Loading...
CC - Preliminary Plat Updated NEIGHBORING PARCEL INDEX PRELIMINARY PLAT NOTES SHEET INDEX -J E MCMILAN RD 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS Q APN SUBDIVISION SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN SHEET NUMBER SHEET TITLE CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE KINGSTOWN SUBDIVISION >_ R1798150920 DELANO PERMIT. 01 COVER SHEET m R1798150880 DELANO 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A 02 EXISTING CONDITIONS N MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHEDPRELIMINARY PLAT R1798150860 DELANO NORMAL GROUNDWATER ELEVATION. 03 PRELIMINARY PLAT o SITE o 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE R1798150840 DELANO MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY R1798150820 DELANO OF MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. A PORTION O F THE S E O F SECTION 32 , TOWNSHIP 4 JASMINE LN 4 ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY R1798150800 DELANO . PRELIMINARY PLAT DATA 4 0 0 DESIGNATED TO HAVE A TEN (10) FOOT PERMANENT EASEMENT J J R1798150780 DELANO FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS EXISTING ZONING: RUT NORTH RANGE 1 EAST N.TS. O R1798150760 DELANO OTHERWISE DIMENSIONED. PROPOSED ZONING: R-8 (n 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS bi R1362650800 CHAMPION PARK NO. 3 TO BE DETERMINED WITH FINAL PLAT. GROSS ACREAGE: 8.20 AC MERIDIAN , ADA COUNTY, IDAHO R1362650580 CHAMPION PARK NO. 3 6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR NET ACREAGE: 8.20 AC DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT R1362650570 CHAMPION PARK NO. 3 OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN NUMBER OF BUILDING LOTS (PHASE 1): 17 E USTICK RD R1362650560 CHAMPION PARK NO. 3 IRRIGATION/DRAINAGE ENTITY. NUMBER OF COMMON LOTS (PHASE 1): 4 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, TOTAL NUMBER OF LOTS (PHASE 1): 21 OWNER/DEVELOPER CIVIL ENGINEER/ LAND SURVEYOR R1362650550 CHAMPION PARK NO. 3 RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL MADDYN HOMES L.L.C. LAND PLANNER VICINITYMAP OPERATION AGRICULTURAL FACILITY OR EXPANSION THEREOF IDAHO SURVEY GROUP LLC. R1362650545 CHAMPION PARK NO. 3 NUMBER OF BUILDING LOTS (PHASE 2): 8 PO BOX 1613 ' SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY 9955 W. EMERALD ST. TJN, RIW, SEC. 26 R1362650525 CHAMPION PARK NO. 3 CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NUMBER OF COMMON LOTS (PHASE 2): 3 MERIDIAN, IDAHO KIMLEY-HORN AND ASSOCIATES, INC. BOISE, IDAHO 83704 0 NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION TOTAL NUMBER OF LOTS (PHASE 2): 11 PHONE: (208) 571-3344 1100 W. IDAHO STREET PHONE: (208) 846-8570 z R1362650510 CHAMPION PARK NO. 3 CONTACT: KYLE