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PZ - Public Utility Plan w w PRELIMINARY PLAT NOTES E MCMILAN RD I 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 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 vn 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 IF R1362650570 CHAMPION PARK NO. 3 OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN NUMBER OF BUILDING LOTS (PHASE 1): 21 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): 25 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): 7 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): 2 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): 9 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): 8,530 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 15, BLOCK 1; LOTS 6 AND 11, BLOCK 2; LOTS 1 LEGEND AND 5, BLOCK 3 ARE COMMON LOTS TO BE OWNED AND R9846850330 ZEBULON HEIGHTS NO. 2 MAINTAINED BY THE JASMINE LANE SUBDIVISION HOMEOWNERS PROPOSED SECTION LINE R9846850320 ZEBULON HEIGHTS NO. 2 ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A PROPOSED CENTER LINE O R9846850310 ZEBULON HEIGHTS NO. 2 BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES, - R9846850290 ZEBULON HEIGHTS NO. 2 IRRIGATION, AND LOT DRAINAGE. PROPOSED SWALE z R9846850280 ZEBULON HEIGHTS NO. 2 R9846850270 ZEBULON HEIGHTS NO. 2 00 PROPERTY BOUNDARY ^ Q 00 R9846850260 ZEBULON HEIGHTS NO. 2 V U - - - ROAD RIGHT OF WAY o N Q - - - - LOT LINE o `V z � ■ ■ � ■ ■ � PHASE LINE c 0 N o EASEMENT 00 N w00 S PROPOSED 8" SEWER u 0 0 x NW CORNER OF THE SE I ,I i W PROPOSED 8" WATER (3' COVER) ■ N OF SEC 32, T4N, R1 E. o m STORM S89°54'09"W X EASEMENT WATER INFRASTRUCTURE @ � m° 90.32' _ I - - - IR _ - IR -_F _ -�R _ S89°39'12"W-903.13' N89°39'12"E 1754.03� PROPOSED CURB Y- — 2�1 21� ^� z N N ® PROPOSED STORM DRAIN MANHOLE � o o N89°54'08"E ; NE CORNER OF THE SE •• .. m m � 2563.50' BLOCK 1 1 LLI 4 OF SEC 32, T4N, R1 E. ❑O PROPOSED CATCH BASIN => o m 14 13 1 12 1 11 1 10 1 9 I 8 1 7 6 5 I 4 I 3 I 2 w w z z S13°05'48"E�) I I I I I I I I I I I I I �I W 1 2 ® PROPOSED SEWER MANHOLE Q Q 7) a w 107.13' V' Lu N / U U w � = Q 1 Lu 2) PROPOSED FIRE HYDRANT � � � � � � Ld OQ W � Z - - - - - - - cc a_ / ® PROPOSED GATE VALVE 6Q Z /�\ SIDEWALK RAMP ~ wo S29°45'48"E E EAGLE VIEW CT. - 1 �3 Q 43.31' 1 1 f " " BLOCK3 PROP. STORM DRAIN CL �Z ` / PROP. CATCH BASIN 18 I \ EXISTING CATCH BASIN a o w ��2' >1 i I I I Z �� ��• _ _ / 17 I 1 I 5 I SS EXISTING SEWER MAIN l BLOCK 1 \ I ` l\ 4 C° W EXISTING WATER MAIN J a I JjNrGR EXISTING EDGE OF GRAVEL ROAD � EP EXISTING EDGE OF PAVEMENT W 0� CL 3 F\ �Aa 16 V W W /S65°26 48 E o =Q o X X- 111.01' /� 2 z `\ - / m =� OP/ EXISTING OVERHEAD POWER O Q Z \ 0 \ / 6 G — LL_I w 1 \ EXISTING GAS LINE (/) 0 N o BLOCK 2 • -A � \ N I o \ O ON 7 O N oQ I } h. 8 z Q / 48'F z�j 8 m Q2 p c)7 11I / �4' 9 B N Q�w 30 v):2 / 5 Z O Y zm / 10 / 47' PROP. o S78 20'4 »E I R/W O 8 z a 160 92, v N/^ O z¢Q j S \S,O 1 \ V m Z Z 0* 6 48's �2� xy� \ I 2 16.5' B/C 16.5' B/C 2 I Z Iwo , 5 a 000 ' S'd Q, W Q Q wZ i63 3 S/W S/W 0 2q - - - 0 No NORTH 7 F =_ — _ 8 F N16°07'46"E ?q —� c�o�� >>S 50.91'\ I I I_I—I I II I II I I-I—III II I I _=I = I I=III—I 0 -6 _ _ I I I=_� I II I I—�— I II I II I I I II I I� FOR REVIEW ONLY x �� I — III—III— 10'-18'- — I—III—III — I NOT FOR CONSTRUCTION 00 0 Az 3 III—III= PROP. 3"= I I=I I I=III=III= ______ — I—III=I I I=I =PROP. 3" -III—I I ' Kimle >>>Horn W 111=I I I ROLL CURB I I I=I I I=I I I=I I I=I =III=III=III=1 —I 1=1 I I=III=III=I I ROLL CURB-III=I I- y o LJ GRAPHIC SCALE IN FEET i,Q pA o I _ _ PROP. — I r o 0 0 .� I I—IIIIIIIII=III— 11= PROP. III �—III— I I—� WATER I I=II=II=III=III=III i I ENGINEER T. BARD 0 0 0 30 60 120 i I \ I I;III—III—III—III SEWER—I I I—III=I I I—III—I I I—III I I I—I I I—III—I I I—I I I—III—I PE N0.19946 DATE 04 22 _ ' 1—III—III—III=III_ I I-III—III—III—III—III—III—II ' —III—III—III—III—III—III—III—III—III-1 I I—III—III—III—III—III—I 0 0�� i I �' I— =1i' PROJECT NO. O O W Z w W 291510002 oN STANDARD LOCAL STREET ,,IN DRAWING NAME o Z o N.T.S. 0002-PP-CVR c)o L,�� Ix:�a �� X ..U- Li O z �W V)< �=a 01 OF 03 w w Q N W H Q m I , m Oo n/ X .•I W I 0 Q X z o_ 0 X X X I X Ibi W IR Z IR IR IR IR N89°39'14"E-903.13' IR IR X TOB N89*54'09"E-90.32'—• X — X X X X X EX. FENCE �/ 211 211 �I \ O I Z \ • • • i ! • i i • • • • • i • i i o i O EX. IRR ! o cWo ! SEE TREE MITIGATION PLAN AND PRELIMINARY LANDSCAPE PLAN \ ! o\ SEE TREE MITIGATION PLAN AND ! O , Q FOR TREE SALVAGE/REMOVAL • 00 N\ PRELIMINARY LANDSCAPE PLAN ! O • CA FOR TREE SALVAGE/REMOVAL ! Q O • • O ! O O o N29°40'23"W p ! Q . . • .. :. O 43.05 f EX. IRRIGATION DITCH ! .` .• . a• O O .� TO BE REMOVED WITH ! :a ; •' •• . . PHASE 1 tl m .• w 00 NS Q p ^ Q 00 Q•. Q Q o N 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 oN ® EX. RESIDENCE _ TOB "' ® • ' TO REMAIN O o_ w CO + Ln O] U O 6 10 ¢8., v> L0 N Q .07, e ® Q O ® in � I O o W m N TOe EX. BUILDINGS TO BE O Q m m 'n REMOVED WITH PHASE 2 ° • w (p o m o Q . FENCE/Vg • �,, �,, Liz Li C° EX / 6 � J J CD 3: U W U) U) ooC) o W '• / U • • . . • • z / EX. POND AND J ow ,� ' LANDSCAPING TO BE © �0Lj � i ! a ,� REMOVED WITH PHASE 2 J Wo E 'Q� / ' o goao \ ® m z vo } � ` N78 20'48»w 1 W o �1 \92' © , EX. DRIVEWAY TO (� wo ' / �X _ Q Q ? �BE REMOVED WITH m m z U F Q' R �� X� Q ! / PHASE 2 r o o� J