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PZ - REVISED Preliminary Plat a a PRELIMINARY PLAT NOTES E MCMILAN RD Q NEIGHBORING PARCEL INDEX SHEET INDEX w 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 R1798150840 DELANO 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE 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 1 O F SECTION �� , TOWNSHIP 4 j JASMINE LN j 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 ,, 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 v1 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS Lu 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): 18 E USTICK RD I F R1362650560 CHAMPION PARK NO. 3 IRRIGATION/DRAINAGE ENTITY. NUMBER OF COMMON LOTS (PHASE 1): 4 OWNER/DEVELOPER CIVIL ENGINEER/ LAND SURVEYOR 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, TOTAL NUMBER OF LOTS (PHASE 1): 22 R1362650550 CHAMPION PARK NO. 3 RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL MADDYN HOMES L.L.C. LAND PLANNER VICIN/TYMAP 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. T3N, R1W, 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 FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT CONTACT: KYLE ENZLER 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): 8,530 SF PHONE: (208) 906-3871 NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT RESIDENTIAL GROSS DENSITY (DU/AC): 3.42 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 12, 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. R9846850320 ZEBULON HEIGHTS NO. 2 THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN — — — PROPOSED SECTION LINE 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 E PROPOSED SWALE z R9846850280 ZEBULON HEIGHTS NO. 2 LOTS 3 AND 4, BLOCK 3. R9846850270 ZEBULON HEIGHTS NO. 2 00 PROPERTY BOUNDARY ^ Q 00 R9846850260 ZEBULON HEIGHTS NO. 2 0 - - - ROAD RIGHT OF WAY cn o N Q - - - - LOT LINE z a \Y■ ■ ■ ■ PHASE LINE z u N O EASEMENT _ F_ r Oo N w � 00 S PROPOSED 8" SEWER u 0 0 NW CORNER OF THE SE I i x W PROPOSED 8" WATER (3' COVER) ■ N 4 OF SEC 32, T4N, R1 E. m 6 ' X STORM RMEN WATER INFRASTRUCTURE L m0 S89`54 09 W 90.32' - - - IR - IR - S89°39'12"W 903.13' IR _ N89 3912 E 1754.0 ' - PROPOSED CURB o Y m N cD LU � m N �, PROPOSED STORM DRAIN MANHOLE II zo J 0 N89 54 08 E ; I� NE CORNER OF THE SE z m m 2563.50' I I I I = OF SEC 32, T4N, R1E. PROPOSED CATCH BASIN > o m 3 w o11 g 8 7 6 5 4 3 2 1 1 � 1 / w w z z y S13°05'48"E f\ I I I I I BLOCK 1 1 I I I W 1 1 i / PROPOSED SEWER MANHOLE Q Q N Q w 107.13' 10 Q) N w N PROPOSED FIRE HYDRANT N 010 0 ) U i O Q _ - - _ - - - - - - - A di1 ® PROPOSED GATE VALVE W \ / E EAGLE VIEW CT. SIDEWALK RAMP Q S29`45'48"E ` / J 43.31 / -- 1 4, PROP. STORM DRAIN CL BLOCK 3 Z / a PROP. CATCH BASIN o S� \\ / // 13 / _' EXISTING CATCH BASIN Q J I 5 2! I 6 I I SS EXISTING SEWER MAIN z wo F 12 14 4 0� 76g� N W EXISTING WATER MAIN