ENZLER FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT SUITE 210 CONTACT: MICHAEL BYRNS, PLS R1362640860 CHAMPION PARK NO. 2 A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE MINIMUM LOT SIZE (SF): 4,000 SF BOISE, IDAHO 83702 R1362640850 CHAMPION PARK NO. 2 PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A AVERAGE LOT SIZE (SF): 8,855 SF PHONE: (208) 906-3871 NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT RESIDENTIAL GROSS DENSITY (DU/AC): 3.05 DU/AC CONTACT: TELLER BARD, PE R1362640840 CHAMPION PARK NO. 2 OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL R1362640830 CHAMPION PARK NO. 2 FACILITY OR EXPANSION THEREOF." 8. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS R3581510240 HERITAGE NO. 2 SUBDIVISION. R9846850340 ZEBULON HEIGHTS NO. 2 9. LOTS 1 AND 11, BLOCK 1; LOTS 1 AND 11, BLOCK 2; LOTS 1 AND LEGEND 7, BLOCK 3 ARE COMMON LOTS TO BE OWNED AND MAINTAINED R9846850330 ZEBULON HEIGHTS NO. 2 BY THE JASMINE LANE SUBDIVISION HOMEOWNERS ASSOCIATION. PROPOSED SECTION LINE R9846850320 ZEBULON HEIGHTS NO. 2 THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET PROPOSED CENTER LINE O R9846850310 ZEBULON HEIGHTS NO. 2 EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, - R9846850290 ZEBULON HEIGHTS NO. 2 AND LOT DRAINAGE. 10. LOT 2, BLOCK 3 IS A COMMON DRIVEWAY LOT TO BE SHARED BY PROPOSED SWALE z R9846850280 ZEBULON HEIGHTS NO. 2 LOTS 3 AND 4, BLOCK 3. R9846850270 ZEBULON HEIGHTS NO. 2 00 PROPERTY BOUNDARY ^ Q co R9846850260 ZEBULON HEIGHTS NO. 2 V Uco I - - - ROAD RIGHT OF WAY o N Q - - - - LOT LINE o `V z � ■ ■ � ■ ■ � PHASE LINE c 0 N o EASEMENT N w00 S PROPOSED 8" SEWER u 0 0 x NW CORNER OF THE SE I i W PROPOSED 8" WATER (3' COVER) ■ N OF SEC 32, T4N, R1 E. 0STORM m S89°54'09"W X EASEMENT WATER INFRASTRUCTURE @ � m° 90.32' iR 89°39'12"W 903.13' • / - IR _ N89°39'12"E 1754.03' / _ PROPOSED CURB Y -- I �JI JI II N a ~ 0 � > w � N ® PROPOSED STORM DRAIN MANHOLE z N89°54 08 E 1 ; I NE CORNER OF THE SE m m 2563.50' I I I I I BLOCK 1 1 I I 2 1 1 W I 3 4 OF SEC 32, T4N, R1 E. ❑O PROPOSED CATCH BASIN o z o N 10 8 7 6 5 4 3 = w w Y S13°05'48"E 1 g I I I I I I I I W I i / / PROPOSED SEWER MANHOLE Q Q CD 3: LLj a w 107.13' V' I N U U w ft� _ � � PROPOSED FIRE HYDRANT (n (n � � U 0 Li = _ ® PROPOSED GATE VALVE wU / . /q\ SIDEWALK RAMP J wo S29°45'48"E E EAGLE VIEW CT. Q aV) 43 31 STORM DRAIN CL �Q �. = i " • •4• 3 QBLOCK 3 PROP. CATCH BASIN S \ / 12 EXISTING CATCH BASIN a J S3 I Z 5 's. } o Y �2R�,' / � I 6 1 � I 2, SS EXISTING SEWER MAIN � A82, \ \ 13 40 4 . • / / W EXISTING WATER MAIN W J O o? 1/w� \ CL - - 5 i� EP EXISTING EDGE OF PAVEMENT W = z (o) ULd 3 "yj,NF / EGR EXISTING EDGE OF GRAVEL ROAD = T wm S65°26'48"E_/ sr , / o X X- EXISTING FENCE I cn N= 111.01' _ .. ° _c' 2 