 BLOCK 4 I RIM:2539.58 , ° �r N 1 o RIM:2535.94 DEPTH:21.0' ( I SSMH C1 0 0 20 DEPTH:14.9' INV IN:2518.67 8" (W) ) RIM:2541.97 SSMH C2 W O I a O3 N INV IN:2521.18 8" (N) 10 I INV IN:2518.67 8" (E) ICI DEPTH:21.9' RIM:2541.87 INV OUT:2521.08 8" (SE) 12 11 W o INV OUT:2518.57 8" (S) I00J INV IN:2520.17 8" (E) DEPTH:21.3' W tir BLOCK 1 SSMH A6 INV OUT:2520.07 8" (W) INV OUT:2520.58 8" (W) O0 O RIM:2538.71 W I 19 18 17 16 15 14 13 DEPTH 19.5' 19 18 W � . � � 17 SEWER ALIGNMENT"A"- INV IN:2519.34 8" (W) W O O O 16 15 14 13 W ci WILLOW BRIDGE LLC I I a W 60.0' of 8" PVC @ 0.40% REFER TO PP3.2 FOR PROFILE INV OUT:2519.24 8" E W W SEEPAGE BED W W W ( ) SEWER ALIGNMENT' 3500 N. McDERMOTT ROAD O4 I REFER TO PP3.3 FOR PROFILE SO433336125 I I nIF jI IFIF IF (RUT) a r' O SEEPAGE BED \ \ r 1 'IF r w w w w w I I w w w w w w w w w ° - -W. MONTE VISTA ST.- a a �5 350.0' of 8" PVC @ 0.40%- - n+ v 12+A9 s 145.0' of 8' PVC @ 0.40%�� -N Q-" � s"s s"s 8" 8"s 8'Is s' 8.'S - - W. MONTE VISTA ST. 3 14�0 � �7 � 8"S 8"S 1 �i I i W -SSMH A7 8"S 8"S - .•s .0'sof 8" PVC @ 0 40% .s 70.0' of 8" PVC @ 0.60% - 00 i RIM:2536.00 o 0 3 II I DEPTH:15.3' 17 INV IN:2520.84 8" (NW) W { a O b1 ' // INV OUT:2520.74 8" (E) -� W a u N 0 SEE SHEET PP3.1 FOR CONTINUATION 3 0 w Lm LEGEND DURANGO SUBDIVISION a Sip pl A L N z - - PROJECT BOUNDARY LINE o``�5\1�0ENS6 141.` a SECTION LINE MERIDIAN , I DA H O Q� F� o GRADING AND UTILITY PLAN CENTERLINE 761 a ADJACENT BOUNDARY LINE l E N G I N E E R I N G R/W R/W R/W PROPOSED RIGHT-OF-WAY LINE REVISIONS OF/ of/2oP �� 5725 NORTH DISCOVERY WAY N0. ITEM DATE F REY Do�� BOISE,IDAHO83713 3 PROPOSED LOT LINE F � PHONE(208)639-6939 Z - - - - - - - - - - - - - EASEMENT LINE (AS NOTED) meng p.com 0 COMMON LOT DATE: 4/7/25 PROJECT: 24-199 0 50 100 150 COMMON DRIVE LOT SHEET NO. a Plan Scale: 1" = 50' PP3.0 N S SEE SHEET PP3.0 FOR CONTINUATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INV OUT:2522.05 8" (S) ao I SSMH D1J LDEPTH:14.4' + + + + + + + + + + + + + + RIM:2538.79 INV OUT:2524.46 8" (W) + + + + + + + + + + + + + + + + + DEPTH:15.2'INV IN:2523.65 8" (E) Lo co O 12 00 I o O O O O INV OUT:2523.55 8" (W) O O O cfl r*l im .� a © � I + + + + + + + + + + + + + + + + SSMH 63 I M I > > O O + + + + + RIM:2540.72 + rn O2 Q + + + + + + + L DEPTH:21.0' II L INV IN:2519.83 8" (N) I" I I ~ "GI tI G1 BLOCK 7 0 INV OUT:2519.73 8" (S) 0 PI PI PI PI PI PI I SSMH A5 0. 1. 