J o m 2' �(/ W J �V J 5Lo EP EXISTING EDGE OF PAVEMENT _ _ W 2 OD �. �- 15 O `�' I I I \ V ,� E 14 �� EGR EXISTING EDGE OF GRAVEL ROAD W Q /� M/�/ o E — 0m S65°26'48"E � / Sj. O / �- X X / EXISTING FENCE E m= 111.01' - Y =� 2 �� I Z OP EXISTING OVERHEAD POWER Z / W Q � zQ 1 ,:� c 6 G EXISTING GAS LINE (� > 0 0 o Q S66. w N Z 7. OLd Q / /' 1 / �c �8 48�, Z� �� 8 \ m U z jo » � � / 4 . l �g TO N W 7 m � W J 3 NY / 0 Y Z r zm / 10 J 47' PROP. Z a- Z)o S7g 20'4 s R/W O a- a E 16 Y \ I Z Q 0 92 � N \ \ o ,<¢ s S7p \ a-, Z 6 48"E- 16.5' B/C 16.5' B/C I Z CL 2 w X 2, < �2i•S2 _ / Y I I 6 00 05 o x I 5' S' � ? E w a S ;\ w i�303, S/W S/W 0 o Z� NORTH �8\ F N16°07'46"E ___ — _____ - - - 00-3 _ _ _ _ _ _ _ _ _ _ _ Q O�� �$2, •50.91' I �=III—III—III—III II - I—I I I—I I I—I I I—I I I—III-1 FOR REVIEW ONLY C� x oo I I F—I I I=I I I 111-111—III=_1 = I I=I I I—I 0'-6' I 10'-18°-� =1I=—�I I—III—I 11—III d I I—I I NOT FOR CONSTRUCTION M I I= PROP. 3"= I I=III=III=III= _ _ _ I=III=I I Mi =PROP. 3" . aw =1 _=III ROLL CURB I =I I I=I I I, ,I I I= =III==III=1 P1-11 ROP.1 —I I = I=I I ROLL CURB-III�I I Kimley*Horn .�o z GRAPHIC SCALE IN FEET '� �A °.� III—III III III—III—III= PROP.=III—III—III—III I I - �—III—III—III III—III—I 1 N x o 0 0 30 60 120 _ _ _ _ WATER= ENGINEER T. BARD 1 I, I I I I—III—III—III—SEWER—I I I—I I I=III—III=III—III—III—III=III—III=I I I I PE NO.19946 DATE 04 22 —II—II— I I—III _III_III_III_III_III- 0 0�o —� I I�I I I—III—III—III. III , ,III-1 I I=III-III I I III=III=III=III=III I�,I I I- PROJECT No. 0 o W ' I=1 I Ed I I—I I I—III— III , I I I—I I I—I 1I- F)a-F III—III—�'' III i I 291510002 o x=¢ iN (SECTION A) Ww 0� STANDARD LOCAL DRAWING NAME — F � N.T.S. 0002-PP-CVR '-o owe UI x a- x ..U- _c(non /W N Q 03 �_, OF Y X F-o a a Q IN w Q 0 L m I oo I `�' ui Z ° I I uiI OQ I I x zz cn X X I x I�I Lu I Z TOB I I I IR N89°39'14"E-903.13' I IR IR R X N89`54'09"E-90.32'—• X — 1 ,X X X X X EX. FENCE �/ 2�I 2�I 211 \ Q 0 • Q EX. IRR • o LA 0lz • SEE TREE MITIGATION PLAN AND • PRELIMINARY LANDSCAPE PLAN-----,*\ • 0 SEE TREE MITIGATION PLAN AND • O • © FOR TREE SALVAGE/REMOVAL • to PRELIMINARY LANDSCAPE PLAN • Q \ w� FOR TREE SALVAGE/REMOVAL • Q O • O O 0 N29`40'23"W o • O ° . .•'°.,u• Q 43.05 f „ EX. IRRIGATION DITCH • •' •• _ .� TO BE REMOVED WITH • % ; •' •• ". ° PHASE 1 O ` . m • °"• :° 0 z • • ° •" p ° • ^•k • ." ° •° . •• VC7y U7 W Ln S O < 00 Q CO R7 1O s O) ^ u� O 00N/ Q Q EX. IRRIGATION DITCH o • ® • ® o o �6'st TO BE REMOVED WITH • •• o ' m �z o Q N PHASE 1 • O ® Q Q 0 z m " \ ® © N O ® EX. RESIDENCE o) _ ° o TO REMAIN O o w cn 00 •\ •' , A • • • om U o 10 o Y s 26 ^ram 4 v> o m 4 8''1,1, >>I TO 000 � O 0 � o � I O - I=, m N • � z cj OB EX. BUILDINGS TO BE 0 Q Q REMOVED WITH PHASE 2 &o o m o /V6 p EX. FENCE • ,1, ,1, z z Y / 6` , 0 U W 48>>�V 28 • O 0Ld (n (n o o U o 4' B • Ld . . • EX. POND AND ® w • LANDSCAPING TO BE O �O10 • • w �% °. ••"' REMOVED WITH PHASE 2 J a� • p O • o CL Z �/ �/ \ m Z UO �/ YY • lw ` oY W 160 9 — _ Q EX. DRIVEWAY TO — (� �' Q' \/2 �X _ Q © • Q BE REMOVED WITH m m z R _ X� / f PHASE 2 00 o • CL a= by _ 12j s2, X / 0 Q L) _ / I z cl_ WLd m \ �0 • E w(n 0 x Z Y �_ lR N6 d� p Q O w 0 _0 U 0-1N o ) S16*15'08"W z o Z Q �s2, 51.22' W " cl z \_ m � Z¢ F - — O �z v'9 D X = Z s'� cn w ww _ w W J w Z 3 Y d o r U z W w z jo a_ V)a_ I z¢ N o O ¢¢ \ V O o " z o z O W� Y T W N L =Of O p0 C �2 C N¢ N W Z a f-'' / ~ z� o c�3 NORTH FOR REVIEW ONLY NOT FOR CONSTRUCTION Z<3 Kimley>>)Horn oNaw E o zo GRAPHIC SCALE IN FEET ENGINEER T. BARD o "� > 0 20 40 80 PE NO.19946 DATE 04 22 w_ I I N Z PROJECT NO. 0 N0 oowO w 0 Xw z 291510002 L7d,w I ow NN�w DRAWING NAME o z o 0002-PP-EC owaf UI X m a- X ..U— O Qli M Z /W(n¢ O F 03 Y X TE O m m a w EX MH-01-/ 0 INV IN: 2606.15 } m If TIE TO EXISTING MH I I APPROX. 155 LF FROM PROPERTY BOUNDARY N89°54'09"E I z 90.32' cn o 00 _ > N_89°39'12"E 9_03.13' _ _ _ _ _ - - - - - - - - - w I 74' 52' 52' 53' 53' 52' 53' 52' 53' 53' F16 65' 143' 177' 0- 284 LF OF I 8" PVC @ 0.40% I I o ` to 0 0 0 0 0 0 0 0 i I cr 0 0 0 0 o 0 0 o 00 CO. 11 I I 8 I 7 I 6 I 5 I 4 I 3 I 2 1 1 1 1 -! 9 I I I PH1-02 BLOCK 1 1 I I I W ' i w W 3 0 o I / I INV IN: 2608.37 A I (n (n 'n 10 I PH1-03 INV IN: 2608.37 �� PROP. WATER (' Q I Q Q I U!� M SERVICE TYP. 2 = INV IN: 2609.20 INV OUT: 2608.27 INV OUT: 2609.10 PROP. FH 11 �'� I j I " 52 3' 52' 53' 53' / �/ z � PH1-06 29 52 53 _ _ _ _ _ _ - PHASE LINE INV IN: 2607.39 INV IN: 2607.39 C1 ' L6 E EAGLE VIEW CT. B��W --8"W L5 8 W INV OUT: 2607.29 181 LF OF - 222 LF OF I 5' / ,c� .40% $ S 8 S 8 PVC Cr .40% I 1 , S29 45 48 E 3 , � � 8 PVC I 25 43.31' q�` 3 / J - � I 4 �■■, �ti� c5 19' - 81, , 89' 40' 12' o I I BLOCK 3 �S �, SIGHT DISTANCE���o� ;� �� �"1 0 � I / C3 Sp l "� EASEMENT 1� PROP. 8 C900 PROP. SEWER li ao 0 57 LF OF I I WATER LINE SERVICE TYP. J I I 13 I N QD 75 LF OF 8pl PVC @ 0.40% o 0 0_ o. V ' 8" PVC © 0.40% v PH1-01 \ 5 o Ilom PH1-04 C�� �� o c� INV OUT: 2609.50 S o INV IN: 2608.70 S3• 12 14 1 /7pp' 3? INV OUT: 2608.60 PH1-07 - I INV IN: 2607.81 ' PROP. FH Q PROP. FH BLOCK 1 4 INV OUT: 2607.71 �\� e 76� � 111 LF OF I- \ ,� v 8" PVC @0.40% PROP. SEWER 5 I w � \/ 2S' 15 `b 70\ 22' - 40' p� SERVICE TYP. 0 o 70p• ,� ;� 35 LF OF 8�, 81, 14g• / o lti > x c 22' '�/ 8" PVC @ 0.40% S �2 PROP. 8" C900 W `v I \ PH1-08 6S� WATER LINE PI -12 J S6S. 70 �` I INV IN: 2609.08 NN I z o 17, �0' / INV IN: 2608.05 � � C16 INV OUT: 2608.98 / ■ � 44, 7p� o INV OUT: 2607.95 � 7�2, p 231 LF OF 8 , 114 8 � 26, I 40' 8" PVC @ 0.40% 6 0 CHAMPION PARK CO 1 ° INV OUT: 2609.15 / 8'' �� Z o_ N I 7 pp� / 1 �3' S 6 I I I 0 J F- o I l BLOCK:2] �co 7 PROP. WATER ^ z m m / , \ SERVICE TYP. I = > o m C10 c" �� .�.