Z OP EXISTING OVERHEAD POWER Z Z O H U \ / / O I , I 'L �Z LJJ Cl 6 EXISTING GAS LINE (/) > 0 IN z BLOCK2 O 0 > O OU n CD C=.J o Q "V6 �/ �/ 7, LLJ Q CO 4 z Q l / / / ,c p8 48" ZQ $ m U oNNo / F283> Q �Q2� •. / 0 o>> / 4 / g To (n x� 7 W J Z O >o~m 10 47' PROP. C)mwz m D¢Z oo I R/Wa-N 2048"E p92 IoZQ z¢ SI N O s 00 6,4 8 16.5' B/C 16.5' B/C Z I N1607'46"E Y o= 11�G,Q 50.91' I 1 0000 0 F / 1 5' 5' 1 .E x w¢ S63 E. S/W S/W l�w l� p34(9', _ _ _ _ 2% 2% - - - a� NORTH F — �— —� _=I I I= I—I I I - _ _ 0 0 3 I —_ _ _ FOR REVIEW ONLY 0 o N~ ��s?' I I_I=III=III III—III—III _=I = I I=III—I 0'-6' 10'-18'-I I I=_—III—III—III—III=III=_I I NOT FOR CONSTRUCTION C� XL 0 m Q 3 III—III= PROP. 3"= I 1=III=III=I 11= ______ — I—III=III=I =PROP. 3" -III—I I ' Kimley>>>Horn o a W I I I—I I I ROLL CURB I I 1=III=III—III=1 =III=III=III=1 —I I1 11—I I I—I I I—I I ROLL CURB-III—III- c o W GRAPHIC SCALE IN FEET %p �,o a I ' '— _ _ PROP. _—_— _ I- x z 0 0 30 60 120 I I—I I I I I I I I I=I I I— I I= PROP. I I I �—I I I— I I—� WATER I I— I I—I I —III—III III i I ENGINEER T. BARD c c \ III I III—III—III—III— SEWER—I I I—III—III—I I I—III—III I I I—I I I—III—I I I—I I I—III=I I PE N0.19946 DATE 04 22 N ,III—III=III—III—I I 1=III=III=III=III=III=III=III=III=III=III=III=III- 0 0�o I I I I I I III III III 1111;,111—III—I I I—III, I I I I—I I I—III—III—III PROJECT NO. o�o x�U �W ' II-11 ,.I�IIIII ,;, 11— III_,;,II — II—� - N oa \ STANDA(SECTION A) RD LOCAL STREET III—I � ' 291510002 N DRAWING NAME /0 _w o a N.T.S. ->o w& 0002-PP-CVR UI x a- X ..U- _cV) 0 O_Li�Z iW oQ 01 OF 03 �=a Y X�-O N W H Q m I , m Oo n/ X .•I W I QX z o_ o X X X I X I W V) IR Z IR IR IR IR N89°39'14"E-903.13' IR �R X TOB N89*54'09"E-90.32'—• X — `Y( — — X X X X X EX. FENCE �/ 211 211 �I ul o � i O EX. IRR ! o LO ! SEE TREE MITIGATION PLAN AND PRELIMINARY LANDSCAPE PLAN \ ! o\ SEE TREE MITIGATION PLAN AND ! O , Q FOR TREE SALVAGE/REMOVAL • l0 0 N\ PRELIMINARY LANDSCAPE PLAN ! O • LA FOR TREE SALVAGE/REMOVAL ! Q O • • O ! O O o N29°40'23"W o ! Q . . • .. :. O 43.05 f EX. IRRIGATION DITCH ! .• . a• O O TO BE REMOVED WITH ! :a ; •' •• . . PHASE 1 tl m .• w Ln NS Q p ^ Q 00 00 EX. IRRIGATION DITCH ° ® ! • ® o �o o sst9 TO BE REMOVED WITH ! O ® • o ' C m z o PHASE 1 • Q Q O z co N ® O I o (D N ® EX. RESIDENCE _ TOB "' ® • ' TO REMAIN O o_ w CO + In m :5 U O . 00 Ln .07• ® V) � I O o W Q� m N TOe EX. BUILDINGS TO BE •, O Q m m co REMOVED WITH PHASE 2 ° fTl �O �> 0 m p N /Vg6, Q EX. FENCE • Ld L, z z Ld Y U) w �QQ a m / o U) U) ooC) o �, OeW / . . . . . • KZ / . „ • EX. POND AND ,J ow ,� �' LANDSCAPING TO BE © �019 i ! a REMOVED WITH PHASE 2 J Wo Q� ' / ' �< ! O O ! oCL ao \ ® m 3z } o `�/ N�8 20'48»w 160. Z W �1 .92' © , EX. DRIVEWAY TO (� -i ' �X _ Q Q ? � F BE REMOVED WITH m m z U Q J � R PHASE 2 r o � J zm s O W _ as 46 8 X / w W J Nip° � _ CL 00 "W ! lR 12�.S2 U lz W wm • 0 w= FAR w Z U Z /R O U N63 d� I � 0 Uj — — p3'LL N _o �0 48'w S16°15'08"W z 0 Z a ��52, 51.22' FLd N �o m c za �- - -- — U W= �'2► N W N UI Of W . 