1 + �. .,. �. s,+ I CV o O, + BLOCK 4 PI I I Z- SSMH A8 RIM:2539.58 � I I o -j RIM:2535.94 SSMH C1 0 LL' DEPTH:14.9' DEPTH:21.0' RIM:2541.97 W W o a O3 N p 20 INV IN:2521.18 8" (N) INV IN:2518.67 8" (W) I SSMH C2 + I N 10 I I I DEPTH:21.9' RIM:2541.87 z +8INV OUT:2 8.67 8" (E( I00J INV IN:2520.17 8" (E) DEPTH:21.3' 5 INV OUT:2521.08 8" (SE) 12 11 � o INV OUT:2518.57 8" (S) BLOCK 1 SSMH A6 + I I INV OUT:2520.07 8" (W) INV OUT:2520.58 8" (W) + W O 00 O RIM:2538.71 + + 19 18 17 I O + 19 18 17 16 15 14 13 mm DEPTH:19.5' + f �. j 16 15 14 13 0 + 60.0' of 8" PVC ® 0.40% SEWER ALIGNMENT"A"- INV IN:2519.34 8" (W) a REFER TO PP3.2 FOR PROFILE INV OUT:2519.24 8" (E) + + + �. I I I I WILLOW BRIDGE LLC I O I I Cn O6 3500 N. McDERMOTT ROAD p I ( 'Ii T + 00 SO433336125 ,2 mm MFRE RIVERJORDAN (RUT) Lu o MINK RANCH NORTH SLLC -011 w w w w - w w w w w w �� © W.SO433ICK ROAD w w w W---W-- IL _ - - 350.0' of 8" PVC ® 0.40%- 8 S 8'. '�+ - - 12+00 W. MONTE VISTA ST. 3 4*p O (RUT) z O ,� IW. MONTE VISTA ST. 8" 957 8"S 8'IS 8 145A' of 8 PVC C�? 0.40%�� 8"S .,S 81 S 8 S g ., +28 RUT 8S 8S I o0 SSMH A7 0 of PVC 0.40 0.0' of 8" PVC ® 0.60% 8 RIM:2536.00 R/ r . r� s. ., , 350 8" C @ % 7 DEPTH:15.3' ° . 3 ` 17 + + o I� 71 INV IN:2520.84 8" (NW) o dl I INV OUT:2520.74 8" (E) O vI { a O + I + 18 �' v, I - Iuj i ++ 10 11 12 13 14 15 16 Q o Q� O o p a O w Z ® SEWER ALIGNMENT"C" w 41 Q U REFER TO PP3.2 FOR PROFILE } O 19 ��o- s + 00 Id Id Id - - s -w- z - - � - - I- �- � �.- � �- -•- -+- -,- -•U- -+•- - - - Id - Id Id Id Id Z�00 00 PI + + BLOCK6 W zt + + + + + r + + + + + + + + + + v k �+ + v + v o I PI PI PI PI PI I Pi + PI + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 17 SEEPAGE BED �� + 10 + + + + + TOE -wTOP-v- �Tap w TOP TOP " 'TOP v v v v w w w v IV �v \ v w w w a N 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + >\ Y �Y W L W 20 W W W W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O I c( + + N N89°40'10"W 351 .32' �� + + + + + 16 15 14 13 12 11 10 11 C + + dp�+ IN, -- d01 dol ----- ----- - -d01---�dol \ 60.0' of 8" PVC ® 0.40% d O1 �' `1' + + + + + + + + + + + + + + + d O + + + + ��+ + + I+ 21rn y yIF IF IF + �O I SSMH A4 RIM:2535.49 + + + 12 + + I DEPTH:17.9' s sJL I� INV IN:2517.70 8" (N) 1 I, y I INV OUT:2517.60 8" (SE) w w w N. OURAY ST. w w w / SSMH B2 O 145.0' of 8" PVC @ 0.40% - - �1 2*00 a 22 ' RIM:2540.13 8,.5 g"� + „S 81'S 8"S 8"S DEPTH:22.1' + I+ 260.0' of 8" PVC Q 0.40% _ _ INV IN:2518.13 8" (N) W 100' SKY PILOT + +I I I DRAIN EASEMENT+ 125 I +.l INV OUT:2518.03 8" (SW) W� W W o + + OY + + �+ + I+ + + + +I 23 SSMH A2 O, O �+ I RIM 2536.38 I+ + + + + + + + a �� SSMH 61 f 8" PVC ® 0.40% + + +I SSMH