zm S \ \ O W O as 46 8 X / W J N�0° _ 0� "W ! CL U� Lj / Z W J o w N w Z U Z m = F-z N NW X �52, � I�j O 0 { N z z0 S16°15'08"W oQ0 _ Q_0 �51.22' W L z �` m (n z 2► N W Of s r �� O W J 3 LL Z _p �Y O I--m I /I w z � O � �o �F— N \ V/�/ 0 z 0 zoo z \ V Q o as Z z O w~ Y Q = 00 HjF: zZ) w< Wz of o a- - - . - z Q 03 NORTH FOR REVIEW ONLY /a oo NOT FOR CONSTRUCTION a cm2 o N(z Kimley*Horn �ow W m V)oo ZO GRAPHIC SCALE IN FEET ENGINEER T. BARD x 00 00 0 20 40 80 PE NO.19946 DATE 04 22 >wn I I == 00 0 oo3W PROJECT NO. xwz o 0-F w 291510002 iN�W DRAWING NAME >o zo 0002-PP-EC (�)o w'R Ix.a X ..c0>m 00 a-L,oz w� Na �_ OF 03 Y X r 0 a I I I Ld Q N89°54'09"E I ZEBULON HEIGHTS CO 90.32' INV OUT: 2606.71 >- 21 F OF m N_89°39'12"E 9_03.13' 8" VC -0.40% _ _ _ _ _ 66' 40'I 40'� 40' 40' 40' 40' 40' 40' 40' 40' 40' 41''15' 208' 177' 1 I II W1 I I PH1-09 0 ; I INV IN: 2606.79 0 I o I I BLOCK 1 I J / 14 CO. 1 13 12 11 1 0 10 I 9 1 8 1-0 7 I 6 I 5 I 4 I 3 I 2 1 1 t' , uj 50' / 0 W o 0 o PH1-02 0 0 0 0 0 0 �n , 2 w '� ro 1 0 PHl_ 10 0 INV IN: 2604.38 0 0 0 I 00 Q N W` I NV IN: 2605.22 INV IN: 2604.38 PROP. WATER 41 A I O Q w W / 1 I C1 INV OUT: 2604.28 PROP. FH p� 40' W � I 1 INV OUT: 2605.12 SERVICE TYP. �, � W I Q Q -36' 40' 40' T40' 40' 40' 40' 40 40' / , 2 = / - J - - I 7 f E EAGLE VIEW CT. 8" 8" >'W PH1-06 INV IN: / 3 I ' L7 00 INV OUT: 2605.25 S29°45'48"E ,� L8 �� 185 LF OF „� 8 21$-LE F °°S 0 43.31 \ A w 0') 8"o �8 PV�C�0.40% \\\ 8» PVC C� 0.40% o I / BLOCK 3 z 86 �0. I `L' 69 41 32 LLQ� / SO / 8" PVC ® 0.40% \ / PROP. SEWER \ w \ Q PROP. 8., C900 19, 18 I SERVICE TYP. J I coWA ER LINE _ PHASE LINE 1/ SIGHT DISTANCE v PH1-01 00 00 m 7' \ EASEMENT d INV IN: 2604.10 °'I 5 00 �� INV OUT: 2605.50 S G5 17 2 I v INV OUT: 2604.00 I I I S3° _ � PH1-07 3� 7 BLOCK 1 PROP. FH 703, INV IN: 2605.75 O� PROP. FH / 0 A8�\ )), 15 �\ \ 00 4 INV OUT: 2605.65 \ a �3�, A PROP. SEWER / I N v o 00 n�� SERVICE TYP. Ilko' �,�' �0 � ✓q O y P H 2-01Lo 2 \ \ @ ;� 2, 3 41' 52 LF OF \\ L4 C �M/N� INV IN: 2606.95 N w .� S 07 \ �V cb o � \ 8 PVC ® 0.40% \ 3� s�` � � � INV OUT: 2606.85 16 Q °` PH1-08 �� „ C76 w o \ /I �,l0 700' INV IN: 2606.05 56' 8 PVC F w Nh z00 S6S° 1 /� INV OUT: 2605.95 0,409 \ PROP. WATER I N 47�� 86' 2 75, 8"S SERVICE TYP. 4 �� o 0 � o y 00� / 41, �� Q CD� o 6 / C77 \ - � CHAMPION PARK CO I 1 '% `S PROP. 8" C900 a No INV IN: 2603.45 1 � 70 �� / c� WATER LINE I w/ 0 / BLOCK 2 0 00 00 I � Q / moo A I 0 o / 00 7 / >� c CD S 44/ N /A, 8 / \ �, • o m / I 66p8, CO � /� PH2-02 \ 8 S N INV IN: 2607.35 \ 0 m m 49, 122, Q �Q� 9 INV OUT: 2607.25 c,+ ' PROP. FH I ch 5 _ _ 04 cp 0 -1F N 8' m � M \ / m 0 .