3 N� w Z WY 2 d Ur U ~m W wo O Za N Zo /N)^ 0 az s \ V O O N/ as Z z O Z O w� YKQ T W N 0 =K O p O F F N Q N W wZw a- d F 0 z K o �3 NORTH FOR REVIEW ONLY 0 a-oo NOT FOR CONSTRUCTION �mo. c�Q� N,z KimleyA Horn W 0 ZO GRAPHIC SCALE IN FEET ENGINEER T. BARD o�00 00 0 20 40 80 PE NO.19946 DATE 04 22 ,>__ I I == N Z 003o 0 0 W z PROJECT NO. F)0-F� XO 291510002 rn j o� N N K DRAWING NAME >0 zo 0002-PP-EC UI�Ljw �Q- X ..U— r(nOo a L�o z /w Na 02 OF 03 X_0 Y X r O w Q 0 m TIE INTO EXISTING WATER LINE N89°54'09"E I z 90.32' O V) N89°39'12"E 903.13' I _ - - - - - - - - - > Lu 90, 63' 63' 63' 55' I 51' I 55' T 51' 55' 16' I 65' 143' 177' � I _ I � I L4 BLOCK 1 1 I 1 o I `_ 0 10 01 8 0l 7 01 6 0 5 0 4 0 3 0 2 00 1�1 I �T 3 / c`ri I N �I o` 9 PH1-02 q I > > ° I o �1 INV IN: 2605.58 I I PROP. WATER (' Q Q Q / w_ I PH1-03 INV IN: 2605.58 SERVICE TYP. i I = _ / INV IN: 2607.49 INV OUT: 2605.481 I PROP. FH I I �� j I i a � INV OUT: 2607.39 _ _ ` 55 51' 55' 51' 55' z 1 c I PHASE LINE / �. L7 � � 63 63 I �S / E EAGLE VIEW CT. - "W 8"W 8 W NV 106 2606.57 / 181 LF OF 222 LF OF INV OUT: 2606.47 x S29°45'48"E / 8 S- 8" PVC 9- .00% 8 8 S 8" P �.40% I 25' 43.31' �. lbw _ �, L3 / �� 4 0 v (q(q, /�° L6 f '�1 // L5 vv I BLOCK 3 / SIGHT DISTANCE `SO EASEMENT \ d PROP. 8 C900 PROP. SEWER \ 1i 00 0 12 57 LF OF v WATER LINE SERVICE TYP. N I \ / \ 00 I / \ 75 LF OF 8 PVC C�? 2.29% 2 / 5 8" PVC C�? 1.00% PH1-01 \ o I o I 00 PH1-04 �_ cs �00, INV IN: 2604.17 r 1 6 '.�� INV OUT: 2608.24 SS _ 3° 11 BLOCK 1 INV OUT: 2604.07 PH1-07 13 \ INV IN: 2607.00 �' PROP. FH F PROP. FH 4 \ INV OUT: 2606.89 S / �z o l 07, \ / C3 '9 5 `� z 100, PROP. SEWER w N �•-�� 2Sc,co 129 LF OF 22' - 40 SERVICE TYP. o o w ,� 8" PVC @ 0.40%\ ,� 35 LF OF „ / I o 14 v / 8 PVC @ 2.44% 49' PROP. 8 C900 \ �0 3 \ PH1-08 WATER LINE PI -12 S6S° gs 0 / INV IN: 2610.37 / 4 , INV IN: 2607.96 44'F INV OUT: 2607.86 8 INV OUT: 2610.27 ��� o ■ m 1�226 231 LF OF F✓qs''w CIS / / o .o TIE INTO EXISTING ° / 700' / / L2 \\ C, SANITARY SEWER \ / 1 8,S C2 I o z 0_ o / 6 ^II p � z >- �PROP. WATER BLOCK:2] 7 SERVICE TYP. > m m � / A. ^ / C", w o / w w z z Y V / 4 LF OF S66 CO 08' -2 - - / 8 / 8" PVC6C�? 