A3 1 DEPTH:19.8' RIM:2538.85 CORM TRACKER I+ + + + + + + I+ RIM:2534.99 I I INV IN:2516.68 8" (W) DEPTH:21.1' o DEPTH:17.7' INV IN:2516.68 8" (E) INV IN:2517.82 8" (NE) EDWARD WOOD I 5900 W. USTICK ROAD " + +o + + + + +I+ INV IN:2517.36 8" (NW) 26 27 28 + INV OUT:2516.58 8" (S) INV OUT:2517.72 8" (W) 6110 W. USTICK ROAD SO433346925 I� + + + +I INV OUT:2517.26 8" (E) (RUT) 00 SO433336305 SEWER ALIGNMENT"B"- + + + + + + + + 24 °D I I REFER TO PP3.2 FOR PROFILE (RUT) M + + I + WIC + + + + + + I� a + + + + + + + + SEWER ALIGNMENT"A" Id Id + o JOHN WARDLE m mm I + + + cam+ + L+ Id Id Id I -z REFER TO PP3.2 FOR PROFILE OFFICE (L-O) �� �\ + a }. 13 5600 W. USTICK ROAD o �� � � �� �� > Q O I SO433438830 P OP TOP o z TOP TAP °D o p BLOCK 7 I (RUT) Z + + + + + + + + + + + + + + + J Z + + + + + + + + + + + + + + + �aA+ + + + + + + + + .0_ wy + + + + + + + + + + c z Q_ y w w w w w v w w w w y p TMI u TOPS. w w + + + + + + + + + + + + + + + + + + + + + + + + SEEPAGE BED + m m • + + + + +41 IV IV IV IV IV '41 + + + + + + + ,. S I I SSMH Al EP EG EP EG EP EG EP EG EP EG EG EG °D RIM:2538.86 -Ep-EP �' DEPTH:23.5' -EP EP EP -Ep INV IN:2515.34 8" (N) CEP ��` - S S - - S - - - - - - - - - - - - - - EP EP EP EP �EP- - EF - EP _ _ - INV IN:2515.34 8" (E) E-Epp EP EP EP / S S S S S S S S S SO S S S S S S ss-s S a ��� EP EP a N89 19 00 W 870.62 s s s -0s s s sps s s s - -s- - -s s s s s s- USTICK RD., EP EP EP EP EP EP EP EP EP EP EP EP EP EP Ep EP EP EP EP EP ErF,o� e EP �e�-EP EP EP EP �e ��EP EP EP EP EP EP �� USTICK RD. g FUTURE CITY OF MERIDIAN SEWER EXTENSION w BY OTHERS(SEE SHEET PP1.0 FOR ADDITIONAL a I INFORMATION AND ASSUMPTIONS) N uu a 0 a O H O 3 0 N O N n a u u N C W 0 3 0 w Lm LEGEND DURANGO SUBDIVISION a Sipp AL N - - PROJECT BOUNDARY LINE o�c`�S��OENSF�c a SECTION LINE MERIDIAN , I DA H O Q� F� o - - GRADING AND UTILITY PLAN CENTERLINE 761 a ADJACENT BOUNDARY LINE l E N G I N E E R I N G R/W R/W R/W PROPOSED RIGHT-OF-WAY LINE REVISIONS �� o, of/ 0 �� 5725 NORTH DISCOVERY WAY NO. ITEM DATE ' REY 66 BOISE,IDAHO83713 3 PROPOSED LOT LINE F � PHONE(208)639-6939 Z - - - - - - - - - - - - - EASEMENT LINE (AS NOTED) CURVE TABLE meng p.com a CURVE RADIUS LENGTH DELTA CHORD BRIG CHORD - w - w w - w - w - w w - w COMMON LOT DATE: 4 7 25 u PROJECT: 24-199 C1 220.01' 100.55' 26'11'13" N76'34'28"W 99.68' 0 50 100 150 COMMON DRIVE LOT SHEET NO. N Plan Scale: 1" = 50' PP3.1 a 2550 2550 �wV) 00 i 00 Co W Z uj r- r In " O O C6 00 2545 00 00 00 - - 00 It 2545 � lf) ln �"00 Z ^ ) = � ZZ 00 '� O N Z W ^ ) N — Q +� NN 00 00 00 v00 -- N � ZZ Z Q +N) N 2 00 ` ': 00 . 