-. �n - _578= / 10 \�EX. TURNAROUND w w z m 20 48 E 158 4_ Z5, / o EASEMENT J J < uj �i / PH2-03 0 0 w � i Q _. 2' / INV IN: 2607.89 N N 0 0 0 w �3, INV OUT: 2607.79 Lu z o w S,;70 wo 3 99, L� �� I CL z S6`3 03 o Z U�Ld / Q J o 7>jS2, 7 j C, i Z wF- PI -04 N16°07'46"E �>1 INV IN: 2608.30 �7' 50.91' J Q Zm INV OUT: 2608.20� PI -05 W J INV OUT: 2! w 45 LF OF � _ CL a� 3 8" PVC © 0.40% U w uj LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE CURVE TABLE I(••/YL U N= \ w 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 z Z L f)eU O Q � O Z 1 BLOCK 1 1,388 0.03 1 BLOCK 2 4,004 0.09 1 BLOCK 3 8,021 0.18 Cl 50.00' 3.78' S87°29'24"W 3.78' 4'19'37" 1.89' \ (n 0 J Q N 00 C2 50.00' 40.00' S62°24'29"W 38.94' 45'50'12" 21.14' \ �_ o Q Q 2 BLOCK 1 4,029 0.09 2 BLOCK 2 4,012 0.09 2 BLOCK 3 19,530 0.45 W W wZ C3 50.00' 40.00' S16°34'17"W 38.94' 45'50'12" 21.14' �i Z Q 3 BLOCK 1 4,000 0.09 3 BLOCK 2 4,053 0.09 3 BLOCK 3 57,541 1.32 m w= C4 50.00' 40.00' S29°15'55"E 38.94' 45'50'12" 21.14' 4 BLOCK 1 4,000 0.09 4 BLOCK 2 6,759 0.16 4 BLOCK 3 20,845 0.48 (� LaC5 50.00' 96.96' N72°15'50"E 82.46' 111'06'20" 72.89' Y 5 BLOCK 1 4,000 0.09 5 BLOCK 2 4,006 0.09 5 BLOCK 3 7,611 0.17 Z 0, W a: �r C6 25.00' 31.83' N53°10'56"E 29.72' 72°56'33" 18.48' 1 ~Z 6 BLOCK 1 4,000 0.09 6 BLOCK 2 22,912 0.53 w a- �l< C7 236.50' 60.17' S16°16'43"W 60.01' 14°34'38" 30.25' O a 7 BLOCK 1 4,000 0.09 7 BLOCK 2 11,162 0.26 o Zo IDza vI 0 Q o 8 BLOCK 1 4,000 0.09 8 BLOCK 2 11,730 0.27 0 o a Q Q LINE TABLE Z o w o 9 BLOCK 1 4,000 0.09 9 BLOCK 2 11,699 0.27 L o wN LINE LENGTH BEARING Y o 0 10 BLOCK 1 4,000 0.09 10 BLOCK 2 11,649 0.27 L1 30.12 N48°10'47.88"W ,F m Z 11 BLOCK 1 4,000 0.09 11 BLOCK 2 4,285 0.10 a� L2 66.32 N180 51 02.51,W CURVE TABLE oN � o N 3 12 BLOCK 1 4,296 0.10 L3 167.51 N75000'54.00"W CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT NORTH FOR REVIEW ONLY /xx o o NOT FOR CONSTRUCTION 13 BLOCK 1 5,669 0.13 W0 L4 5.02 N75°00'54.00"W Cl 180.00' 92.14' N33°3O'55"W 91.14' 29°19'45" 47.10' C � Q)N¢Z 14 BLOCK 1 8,279 0.19 L5 72.29 NO°00'54.00"W C2 150.00' 147.04' N46°55'58"W 141.22' 56°09'51" 80.03' Kimley>>)Horn o a w ou� GRAPHIC SCALE IN FEET E x c 0 15 BLOCK 1 4,930 0.11 L6 123.50 NO°00'54.00"W C3 36.50' 47.78' S37°30'54"E 44.44' 75°00'00" 28.01' 0 20 40 80 ENGINEER T. BARD C)0 PE NO.19946 DATE 04 22 �wN == 16 BLOCK 1 4,037 0.09 L7 217.86 N89°39'12.18"E C4 260.00' 108.52' N11°36'37"E 107.73' 23°54'50" 55.06' N N o z 00 O 0 0 W O 17 BLOCK 1 4,087 0.09 L8 216.73 N89039'12.18"E PROJECT N0. wz mw 18 BLOCK 1 5,460 0.13 L9 26.50 N0020'47.82"W 291510002 iN�� DRAWING NAME >o zo L10 81.65 N23°34'02.12"E 0002-PP-PP (jOw� Ix:2a �m X ..U- W W oZ /W NQ �=w03 OF 03 Y X O