� L z o w w / Y S66° 222, CO 4 /? $ / 64 LF OF �9� a a in Q w �I48,, Q co 8 PVC @ 0.40% �'��� � 5 � v0i v0i o o � o IG0 / ��� , SQ �° 9 / I �z / g� / PI -12 cp; PROP. FH INV OUT: 2609.33 \ <~ 8 / \ 7wo I J \ EX. TURNAROUND Qo / - 10 / EASEMENT / \ / 20 48»E �60.92' �5� _ 2' Y ZO w� U>1 z J W 6 8"F 721,5 4g, / \ -J O 0-0 LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE CURVE TABLE a� 8 / 11 w 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 wm C1 50.00' 24.77' S75°27'33"W 24.52' 28'23'19" 12.65' � a ua a 1 BLOCK 1 1,416 0.03 1 BLOCK 2 22,871 0.53 1 BLOCK 3 12,946 0.30 8 F Cj l ., E we Z Q Y z 2 BLOCK 1 5,250 0.12 2 BLOCK 2 4,000 0.09 2 BLOCK 3 2,266 0.05 C2 50.00' 59.00' S27°27'32"W 55.64' 67°36'42" 33.48' 7>>S O z Z o >w C3 50.00' 40.00' S29°15'55"E 38.94' 45°50'12" 21.14' z - N 0 cn Q 3 BLOCK 1 5,250 0.12 3 BLOCK 2 4,004 0.09 3 BLOCK 3 14,285 0.33 \ \ IN Inco C4 50.00' 96.96' N72°15'50"E 82.46' 111°06'20" 72 50.91 .89' �� o n o 4 BLOCK 1 5,250 0.12 4 BLOCK 2 5,238 0.12 4 BLOCK 3 58,942 1.35 \ W W �Z C5 25.00' 31.83' N53°10'56"E 29.72' 72°56'33" 18.48' ^ m o z Z 5 BLOCK 1 5,250 0.12 5 BLOCK 2 5,578 0.13 5 BLOCK 3 13,878 0.32 m C6 236.50' 60.16' S16°16'38"W 60.00' 14°34'28" 30.24' N Z >0 6 BLOCK 1 5,250 0.12 6 BLOCK 2 4,000 0.09 13 - 6 BLOCK 3 8,541 0.20 C7 283.50' 18.24' S21°43'26"W 18.24' 3°41'13" 9.12' 3 Y 7 BLOCK 1 5,250 0.12 7 BLOCK 2 10,972 0.25 7 BLOCK 3 7,285 0.17 Z -6 o r � Zm C8 283.50' 61.56' S13°39'36"W 61.44' 12°26'26" 30.90' � o 8 BLOCK 1 5,250 0.12 8 BLOCK 2 10,743 0.25 O �a C9 60.00' 70.71' N33°46'29"W 66.69' 67°31'12" 40.11' z< z Q 9 BLOCK 1 5,296 0.12 9 BLOCK 2 10,007 0.23 N o Q Q C10 126.50' 3.17' N66°38'03"W 3.17' 1°26'05" 1.58' 0 QQ 11 BLOCK 1 9,272 0.21 10 BLOCK 2 10,022 0.23 LINE TABLE o cv ZZ C11 126.50' 83.94' N46°54'30"W 82.40' 38°01'01" 43.58' Z 11 O w 12 BLOCK 1 5,163 0.12 11 BLOCK 2 5,001 0.11 LINE LENGTH BEARING Y ,,owN C12 123.50' 78.24' N46°02'56"W 76.94' 36'17'54" 40.48' L x=E 13 BLOCK 1 5,265 0.12 L1 121.20 S27°53'59.37"E C13 76.50 39.22 S42 3519E 38.80 29 22 38 20.05 IL 2 w Z 14 BLOCK 1 4,000 0.09 L2 213.06 S67°21'05.17"E ~a� C14 173.50' 48.35' S35°53'02"E 48.20' 15°58'06" 24.34' - - . - I � c N , 0�3 15 BLOCK 1 4,078 0.09 L4 123.50 NO°00'54.00"W C15 173.50' 56.73' S53°14'05"E 56.47' 18°44'00" 28.62' NORTH FOR REVIEW ONLY o o NOT FOR CONSTRUCTION c>Z L5 217.86 N89°39'12.18"E C16 173.50' 14.38' S64°58'35"E 14.38' 4°45'00" 7.20' o I Q CURVE TABLE Kimlev>>>Horn a)0 a w L6 216.73 N89°39'12.18"E 1 o w D OuD CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT GRAPHIC SCALE IN FEET E o o L7 26.50 NO°20'47.82"W 0 20 40 80 ENGINEER T. BARD ° w o C1 100.00, 80.23' S50o53'07"E 78.10' 45'58'15" 42.42' PE N0.19946 DATE 04 22 I N=-- L8 81.65 N23°34'02.12"E N 0 tzo C2 150.00' 103.28' N47°37'32"W 101.26' 39°27'06" 53.78' PROJECT N0. o=a C4 260.00' 108.52' N 11°36'37"E 107.73' 23-54-50" 55.06' 291510002 �Mww � o� DRAWING NAME o Zo 0002-PP-PP owof UI x�a- x ..U- -c(nUp /W NQ 2, YXF-o OF �