1 00% ��� 'S9' I v v w o z Q z Q � � � 48F2 oo � o w z / 9 Q l _ 9 INV OUT: P2 11 0� � � PROP. F� � / a J CL EX. TURNAROUND 76' 30 10 / EASEMENT S7g Uo yy 204g �gp975, i 2 � Z wo s / "~ S,p 46 48 QQ co /� / �, of J -0o J Q Q,Zm ll F 12�� 49, / `-I W :2 o PARCEL AREA TABLE PARCEL AREA TABLE PARCEL AREA TABLE CURVE TABLE U)U3 L m LOT NUMBER BLOCK NUMBER LOT AREA(SF) LOT AREA(AC) LOT NUMBER BLOCK NUMBER LOT AREA(SF) LOT AREA (AC) LOT NUMBER BLOCK NUMBER LOT AREA (SF) LOT AREA (AC) CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT 3 oin �_ 1 BLOCK 1 1,416 0.03 1 BLOCK 2 22,871 0.53 1 BLOCK 3 12,946 0.30 C1 50.00 49.62 S61°1318 W 47.61 56°51 48 27.07' 48 F j Z Q Z *s o 2 BLOCK 1 5,500 0.13 2 BLOCK 2 4,000 0.09 2 BLOCK 3 2,266 0.05 C2 50.00' 74.23' S9°44'26"E 67.60' 85°03'40" 45.87' �s2, �39 0 z Q w ,N16°07 46 E N 0 0).FZQ C3 50.00' 96.88' N72°13'12E 82.42' 111'01'04" 72.77' \ 50.91' 3 BLOCK 1 5,056 0.12 3 BLOCK 2 4,004 0.09 3 BLOCK 3 14,285 0.33 J N Z o0 V�� o u Z Q C4 25.00' 31.83' S53°10'56"W 29.72' 72°56'33" 18.48' \C1 W W N�W o 4 BLOCK 1 5,500 0.13 4 BLOCK 2 5,238 0.12 4 BLOCK 3 58,942 1.35 \ U=Z Q C5 236.50' 60.16' N16°16'38"E 60.00' 14°34'28" 30.24' m Q:� M 0 1 v)z 5 BLOCK 1 5,100 0.12 5 BLOCK 2 5,578 0.13 5 BLOCK 3 13,878 0.32 N o L= C6 283.50' 18.24' N21°43'26"E 18.24' 3°41'13" 9.12' (� o>w 6 BLOCK 1 5,500 0.13 6 BLOCK 2 4,000 0.09 6 BLOCK 3 8,541 0.20 W J C7 283.50' 61.56' N13°39'36"E 61.44' 12°26'26" 30.90' Z o o r 7 BLOCK 1 6,300 0.14 7 BLOCK 2 10,972 0.25 7 BLOCK 3 7,285 0.17 Zm a-m W Z C8 60.00' 70.71' S33°46'29"E 66.69' 67°31'08" 40.11' \ 1 1 �O 8 BLOCK 1 6,300 0.14 8 BLOCK 2 10,743 0.25 o zQ C9 126.50' 83.94' S46°54'30"E 82.40' 38°01'01" 43.58' \ H o0 9 BLOCK 1 6,874 0.16 9 BLOCK 2 10,007 0.23 Oza ° � ° " o Q Q o C10 126.50 83.94 S46 54 30 E 82.40 38 01 01 43.58 QQ 10 BLOCK 1 12,114 0.28 10 BLOCK 2 10,022 0.23 LINE TABLE Z o N Z o C11 123.50' 78.24' S46°02'56"E 76.94' 36°17'54" 40.48' o Qf LINE LENGTH BEARING Y 0 W N 11 BLOCK 1 5,163 0.12 11 BLOCK 2 5,001 0.11 ° ° „ L X= C12 76.50 39.22 S42 3519E 38.80 29 22 38 20.05 6 ,= 12 BLOCK 1 5,265 0.12 L1 121.20 S27°53'59.37"E w Q C13 173.50' 48.35' S35°53'02"E 48.20' 15°58'06" 24.34' 2 m"w L2 213.06 S67°21'05.17"E o I �� 13 BLOCK 1 4,000 0.09 C14 173.50' 56.73' S53°14'05"E 56.47' 18°44'00" 28.62' 0 00 3 L3 72.29 NO°00'54.00"W NORTH FOR REVIEW ONLY Q o w 14 BLOCK 1 4,085 0.09 C15 173.50' 14.38' S64°58'35"E 14.38' 4°45'00" 7.20' NOT FOR CONSTRUCTION C� x o 0 o L4 123.50 NO°00'54.00"W Z- N I-- CURVE TABLE ° Kimley*Horn a)0 a w L5 434.59 S89 3912.18 W c o W m GRAPHIC SCALE IN FEET E o 0 o CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT L6 434.59 S89°39'12.18"W 0 20 40 80 ENGINEER T. BARD PE NO.19946 DATE 04 22 I N== C1 100.00, 108.93' N59°06'19"W 103.62' 62°24'39" 60.58' L7 26.50 SO°20'47.82"E N o to 0 0 0� L8 81.65 N23°3402.12E C2 150.00' 103.28' N47°37'32"W 101.26' 39°27'06" 53.78' PROJECT NO. ow Z m W w C3 36.50' 42.90' N33°41'00"W 40.47' 67'20'11" 24.31' 291510002 rn 10� %N~� C4 260.00' 108.52' N11°36'37"E 107.73' 23°54'50" 55.06' DRAWING NAME o zo 0002-PP-PP oW[if UI X M a- X ..U- -c 0 /W NQ 03 2, YXF-o OF �