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Paramount #23FINAL PLAT 1 R O C K Y M O U N T A I N H I G H S C H O O L S.26 S'25 S89'25'330E S1 f16 �3, 1871,14' P % J of Q °1 �1 w zl J Ue�'S �e S.26 S.25 S.35T S.36 i PARAMOUNT S U B D I V I S 1 0 N N 0. 6 I 56 52' i in 0 afkal A [oil] 0 "Ril] 001 Q LTA tool Lei 0 10 LOCATED IN THE SE 1 /4 OF THE SW 1 /4 OF SECTION 25, T.4N., R.1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO 2013 PARAMOUNT S U B D I V I S I O N N 0. 1 2 'V N C I I C4 64.00' - ! ,i _S897533"E 813.32'- - i 182.91' 26 26' 80 00' 727 72 00' 72 00' 72 00' 72 00' 138 `1052 - �. NS9• 57 1 r�o U N �o �B�ocKW2s r-'b P- w---W--�__---lo i.o Nn 10 28 )f 8� Q1 " 5195 O N cv o` O 4 N O 32 o N 3� N- O M N a N O i N O o 83D O 15' i N81`19'16"ry 6 z z z z 882 ,r z 856 Z S89'19'09"E .)J J� �o rn RY �o ^`* 0 .b ^s 10,� <o /17 t� 986 t 16.3q' �, �� o C16 8.10' 5163 Z o 48 960 72.00' o W. KING' 934 908 72.00' 72.00' LEY D 72.00' 9.19' C20 �19 v 100.00' 27 to `& Ns ^ C C15 S89'25'33"E 306.64' "' 0 `" 804 (°o° � R54 c.> c� ry� ao C?� �2424g"ly M 7.5' NOTE 4� 32' C26 S89'22'1a"E C14 ^� -59.63' - 76.DO'- - 76.00' S 95.01' 0 is v t, 110.29' o r 5131 = 997 A 3 941 3 917 Sri o 5149 5152 26 -� `9st9 c ,`Q ��O } V Q do 0 0 0 0 000 ® `a � O ao � 0 30' 30' to (0I J 'S,� �O a ? "' M � 0 : � S89'22'10"EN Q, r 3'S8. A io " Q N8925'33"W 120.00' C5 `O' �' 90S`�Si Gs� (jl 115.00' Lu I M F- C37�RF / 30' o�� �' F ry 75.47' 76.d0' 76.00' 0 5113 o Q g 5116 O O oo M Z z s� , �cP tyNs S89'25'33"E 227.47' O w ° m I°D� z 1� 800 0 o \ sa � 8 �8?9" N89'25'33"W O S8922'10"E 3 o � 5088 2 c`� \�9 'tO � 996 �" Opp k' 0 115, 00' O M 120.00' ( Q V) CD 5077 .I U 5080 - v upp0 `spp °°p. s�� >s�, �o ��o' 2 .� BLOCK 60 10 z 3 0 24 g - (� 0 C1 aao Q '%A�\ �'�•ti`O yR� 1 asp pz�, `-' ' 21 cL o 988 .o � �n N8925 33 W a S892210 E �4 .��,P O Jam. \Fyn -0, 5055 �'JV\o<c, %K \ `L` p0 C39 "o h `� /X u'p, ��°' 5050 Line Table SEGMENT BEARING LENGTH L1 SO'32'05"W 34.50' L2 S46'21'56"W 5.16 L3 S46'21'56'W 4.61' L4 N43'38'04"W 60.00' L5 N46'21'56"E 78.31' L6 N37'44'17"E %00' L7 S8'19'24"W 70.00' W. McMILLAN ROAD 115.00' 0 1 120.00' m Common Area Z 'C'5041 0 rn 5044 �� 15 O O N 0 11 23 00 223.52' 00 3.69' �� V 1-10 00 94.97' 100.03' C� 4 _ S89'22'10"E 379.97' M `t � M S89'2210"E 3 C32 r�i 9.5' NOTE 4 W. LAUGHTON DR. _ M Z 150.00' b -30A2' 80.00'- 963 80A0' 80.00' �� 0- 0- 22' V`o\� 3 947 3 921 3 895 30 0o � F6O3'1 a(3 5012 1)rJMMM BLocK 32• BLOCK 61 Ln,� N8 22'10"W9 2.887 80.00' 80.00 80.00 30 120.00' N8912'10" W 472.8T Line Table SEGMENT BEARING