00 N F - - LOZ Co 2 N Z Z (�D (D 00 (D 00 ..N — O 0000 2540 �_ » • Co M �, o `° (n F Z Z O 2540 cn � ZZ N '6 N r, r — .OD N Q +n N O O N O N t LO N = N - - O Q +K) N H � � — — N 00 DO ui LO ON N � Z Z .. Z Z / / cn 0 Z Z N .. Z Z — 2535 _ - - _ — - - _ _ _ _ — _ _ - - - — - - - - - - - - - - - - - 2535 2530 2530 2525 2525 220.0' of 8" PVC @0.40% 2520 350.0' of 8" PVC ® 0.40%— 145.0' of 8" PVC @ 0.40% 2520 220.0 of 8" PVC @ 0.40% 145.0' of 8" PVC ® 0.40%-- of 8" PVC 0.40% 310.0' of 8" PVC ® 0.40% 0 2515 2515 60.0' of 8" PVC @ 0.40% CONNECTION TO FUTURE CITY OF MERIDIAN SEWER EXTENSION BY OTHERS(SEE SHEET PP1.0 FOR ADDITIONAL INFORMATION AND ASSUMPTIONS) EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2510 (D (D (D I" r` N N (n N N 00 rn M rn � 00 (D c0 N O 00 O 00 N N I� N O O O O N N � (c� N N Cn 00If) N O O O O O � O O O O Cn 00 (n (D (n (D (n (n 0 00 0) (n (n 00 00 00 00 I� ^ (D (D (D M 00 M r7 to r7 r7 n O M r7 r7 M O r7 M M Cn r7 O n O M r7 r7 a0 n M n ^ r7 O r� O ro ro rn rn rn O in M M r7 � M n M r� M M r� r7 M M rn � M � M M r7 M r7 to r7 N N N N N N N N N N N N N N N '� N N N N N N 'n N u N V) N � N 0 N V) N N LO 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 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 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 SEWER ALIGNMENT A 0 50 100 150 0 5 10 15 Plan Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2550 2550 2545 Z w v ,.N— -� 2545 co 00 W �.. 00 00 w 000 00 �2 �2 O ao r, Co 00 r, uci O00N 00 N N N N (n ri O r7 ' N vi zN Q +M� NN+ro 00 ' ( 02540 ZZ Q +° N �Z 2540O + Q +r7 m— ZNZO > > > N O Z O U) 0_N NU) M > > > > > > co 0 Z Z N Z Z N Z Z 2535 2535 2530 2530 125.0' of 8" PVC @ 0.60% 2525 350.0' of 8" PVC ® 0.40% 255.0, of 8" PVC ® 0.40% X 220.0' of 8" PVC @ 0.40% I a N 50.0' of 8" PVC ® 0.40% a 2520 2520 0 3 0 0 N n a u 2515 2515 0 0 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT Lm 2510 2510 DU RANGO SUBDIVISION SS��NAL F MERIDIAN IDAHO Z M N (r� to rn 'n N 0 m ^ `n 0 ao to 00 t 0 0 0 0 rn ao � ao N oo to rn 'n rn t \'\c E N SF� r) 00 N r) 00 00 O O rn 00 00 00 00 rn s M M (r0j 6 (0 6ul) (Dj 6 raj 00 00 M M (0ff) 6 raj (6 rOj (D raj r j M O M (O M (O M (6 M (6 M (6 I u) L, �ul) L, � u, �ul) L, LO L, M L, M � M 0LO 0Lff)O 0 0to U, to L, M 0to 0to 0to L, M M SEWER PROFILES N N N N N N N N N N N N N N N N N N N N rri N N N N N N N N N N N N N N N N761 a REVISIONS s�O�F/07/2S�o E N G I N E E R I N G g 23+50 24+00 24+50 25+00 25+50 26+00 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 NO. ITEM DATE vF.