LENGTH LB S7319'14"E 47.71' L9 N43'33'51"E 11.55' L10 N22'37'54"E 41.60' L11 N58'28'29"W 44.79' L12 S43'38'OeE 40.64' L13 N45'36'37"E 15.27' L14 S442323"E 18.39' BASIS OF BEARING N89'24'05*W 2681,81' U N P L A T T E D REAL POINT OF BEGINNING to W. LAUGHTON DR. O <V LA � . N 'v DETAIL SCALE: 1" = 50' e S.25 1 f4 ` &36 1 100, if 100' Curve Table SEGMENT LENGTH RADIUS DELTA CRD BRG CRD LEN C1 32.66' 20.00' 93'34'41" NO'25'24"W 29.15' C2 14.98' 170.00' 5'02'58" N49'44'14"W 14.98' C3 30.12' 200.00' 8'37'39" N47'56'53"W 30.09' C4 34.6S 230,00' 8`37'39" N47'56'53"W 34.60' C5 33.90' 20.00' 97'07'15" N87'48'19"E 29.99' C6 100.45' 445.00' 12'56'00" N32'46'41"E 100.24' C7 100.21' 445.00' 12*54'10" N19'51'36"E 100.00' C8 30.04' 445.00' 3'52'03" N11'28'30"E 30.03' C9 128.52' 475.00' 15'30'08" N8'19'31"E 128.13' C10 248.42' 475.00' 2957'56" N31'03'33"E 245.60' C11 87.95' 505.00' 9'58'43" N35'37'01"E 87.84' C12 79.60' 505.00' 9'01'52" N26'06'43"E 79.52' C13 29.67' 20.00' 85'00'32" S64'06'03"W 27.03' C14 78.34' 280.00' 16'01'52" S81'24'37"E 78.09' C15 70,27' 250.00' 16'06'18" S81'22'23"E 70.04' C16 62.41' 220.00' 16*1512" S81'17'56"E 62.20' C17 28.40' 20.00' 81'21'53" S32'29'23"E 26.07' C18 89.56' 501.00' 1014'32" N3'04'17"E 89.44' C19 13.35' 20.00' 3814'33" N71'27'11"E 13.10' C20 53,39' 50.00' 6110'32" S82'55'11"W 50.89' C21 30.47' 50.00' 34'54'58" N49'02'04"W 30.00' C22 43.20' 50.00' 49*30'18" N6'49'26"W 41.87' C23 14.53' 50.00' 16'39'14" N26*15'20"E 14.48' C24 11.88' 20.00' 34'02'52" S17'33'31"W 11.71' C25 40.99' 50.00' 46*58'14" N22'57'02"W 39.85' C26 37.52' 50.OD' 4259'24" N67'55'51"W 36.64' C27 31.40' 20.00' 89'57'38" N44'26'44"W 28.27' C28 31.45' 20.00' 90'05'45" N45'34'58"E 28.31' C29 31.38' 20.00' 8954'15" S44'25'02"E 28.26' C30 31.45' 20.00' 90'05'45" S45'34'58"W 28.31' C31 31.38' 20.00' 89*54!15" N44'25'02"W 28.26' C32 25.12' 120,00' 11'59'36" S8Y22'22"E 25,07' C33 70.67' 120.00' 33'44'31" S60'30'19"E 69.65' C34 71.84' 90.00' 45'44'06" S66'30'07"E 69.95' C35 31.61' 60.00' 3010'54" S58'43'31"E 31.24' C36 29.41' 20.00' 8414'26" S1'30'51"E 26.83' C37 31.42' 20.00' 90'00'00" N88'38'04"W 28.28' C38 31.42' 20.00' 90'00'00" N1'21'56"E 28.28' 17C39771 31.42' 1 20.00' 1 90'00'00" 1 N88'38'04"W 28.28' Legend FOUND BRASS CAP MONUMENT oO SET 5/8"x 24" IRON PIN WITH PLASTIC CAP, PLS 7880 o SET 1/2% 24" IRON PIN WITH PLASTIC CAP, PLS 7880 © FOUND 5/8" IRON PIN, PLS 7880, OR AS 'SHOWN • FOUND 1 /2" IRON PIN, PLS 7880 SUBDIVISION BOUNDARY LINE INTERIOR LOT LINE - - - SECTION LINE ROAD CENTERLINE - RIGHT-OF-WAY LINE 26 BLOCK 61 EASEMENT LINE - EXISTING BOUNDARY LINE EXISTING LOT LINE LOT NUMBER BLOCK NUMBER Notes: 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE AND THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE & PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE . AND IRRIGATION EASEMENTS ARE RESERVED FOR THE PARAMOUNT OWNER'S ASSOCIATION OR ASSIGNS. 2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGA1ON EASEMENTS ARE RESERVED FOR THE PARAMOUNT OWNER'S ASSOCIATION OR ASSIGNS. 3. A TEN (10) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG THE REAR LOT LINES UNLESS DIMENSIONED OTHERWISE. 4. LOT 57, BLOCK 8; LOTS 5, 6, 7, 10 & 11, BLOCK 60; LOTS 2, 3 & 6, BLOCK 61; AND LOT 1, BLOCK 62; OR A PORTION OF SAID LOTS AND BLOCKS ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON MAY 8, 2009 AS INSTRUMENT NO. 109053259, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 5. LOT 1, BLOCK 60; AND LOT 1, BLOCK 62; ARE DESIGNATED AS COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE PARAMOUNT OWNER'S ASSOCIATION OR ASSIGNS. 6. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR PARAMOUNT SUBDIVISION FILED AS INSTRUMENT NO. 104D47957, OFFICIAL RECORDS OF ADA COUNTY, IDAHO. 7. IN COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 THE OWNER OF THIS SUBDIVISION HAS PROVIDED AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THE SUBDIVISION WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT FOR SAID IRRIGATION WATER. 8. THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE OWNED & MAINTAINED BY THE PARAMOUNT OWNER'S ASSOCIATION. 9. ANY RESUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 10. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE DIMENSIONAL STANDARDS OF THE R-8 ZONING DISTRICT IN EFFECT AT THE TIME OF ISSUANCE OF BUILDING PERMITS. 11. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST KNOWN NORMAL GROUND WATER ELEVATION. 12. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." 13. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD FOR LANDSCAPING AS RECORDED IN INSTRUMENT NO. 113098691, OFFICIAL RECORDS OF ADA COUNTY, IDAHO. LANDSCAPING SHALL BE OWNED AND MAINTAINED BY THE PARAMOUNT OWNER'S ASSOCIATION OR ASSIGNS. 14. FOR ADDITIONAL BOUNDARY INFORMATION SEE THE PLAT OF PARAMOUNT SUBDIVISION NO. 12, RECORDED IN BOOK 96 OF PLATS AT PAGE 11976 OF ADA COUNTY RECORDS, LA D T iL THE LAND GROUP a7880 MCORKMATM AD - ®v 462 East Shore Drive. Suite 100 Eagle. Idaho 83616 Cq 9 flF toP Ph. 208.939.4041 Fax.208.939.4445 www, the l andgro apinc. com SR. wAs PN 113079 SHEET 1 OF 3