�,rTF of �� 5725 NORTH DISCOVERY WAY eY Do � BOISE,IDAHO83713 a PHONE(208)639-6939 kmengllp.com SEWER ALIGNMENT A CONTINUED DATE: 4/7/25 PROJECT: 24-199 0 50 100 150 0 5 10 15 SHEET NO. Plan Scale: 1" =50' Profile Vertical Scale: 1" = 5' N P . a 2550 2550 —N v U) cn �- z .� .� v Z _ co _ °o ao wLd oo _ 00 00 M 00 ^ °o ^" a0 00 M � 00 2545 Co w v oo .N oo; N _ M `r' °0 2545 `.`. _ Map r N M N O N N o M 00 •00 L N L N m +� N co +PON m +toN O N C14rN 0000 N m +ON HLO D MZ O M O OKj � ON 00 m +� N H � Z D n 2 NZ O Z ..N — O 2 NZ O c0 � � N 0000 = NZ 0 N — O ^ � — N � > > co c� co O > > to > > m +M N M O OMOtOtD M N �_ > > � Z Z — Jam/ II — - - _ _ (n Z Z N � ? ? ( � Z Z = NZ No N c0 M M N (n Z Z _ — — — — — — — — 2540 Q +MNN - - - _ - - - - - - - � zz o N � Z Z N � Z 2540 2 N — — O — — _ > > > — — — — _ cn o= ZZ z _ _ — - - - - - - — — — — 2535 2535 2530 2530 2525 2525 340.0' of 8" PVC ® 0.40% 335.0' of 8" PVC © 0.40% 2520 — 2520 400.0' of 8" PVC ® 0.40% 45.0' of 8" PVC ® 0.40% 80.0' of 8" PVC ® 0.60% 260.0 of 8" PVC ® 0.40% 55.0' of 8" PVC @ 0.40% 2515 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2512 2512 00 r, It It cM0 MM M 0)M M MM M M M MM M M MM M O O O OLn M 0) 0 O O � OM M NO 00 M 00 M ao ao � M N r 00 c0 M N O Co M MrM Co M 00 M i (o iM 0 Co M r- M MO O O O O p m o a o 0 05 0 0 00 05 00 ap 00 r r r rc0 I- 00 Co Oi a O N N � L M MM M MM M M MM M M MM " M MM N M M M M M M M NM MM M m MM LOM 00 MM 0M � M MM � N 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 N N N N N N N N N N N N N N N N N N N OM� N 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 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 SEWER ALIGNMENT 6 0 50 100 150 0 5 10 15 Plan Scale: 1" =50' Profile Vertical Scale: 1" = 5' 2550 2550 � w 00 2550 2550 00 r- 62545 Z w 00 � 2545 r O 00 c0 rj M N .. CA 0.� _ • O N Or7 N � MO 00 v � � �a0 Oop 0 +Lu � � o L0 � O +MN 00 H U-) O t 00U +� N coLn I� N (V N 2 NZ O m . .. 0000 r- 2 NZ O N N 00NN N N � Z� U � 0) cLM � N N F2545 ZZ o 2545 Q + Z Z N 2540 2540 1 N Cn � Z Z Z = N Z Z O ^\ — — N > > > — N 2540 _ _ _ _ _ _ _ _ _ _ _ — — — — 2540 2535 2535 2535 2535 2530 J 2530 2530 2530 2525 2525 135.0' of 8" PVC ® 0.60% 350.0' of 8" PVC ® 0.40% 2525 2525 2520 2520 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 2520 350.0' of 8" PVC ® 0.40% 2515 2515 X X a 70.0' of 8" PVC 0.60% rn rn Cy) u� �n o ^ 00 00 00 oo °�' 00 C6 00 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT ,` ,' � ,`) ,`) r ,`) r � 0 (V N N N N N N N N N N N N N N N N N N N 3 2515 2515 0 N a a0 La ao M 00 N o 0 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+5000 o M 0) 0) O nj to C M M � N Lr) z N V N � N M N M N Lq N M M N M N M w N N N N N N N N N SEWER ALIGNMENT D 0 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 0 50 100 150 0 5 10 15 Lm Z Plan Scale: 1" = 50' Profile Vertical Scale: 1" = 5' D U RA N G O SUBDIVISION �pNAL ID MERIDIAN , IDAHO �o�`�S��cENSF�c/'LFF SEWER ALIGNMENT C SEWER PROFILES 0 50 100 150 0 5 10 15 761 REVISIONS s 04/07/25 0 a Plan Scale: 1" =50' Profile Vertical Scale: 1" = 5' �yT P� E N G I N E E R I N G g NO. ITEM DATE Fi�� F OF �� ��� 5725 NORTH DISCOVERY WAY /fey � BOISE,IDAHO83713 a PHONE(208)639-6939 kmengllp.com DATE: 4/7/25 0 PROJECT: 24-199 SHEET NO. N S 1.5' ACHD 1.5' ACHD SIDEWALK 60' RIGHT—OF—WAY SIDEWALK EASEMENT EASEMENT 0.5' 16.5' TBC—CL 16.5' CL—TBC 0.5' 7' 9' 9' 6.67' 8' PLANTER 5' SIDEWALK 3:1 MAX. 5' SIDEWALK 8' PLANTER PARK LANE THRU LANE THRU LANE PARK LANE SLOPE TO EXISTING // // j,/ 1' LANDING, TYP. \ /�\ 3 ROLLED CURB 6" VERTICAL CURB 25' OF ASPHALT PAVEMENT AND GUTTER, TYP. AND GUTTER, TYP. 4" OF 3/4"—MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 14" OF 6" MINUS PIT—RUN SUBBASE 60' ROW LOCAL STREET SECTION SCALE: NTS NOTE: PAVEMENT SECTION SHOWN IS PER GEOTECHNICAL REPORT RECOMMENDATION. FINAL STREET SECTION TO BE APPROVED BY ACHD. 1.5' ACHD 1.5' ACHD SIDEWALK 60' RIGHT—OF—WAY SIDEWALK EASEMENT EASEMENT 0.5' 16.5' TBC—CL 16.5' CL—TBC 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER PARK LANE THRU LANE THRU 'LANE PARK LANE 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING // // / /// 1' LANDING,TYP. A \�\ �\ 6" VERTICAL CURB 6" VERTICAL CURB AND GUTTER, TYP. AND GUTTER, TYP. COMPACTED SUBGRADE 3.0" OF ASPHALT PAVEMENT 6" OF 3/4"—MINUS CRUSHED AGGREGATE BASE 18" OF 6" MINUS PIT—RUN SUBBASE 60' ROW COLLECTOR STREET SECTION SCALE: NTS NOTE: PAVEMENT SECTION SHOWN IS PRELIMINARY AND PER THE GRAVEL EQUIVALENT METHOD, AS DEFINED IN SECTION 500 OF THE STATE OF IDAHO DEPARTMENT OF TRANSPORTATION (ITD) MATERIALS MANUAL. FINAL STREET SECTION TO BE APPROVED BY ACHD. 0 a X X a N uu a 0 a O H O 3 0 N O N n a u u N C W 0 3 0 w Lm DU RANGO SUBDIVISION SS��NAL £N , IDAHO MERIDIAN ��CENSF�c/2FF� M STREET SECTIONS 761 REVISIONS '�'OW07/25 0 g E I E E R I NO. ITEM DATE Fi�� F OF �� ��� 5725 NORTH DISCOVERY WAY N v qT P� /fey 0 BOISE,IDAHO83713 a PHONE(208)639-6939 kmengllp.com DATE: 4/7/25 0 PROJECT: 24-199 SHEET NO. N S